Loading...
HomeMy WebLinkAbout19970972 Ver 1_Complete File_20030421EcoScience 1101 Haynes Street Suite 101 Raleigh, NC 27604 Telephone: 919.828.3433 Fax: 919.828.3518 April 14, 2003 Ms. Angie Pennock Wilmington Regulatory Field Office US Army Corps of Engineers PO Box 1890 Wilmington, North Carolina 28402-1890 Ike,) `9/®X4'°,fa /11 al 11% 19 1.11 '100 Zq?<-0,0, Re: Annual Monitoring Report (Year 1) - Anson County Waste Management Facility Stream and Wetland Restoration Project, Anson County, North Carolina. USACE Action ID 199800592 Dear Angie: On behalf of Chambers Development of North Carolina, Inc., EcoScience Corporation has completed the first year monitoring report at the Anson County Waste Management Facility located in Anson County. One copy of the document is enclosed for your use. We will forward a copy of the document to John Dorney of the N.C. Division of Water Quality for Section 401 review. In summary, the mitigation site met success criteria as stipulated in the mitigation plan and approved as part of your Section 404 and 401 permits for the mall project. We are continuing with monitoring in 2003 (Year 2). If you have any questions or comments, please contact Jens Geratz or Jerry McCrain at ESC. Sincerely, ECOSCIENCE CORPORATION ? Q4 Jens Geratz Senior Scientist cc: John Dorney, N.C. Division of Water Quality (1 copy) i 1 ANNUAL MONITORING REPORT (YEAR 1)'7 ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA Prepared for: Chambers Development of North Carolina, Inc Anson County, North Carolina Prepared by: b EcoScience 1101 Haynes Street, Suite 101 Raleigh, North Carolina 27604 (919) 828-3433 January 2003 C TABLE OF CONTENTS TABLE OF CONTENTS ...........................................................................................:...:.... LIST OF FIGURES i" ' ............................................................................................................. LIST OF TABLES iii iii 1.0 INTRODUCTION .............................................................................................................. 1 ' 1.1 Project Description ...................................................................................................... 1 1.2 Project Chronology ..................................................................................................... 4 2.0 STREAM MONITORING ................................................................................................... 5 2.1 Monitoring Program .................................................:................:................................. 5 ' 2. 1.1 Physical Stream Attributes ......................................................................... 5 2.1.2 Biological Stream Attributes ....................................................................... 5 2.1.3 In-Stream Flow .......................................................................................... 5 ' 2.2 MONITORING RESULTS ........................................................................................... 6 2.2.1 Physical Stream Attributes ......................................................................... 6 2.2.2 Biological Stream Attributes ....................................................................... 6 2.2.2 In-Stream Flow .......................................................................................... 13 2.3 EVALUATION OF SUCCESS CRITERIA .................................................................... 13 4.0 WETLAND HYDROLOGY MONITORING ......................................................................... 17 4.1 MONITORING PROGRAM ......................................................................................... 17 4.2 MONITORING RESULTS ........................................................................................... 17 ' 4.3 EVALUATION OF SUCCESS CRITERIA .................................................................... 17 5.0 WETLAND VEGETATION MONITORING ........................................................................ 20 5.1 MONITORING PROGRAM ......................................................................................... 20 5.2 MONITORING RESULTS ........................................................................................... 20 5.3 EVALUATION OF SUCCESS CRITERIA .................................................................... 22 6.0 APPENDICES .................................................................................................................. 28 ii ?_J LIST OF FIGURES Figure 1 Site Location ..........................................................,........::........................ ' Figure 2 Site Plan View: Constructed Stream and Wetland. Creation Area .:.................... Middl R h . Pl Vi d C S ti 3 9 Figure 3A ........................................ ons ( e eac ) ........ an ew an ross- ec Figure 313 Plan View and Cross-Sections (Lower Reach) ................................................. 10 Figure 3C Cross-Sections (Upper Reach) ......................................:................................... 11 Figure 4 Bio-monitoring Sites ..........................................:.....:......................................... 12 ' Figure 5 Stream Hydrograph (Water Level and Velocity) ..........................................:..... 15 Figure 6 Groundwater Gauge Locations and Wetland Boundary Determination .............. 18 i Figure 7 Planting Plan and Vegetation Plots ................................................................... 21 0 LIST OF TABLES Table 1 Morphological Stream Characteristics ............................................................... 7 Table 2 Benthic Sampling Results ................................................................................. 14 Table 3 Summary of Hydrology Monitoring Data,-'....'. ................................................. 19 Table 4 Characteristic Tree Species Piedmont Alluvial Forest 23 Table 5 Characteristic Tree Species (Piedmont Swamp Forest, Planted Area) .............. 24 Table 6 Characteristic Tree Species (Piedmont Swamp Forest, Non-planted Area)....... 25 I1 i ii.i ANNUAL MONITORING REPORT (YEAR 1) ' ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA 1.0 INTRODUCTION 1.1 Project Description Chambers Development of North Carolina, Inc. (Chambers) has developed and begun operations at the Anson Waste Management Facility located off US Route 74 between Polkton and Wadesboro, Anson County, North Carolina (Figure 1). The property selected for the waste management facility (hereafter referred to as "the Facility") consists of approximately 793 acres bounded by Pinch Gut Creek to the east, Brown Creek to the north ' and west, and CSX Railroad to the south. The location of the waste disposal area (hereafter referred to as "the Disposal Area") encompasses approximately 133 acres within the Facility and is designed to accommodate future waste disposal needs for the county and surrounding ' region. Construction of the Disposal Area results in unavoidable impacts to 0.49 acre of jurisdictional wetlands, including 1085 linear feet of perennial stream. ' A detailed mitigation plan was developed to off-set unavoidable impacts caused by construction of the Disposal Area. A forested stream and wetland complex (hereafter referred to as "the Site"), situated below the Sediment Basin #1, was proposed to maximize ' treatment of surface water and groundwater runoff prior to the confluence with Pinch Gut Creek (Figure 2). Mitigation efforts were designed to re-construct a shallower, meandering stream channel on the abandoned floodplain and re-establish groundwater wetland ' hydroperiods across the adjacent floodplain surface. Plan were reviewed and accepted by the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality (DWQ). The North Carolina Section 401 Water Quality Certification (No. 3247) was granted on September 27, 1999. The Section 404 Individual Permit (No. 199800592) was granted on April 3, 2000. ' Construction plans were developed from the detailed mitigation plan and used as a template to guide construction work. Restoration construction activities were initiated in early February 2001 and completed during April 2001. Water flow was diverted into the constructed channel on April 16, 2001. During construction several important changes were made with respect to the original design in order to facilitate the construction process and ' ultimately increase the Site's chances for success. Included with these changes was an increase in the Site's size from approximately 9.0 acres to approximately 23.6 acres, a significant increase in the length of constructed stream (from approximately 2040 linear feet ' to approximately 2800 linear feet), and a significant increase in potential acreage for wetland mitigation opportunities. A supplemental planting for logged wetland areas was completed in the Spring of 2002. The modifications to the mitigation plan were reviewed and approved by the USACE (Angie Pennock, January 2002) n 1? \ i'11 ,.1I `,1` _ r.--------- ` _______\?.\ o CWnj I ? ' - -- ------- -------- ---- ---------- ----------- - -- r ---------------- -------------------- ------------ Q / \ \ / - ----- I N . go on \ ) \ 1' ` _ it \ \\ '- \ ----- CD V) co CA - - / ', C '` II;\` \\plj\`•??\. ?L '\ \ ``. - .. - M I ? `Sf V • <L?x• _ 1? A V v w ^ c -4 ----- -- A ', ?, ?i?` - 0,' _ rD --_----- --- ------- ------- ------------ rri r ?\ \ W -1 \ l rj? Mo 0m ZW pD A Z rC ?v m {z o m _y 0 Z N V V V It 1} o w w - - - - - - - - - - - - - - - / ._/'? /rte- _- - 1 -- - --- --------- - - -- ------ ---- ---- / -- c pZZ I 0 I oro0 Zpopm -` Cp - 1` I ? X N $ _ Z no oD? w; r RI i Z g i < 00A o? I+> M 2: r- % 0 0 N A m -0 > C m O 2 Z Avg M D = z m N Z m P O A g m v o `-4 m n -n r m; W < C 0 Z V 0 ----------- ------- - ----------- ---------------------------- ------------- ti ? L7 (7 ° ,O ? m D o A ^ M ,° W co N Z g 3 3 Z n m`, F•r•I ;0 (A 0 "n c, -I o r Z p MO< 'n 2 cr O c N o 0 z Can 1 CMG) ?ZO3 m 0 ?? m o C_ Z5 C ?O 0 rR1C Z0?W z CD• C o y g .. aoa m °z 2 7v ?mD a?mM N 0 P IL) ?•? ,? CD Vo 0 00 n< G? Z? Z(A 0 o w M The mitigation plan outlined monitoring procedures designed to track wetland and stream ' development after restoration activities were completed. The monitoring plan requires annual monitoring for a minimum 5-year period and analysis of the data to evaluate quantitative success criteria. The monitoring plan is attached for reference in Appendix A. ' This document represents the first Annual Monitoring Report (AMR) designed to track wetland and stream development as outlined in the monitoring plan. Hydrology, vegetation, ' and stream parameters have been monitored throughout the year 2002 growing season, and will be compared with hydrology model predictions, regulatory wetland criteria, and reference (relatively undisturbed) stream characteristics and vegetative communities in the region. 1.2 Project Chronology ' Review of On-Site Jurisdictional Areas February 17, 1998 (U.S. Army Corps of Engineers) ' Perennial Stream Limit Determination Site Identification February 4, 1999 June 1998 Detailed Mitigation Plan June 1999 Sec. 401 Water Quality Certification Issued (DWQ) September 27, 1999 Monitoring Plan August 2000 Sec. 404 Wetland Permit Issued (USACE) April, 2000 Site Construction and Planting February - April 2001 Flow Diversion April 16, 2001 As-built Stream and Wetland Report September 2001 Post Project Review of Site January 2002 (USACE, Angie Pennock) Monitoring Wells and Stream Gauge Installed February 2002 Supplemental Planting in Cut-Over Areas March 2002 First Year Field Monitoring September 2002 4 L I? 2.0 STREAM MONITORING 2.1 Monitoring Program 2.1.1 Physical Stream Attributes The monitoring plan calls for measurement of stream geometry attributes along a minimum 300-foot reach. Annual fall monitoring protocol includes development of a channel plan view, channel cross-sections on riffles and pools, pebble counts, and a_ water surface profile. Specific stream data to be presented includes 1) riffle cross-sectional area, 2) bankfull width, 3) average depth, 4) maximum depth, 5) width/depth ratio, 6) meander' wavelength, 7) belt width, 8) water surface slope, 9) sinuosity, and 10) stream substrate composition. The stream will subsequently be classified based on fluvial geomorphologic principles outlined in Applied River Morphology (D. Rosgen, Applied River Morphology, Wildland Hydrology, 1996). Significant changes in channel morphology will be tracked and reported by comparing data in each successive monitoring year. 2.1.2 Biological Stream Attributes The monitoring plan was devised to provide for biological sampling of the stream channel prior to diversion of flow and again after years 3 and 5. However, the N.C. Division of Water Quality (DWQ) has asked that biological sampling be performed annually. Therefore, an evaluation of bio-monitoring success criteria will appear in all succeeding AMRs. The procedures and methodologies for biological monitoring program have been modified to follow the standards put forth by the Department of Environment and Natural Resources (DENR) January 1997 biological monitoring protocols, and the DWQ draft guide for benthic sampling. The Qual-4 sampling method has been adapted from the May 2000 final draft of the Interim, Internal Technical Guide for Benthic Macroinvertebrate Monitoring Protocols for Compensatory Stream Restoration Projects from DWQ. The biological samples will provide a means to track taxonomic diversity over time. Specifically, the numbers of EPT (Ephemeroptera, Plecoptera, and Trichoptera) taxa will be monitored and evaluated. The EPT taxa are not generally considered primary stream colonizers and, therefore, are not typically found in newly established streams. All taxa will be identified to the lowest practical level. An increase in the number of EPT genus/species will be required to increase through the 5-year monitoring period. An evaluation of in-stream and riparian habitat will also be conducted at each monitoring location, following the DWQ habitat classification system. If biological success criteria are not being fulfilled, the most likely cause will be extensive sedimentation, which covers coarse substrates in the channel. If aquatic species diversity is not increasing, additional modifications to channel substrates will be performed and upstream sources of sedimentation will be identified. 2.1.3 In-Stream Flow ' In-stream flows will be measured through placement of a continuous monitoring, stream flow gauge within the constructed channel cross-section or bankfull channel culvert. The gauge will be capable of recording stream stage (ft), velocity (ft/second), and discharge (cubic feet per second, CFS). The data will be reported as peak daily flows for channel velocity (ft/second), discharge (CFS), and stage in tabular and graphic format. P 5 2.2 MONITORING RESULTS ' 2.2.1 Physical Stream Attributes After the first year of monitoring, the stream restoration effort includes approximately 2797 linear feet of constructed stream on new location and approximately 1242 linear feet of ' reactivated backwater channel through the floodplain of Pinch Gut Creek. Table 1 depicts a summary of stream pattern, dimension, profile, and substrate attributes for the proposed, as- built (2001), and Year 1(2002) monitoring conditions. Six permanent cross-sections were established along the constructed channel in 2001, two in the upper reach, two in the middle reach, and two in the lower reach. Current cross-sectional data has been superimposed on the current year data to track aggradation or degradation in the channel. Channel Dimension Attributes Channel dimension attributes were obtained from the surveyed cross-sections depicted in ' Figures 3A-3C. The constructed channel exhibits a bankfull mean width of 4.0 feet, a bankfull mean depth of 0.5 feet, and a bankfull width/depth ratio of 8.3. The mean bankfull cross-sectional area is 2.1 square feet and ranges from 1.5 to 2.9 square feet. Channel ' dimension attributes in the lower reach remain consistent with parameters established under the construction effort. ' Channel Pattern Attributes Channel pattern attributes have been measured from the plan forms depicted in Figure 3A-B. The belt width ranges from 8 to 18 feet and the meander wavelength ranges from 13 to 31 feet (Table 1). Sinuosity measures approximately 1.7. The floodprone area averages approximately 200 feet including a high entrenchment ratio ranging from 38 to 67 (floodprone ' area/bankfull width). Channel Slope and Substrate ' Channel slope and substrate attributes were obtained from measurements depicted in Appendix D and summarized in Table 1. The channel supported a stable profile and substrate composition during the first year of development. The average water surface slope ' averaged 0.0045 (rise/run) relative to a valley slope of approximately 0.0074 (rise/run). Pebble counts indicate a D50 on the riffles of 2.2 millimeters (Appendix D). ' 2.2.2 Biological Stream Attributes Baseline (pre-project) benthic surveys were performed within the existing stream system and a reference stream in August 2001, prior to stream restoration activities. On-site, pre- construction baseline monitoring sites are shown in Figure 4. Results of the base-line biological surveys and reference site are depicted in Appendix B. Attempts to perform benthic surveys were unsuccessful during the current monitoring period due to the lack of ' water in the stream channel during the appropriate sampling period. The area has experienced a large deficit in rainfall over the past few years including a period of exceptional drought through the summer of 2002. No EPT taxa (genus/species) were reported from the on-site base line data. Benthic sampling from the reference site revealed a diverse assemblage of species including 6 ' O O .N.. ? N ?- d W p } W C 0 r ' O O w ? N + - W p C - N O d a c i y t0 a R O L G X a Co d C t0 L U` U a N ' O ? CO • 0 W V ' p O a O Z o c r a` oa 0 ' Q' ° v M 0 C ? ?o N O N C a y N ? c ' m N a `7 U Q ? I- O D ayi E E 0 0 C: c y F c T N Cl) d O M r O O tp CCp N O V? ' I? C6 T O ? M . O O M T O tit rn O co O N 4 O O ui T N y 00 M r O co co N O T T R CO N Lq 00 M O T CM O O co T m T ti) CD O? CA N N Ch O O M '-' N d to LO O LO O 0) 0 C C7 C6 T T C7 T O O x to to Cb O 6 6 M 6 M N N T (co r o Cn O CD CD °. a) N M O T M T COD d a m a B. C ro E O H Q a L _ $ CCf y Ca a Q E o a L c a $ o a ? E 0 N N L c 5 X 3 0 O O O U T LL E E ° X co m m m m a 2 0 V LO (D r CO 0) .- cr0 M co O T O r N N N N co O O O c`i co r to LO CO r ' T T r co O C7 CO C? N T n CO o r- "It T O Cli 00 LO N O O T M O co O co O (O N T O O lO T M T T T 0 co N OD N N Ci T .- T O cc ? .. H a Q o p ¢ co a ° C O L CC a) O ?> v (V ca C w Z 3 5 O E G o cx m ` 3 _ U o ? ¢ N N Ir L C C Y r- a: m CO co C M = L L C co o Q a 3 J 0 0 0 W a a n. N Cl) tD co r Ln f7 O (A O N 0 0o m M n r N r O T N CC? O t!1 p O O O O O M ? N N r T N N N O Cj O O CD N rn M 0 0 0 O ? uj T r N N T 6 d ?o ` ? d v y v d c ? m -° J U o CL O O C 3 ° m CL 2 m aC cn co O N - 04 N N M q 00 OD O_ CO C-j O U U N N T O CA 00 M V M ui M T O CO d. n T ? T M r T 4 CA O M r O a CO r N O M O O r T o v O o O O N O M T O O O O to D) N a 72 L o _ L ?3 m ? a ? In 3 m a C O io co i? CC m cna?Z c v 4 J O O d N U, o a 2 c c cr$ co 'a ) 0) ca o aa CO CL 2 2 Cc V CO co N N N N LI W V N ? U e0 C s N «, U c ' O ? Q U ? V 7 • ? H O . s ' O V s = ?a 0 F r R d } r 7 N Q LO rn m o °o cm 99 m ° o 2 0 00 C r L N m O O O O O O 99 O O 00 N O ? O O p? 99 C 14 R O °00 O O O C O 04 0 LO N co O d ? O O O O 0 0 0 0 0 0 rn O o ? c o Cp 00 O, O, 0 0 00 o ° 0 0 ? 0 0 00 O O O O d a R m N > a 0 d N o m CL o. a. Fn ° m m ?rn >ca a: a r- w 00 N N N Co C N N am O N C ) ca n m N 'q C4 E , N H R d R `O L 0 0 c 0 0 0 0 Lineor (Across Volley) Distonce (ft.) Elevation (ft.) Elevotion (ft.) N 0 CID (0 O (o CO to (0 tp (O W to W (0 O O O O N W ? N 0 N W .1"i (r 01 O mCDWW O 070300D O 0000 -- ;- r: 1 - 0000 - - - 7C 7C 7C" 7C - 7C' F 7C 7C' - -w -w CCCC N CCCC -- - W - ---- N --- o _ ytoxa 1 0 (1)_xaI 37 0 (A? C I I I I I ? I (Ac, 3•:T 3 L4 CD r rt000 . 0 O CCD *0_ CD - N O 'D _tQp CJI - ------ -- ------ 7 l l y 7 Q jC ?O ?f0 I1 ? O v O ?? _ _ _ II II ___ 1 CD O ?O __ _-_ v G r __ _ r r r r it i 0 m -I '-r T O v rr -- r r r "r T? T T rt __ _ T _ --- -- - ------- H I II 1 --- --------- I y •P __ y 0 O pZ O O 0 A N. ___ - - - - N n O ?a LA 0 (? J c o o pp O __ L L L L 1 1 1 1 J L -L L 1 1 _ 7 NO NO N -- W - - TTI_I TI o 11 r r.r ; ; i T T 1- 1- ; O T-T -1 -1 1 -7 1 T 7 7, 7, 7_ - ( - - - - - 4--I- _ _ N N O N O __L L_i L i 1 1 1 i J J_ _I__I_ 1. _L L LJ .1 J_J_ _F I T -T _ _ -_i- T r-r r -r T "T T' -1 1 T7T T T T1l i- N ?I INI IWI IWI 1CD 101 U1 c01 t01 WI LO1 tW. ItoI N N W 4, 0 M W N O I ¦ I J ? ¦ 0,m 0 0 '10 aN a) m ¦ • I m o p s- ' 00 ?p 000 mc1 N I I =r 0 N fA > >• C OQ 0 ¦ o? 3c o y C5?= fm -n CO O Q Fy 0^ o py O Z D D So mo -to C Z m m w 0-n rn m m co to -?: o ?7o y 00 ' c rn m -, rm oa a °Q>> 3y ; r r r O.0 ° 3:3 in 0-1 O m m < < o- ?( p Z r G D D ? f1? ?CN? Wn m m D _1 _? O O -• O =y p n 7. G OO O OO Q O Ip -. tD .' C M0 D Z Z .. N N ^ .+ O m --I Z O?0 y'D 0 -0 D Z N N N ,..? n ^.5' O O O 0 m N°o o N N ° Elevotion (ft.) Elevotion (ft.) O N O v O O N v 6 (n (n ILI, O Ort O O O ir • rr 2 (P A: 0 t0 O 2 N 0 n? I'll O y W N Z 0 O W y 7 Z y T. y yy I Q 7C nrO CO0 Z n .? Cn o n A O ,. O O 2 , om ?g SQUARE STADIA ROD m (D I_ v' I C) _ A ]ill rill m CA N to O ? r p O O Q ?m yr "5 _ 7? m m fT m 1-2 Ii -,!I Fill ill I CpA? 3 v om 'i ?_? m -1 1 71 Ill: 1 11, mm MOD "I J-11111"i L 0 z Z m 0 m z y ? L7 n a 4 m ° " Co W Z T z 3 Z .. .. o N S V) Z >ZO O?tm=w O w z Z nDCZ r rn o C/1 0 Vj ° C_ ° m vC ?O 0 r m G) Ln 0 NIL) m ?• ? C Z 0 ? W N o (n •• g .. ? ?-z( 2m ma ' XMM ?•? (VO o o z Z Z zCa ZZy p CnD 00 z w V? m I . I I I I I I I I i I 1 I I 1 F I ? I I? ? I I I ; I I I I I I I? I I 1 I I I I I I ? -. I ? ', I I 1 I I 1 I I I 1 1 I I I I I r I I I I I I 1? I I I I I 1 I I I , j I? 1 I I I I I I I I I 1 ? I I I 1 I? I ? -j I 1 I 1 I I I I 1 11 I I I I I I I ? I_ I I I I I I I I I I ' ? 1 I I ` 3 N ' o a N L O ?(A _ L 0 N I JJ1! _! IJ1 L! IJ. LLIJ. 1L1_1 lLL1_ -yy+ 1--1+ f-ly +I-I-1- +*I-I i+1-I -I-MT I oi oilT lJl 'rl1 T ' LIJJ rr tD- LL? pLLl? IT r r 11 L1 - JJ I `W 1-? M• I I Y I IIII I Y III III I I I I I I-' I rr1' rrl T TTrr 11 1 .L _LIJ1 LIJJ III LLLI_ 11. --- --- rrrl rrrr rr 1 Trr 1 LIJ1 LIJJ LLIJ 1LLI. 1LLI_ JJ I. -.IJ1 -FIJ { L l y + I-? l ++L T+r l --IT _J.1 rnT L r r T-r ? LI.J LLIJ_ Trlr ? 1: LL _I_? - -? 11 _ J+i FI_l. ?^LI_ 1 1 Y -I i i - - - - - , 'j rrrl- Trr T J 1 _ rl_11 I_ I L _ L III ..IJJ I. I_IJ1. IL L: LLL i T ?? 11LL Linear (Across Volley) Distance (ft.) Elevation (ft.) Elevation (ft.) to 110 40 LD to W 40 N O W to to W (o W O N N P a) OD N W ? tr p O O O O OJa)a)M O mMW W p 0000 >>> 7 7 7 7 p 7 ???-. cccc cccc ONXO• ONXO- ---------- --- --- wo33 wo3? to C Ito c N 01b wfD3cn O 0O W TO 01 ?, r o'"o 0,10 (b m I I I I i rt ----------------- O p, OS i OS v r ?? ?"w O t0 T -F -F f O N N < m v O rt N ----------------- i: O O TT O v m D ----------------- ------------- ------- O v oN 00 0) 00 o p oo 2 ?o :3 o f o N V) N N O W (n N• (A Q (n o m (n .:_ o 3m OM O n 36 --- ---------- OD Z:0 T Q 00 Z ji? Z I O O O O c _N .. .. ----------- ------ ------ » > 7 W (n Q1 N 7r 7C 7c 7c W U( C C C_ C_ 0> 4 4- 1--' ? S TI T, 11 11 ?l - y(DXO o ?; 3 to O N ma O? M N N ?iC) O O C ?O V ?rt 1--F 7-- 71 T a N W w N N N to w III (I (D N W 1.0 111 to N a?1 ¦ I ¦ P W N O I Qm loo v0(Acc m . 1 m? i O•oo0 mn (n 7'O Ow 'FrtX 0 I ¦ 31 . X Co' N>> C O N :3 3 O n O S 0 (Ay rO z D .Z1 ;a 7c (A -? g g -- 05-0 CD So ?5 ^,o m m v? M m m 'D (A W SON 00 C om (DN oo? 3? -a r m ao 9 m-- N r r- 3 m m o. o FIo N p m Z m< < < '1 o- IS ?rnD m? m m p0 O Oc =N < o 5 D< O O OQ 8-,0 W On m Z Z Z O _ „? N? O -O D Z N N N ,..Z .. 3• O O O • (A N O NO N p (O O (D O O w N N Elevation (ft.) N Elevation (ft.) .. p - O p to o' (1 7 O O O Li-I 0 2 2 T O N a 1 jj i1( N , al Duo v ONi o m o Corm O= Z u ' ?m ?Z SQUARE STADIA R00 0 ;a W A j -,i,1,7 ?m Q rtO -«O 3 0? Mr O ? o ?? IJ J L J I'LL, I (? o ?? LI_I , n r m ?r vZi? rnm a' tnm Ln. m N rt N m _ _ a)?? F. OD Om D? D=p Z r:) mm ma7 D ?? y mZ a? m C Z Z m0 m z c ,a Z n z ? n m e- K .. .. o N S =z z D a m o C'n O„m" ? n 0 w M az 0 z y rz? o o C/1 ;a o N 9. ?O 0 m n O r m z Q N m CD m v o o a? C) z? z=zw CD °p z L4 N R1 n `''3 I .1 I R I I I I I ?I ' I I R I I I I I I I __ ?? ? I I I I I I i l l I I `YV I N X I I I I I I ' -- I - c° r I I r ? ? I I I I i I rt O N I -- ' - r I I I p I I 1 I (Q I L 1 1 ? ' v ' ' I m _ z - r r r -r r ?- r ?- r" - T Z T -i- - r r r r 1 I + _ _ i L L i 1 1 1 J J_ I I - r - _ I _I T -T- T T T 1 ? 1. 1 1_ J_ T -- T -- I r 1 f ' I 1' I i I T I "T T T _I_ T ?_ ..1_ l- N N IJJ1 .JJ1 LLIJ- LLIJ 111_I 1:-I-I_ - I-I,T -fIl, ' f"I-I, T rl- I" T rl-I , T rr IJJ1 LIJ1 .LLIJ IJ LL_ 1LLI 1LLL __J1 _ IJ.1 _ IJ. 1L _ --I -IT - I-li - rl-I(D' BFI -t - II I I-0T II¦ QI I II - rl?f - ' ' IIII III II I l ___ .LI L _ I_I 11 LL _IJJ1 I_IJ1 LLIJ LLI_1.. .L LLI_ 1L1_L. _IJJ1 _i1 LIJ1 .___I LIJ rrl ? LLIJ Tr. l 1LLI 11 LL - - ttt-- - I I,I -hY-- -- -- - T m - ? 1 1 - 1 n I I i_ r - I I_ -1- 1 I II -- L ? L L L 1 1 .1 1. J? J J_ T _II -T r ? r I T r -1 r 'r l . } i r T 1- -i- T -r I '1. r? ,1 ?- -+- L y _ L J- L L y L L . L I 1 1 i I 1. ? I¦ J J_I1 .!J.I L! i_I ?I LLU iLL_ J_LU_ J1 L", rrllT LIJJI rr17 I. LIJ. Trrl 1LLI Tirl_ 11LI_ J I I I I I I I I i Y " I ?AA Ii;I ?i IIT ?? ?II ¦I I I - ---- I I I I- I I I T - rT T I IJ 1 L LIJ 1 L 11LI _ T T7J l Trr 'T _IJ 11 -_Ill .LLIJ. _11. 1LL.I 1LLl_ _I.J J J. LIJ 1 LIJ . L 1 L LI_ 1 L L'. - - _ ?llllrli = ID 11_ o _ Elevation (ft.) Elevation (ft.) CD t0 40 t0 t0 W CD to to to N (A A tr a) N W P. (r 0) >>> 7 - 7 7 7 3 -- F_F_F_F O CCCC - N 7 7 CCCC - rm ===- CVJ 0 -=-= r O Ia zm (?Dr. ? ;; C1>c 00 x 10- 1., - -a r y?3? yo3? FBI pz Qco3w ?m3A 11 11 rn 0? O L 11 N o'v_?On - d ? m 7 m N = 7 T 1 1 °? _L L L?j?'?L .1 1..1 1 J J J a T L L 1 1 1. J _ J_ ;0;- ID OVO 0 Z WT - - N - - - -- -- T? O __ r r rrT rtT -w ___ r-r"r T T T r- ,O N cn O a o = (7 - C 0 r r O c;0 N 0 ;a m NO a rt0 ?I N (A n N - - - - 7 --- j 2 OO N p N O 30 m i IF 3m i1 0 _? II 111 a ?? a o _ L L _LLL L .1 A]- 1 1 J1_ ' _? 11 ?.1. J J p a Z I I CD (D Z - Q -?N - - - -O i' N v T_ -1TT _T -r r - T? T- T- -?' 1 _ 4- - - - - I rfT I ¦ ¦ III ¦ ¦ ¦ p ¦ N N N -n a) :E O O ID r _ _L L .LLL L 1. 1 , _I_ _ _ L _L L 1 J- 1. 1 I.J. J_ 0og?Dg 0 C ? m m z ---- ------- - - J is ;- ---?;-- ,--?,-- - - D - - - - M m m tD W Z m < < < O _ -1. 1 m m > _> Di o -II <N < O O O r r rrr "r r r r T T r N r"" r(OT N O NI Iwl IAI ICI ICI rlr T Z Z Z (11 II? = '- Un ED CD to m 0 W (D _ Z N N N O .- r-I- N O O r r- O N O N N) N 00 N tp t0 t0 t0 t0 t0 N W A tJ? tT Elevation (ft.) Elevation (ft.) O O A W N O N -I O O cm on v artc'a ?g m CD iv 10 , 0 n go I'-I IT I-1?r 711 rrn Trl-I Tirr SO. Ky Ig77C pN ON 33?CD IS=r jy 0 ID O O (D to c tD 2 N O ?7 C10 fD 0 O 161 < a O y O CD 0 Q U D 3 7 (7 (JI (7 N• p 0.9 3 0 7_ N ? a) N ? WD o 00 FtON C7m y? 7 yZ 7 ?7 f01CCD 10 yTt y? O O 02. C Np CD N 1 Q CD ;0 0 5%0 N i17 Off. IS O N O? N t'p < O .. OO ,10 0.7.7 7r n 7r N fD y ; ID O N m m N 7 W I ILL -:71 11 lill 11 z W -n 0 r- rn co O Om ?pz SQUARE STADIA ROD 0 O o ;m OC r- z m O 'v (n I',, rn 111h111111111111111111, r. ;a z K m 5 m m --I m? CD ;a --I 3 o? om ?z=0 T m mrn moo ?-? N 0z _v? m c Z Z_ 3O m z ti V (7 N n f n D o ^ W o? .. .. m _u p N [ 10 z aD0 Q'nma A "I n C/) INV o W P az nOZ -z0 o O A ?n C_ mzv< o O rmC ?0?03i7 0 -1 ?• m o g .. D oZ c n?o3rn n mn M a a•0 o 0 00 Z D{ G) Z? n=zy 1'11 -I 0 z w CIO JJ1 _IJ1 LL IJ LLIJ_ 1 L 11 1 1LI. IJJ1 I_IJ1 LLIJ LLIJ_ IIII 1LLI III LLI_ t i - - L1_ I Ii I I I I I I I I I I - - I I -- '~ ? ? ~I l i I 'I? I i I~I? I l i i 1141 -rrr rllT rn? rrn- rrn rrrr IJ 11 LIJ1 LIJJ LLIJ 1L1_I 11 LI_ II III IJ11 JJ1 .LIJJ LLIJ. J1. LI 1LL1_ III l l -.r J11 IIII 1 I_IJ1 IIII - LIJJ IIII _ _ _ LLIJ. IIII ?r r l 1LLI IIII irr- .11 LI_ I J 1 JJ LI J_ 1 L1I l 1LL _ _! _I J1 LLI _ - ?? I hrl ILIJ I ?.IJI III I i r.-? LEI-=I- -`rrr ?--?-+1-?L-*L tiI I -nTrI ? rnT rrr rrli Trr1 Trr J; _!I ? ? IJJ LI=J LLIJ 1L! I ~I I 11L I } -IJJ1 II r J1 I LI_1 LLIJ 1LLI. J1L1_ _ _ i I_I_I_ _ j I I I I =1 I_I _I I j?-- I I_ I --Ij I I_I r r-- l l I I -- 11 III I -- \ aa. /lb \ 1 i 1 1` 1 \ l l .o?rp r\ , ° I _- \?\-------- --- /' ------------ -- ------ ---------- ---------------- ------------ r-XCD oot oz n ? JI 1 J? 1 "i r I \ 0 00 ? CD rn OX i -- Z vZ m ---- ------------- 1 o ?0 0 00 __1 m - ?j o r z m m 0 =i v t> m -4 CO d N - ' - .\ m Z m ' N a z -?... ac m CD Q zog 3 3Z D m0' (?l 0 C_ M U) 0 4n' yc =Z z * Pa ^z r,a z °v, 4Ph ;o C n o "? z 00 Y+ z O 3 n O C_ 5? yO ?Z rm??W N in m o I CD 0 J .. g .. 0 o? Z?m m ?m7m0 a ?•? b 0 00 z n +f -1 1 n Z N ;? CD 0 0 w m -I I I L' 0 0 11 Figure 4 12 thirteen various EPT taxa. The total number of individuals found within the EPT taxa is 82. ' Data from the baseline surveys are summarized in Table 2. As a part of the biological stream attribute assessment, a habitat field data sheet has been ' completed to describe the potential habitat and physical conditions of the stream. The habitat assessment measures characteristics associated with mature streams including bend angles, in-stream habitat features, substrate, bank stability measures, and vegetation ' parameters. The pre-construction stream received a habitat assessment score of 61 out of a possible 100. The assessment gave high scores for bank stability, light penetration (Le. good shading), and riparian vegetation width. Medium to low scores were attributed to ' stable habitat, substrate type, riffle habitat, and pool variety. The reference stream received a habitat assessment score of 100 out of a possible 100. Completed stream habitat assessment forms describing the physical habitat characteristics present in the channel during the August 2001 sampling will be used for comparison with subsequent sampling dates (Appendix C). 2.2.2 In-Stream Flow ' An ISCO brand, continually monitoring stream gauge was placed at the lower end of the stream culvert located in the roadway in the western portion of the Site. Data recorded for this monitoring year include water levels and velocity from the date of installation on ' February 22, 2002 to October 19, 2002. The yearly hydrograph is shown in Figure 5. The graph is punctuated by a series of small rain events at the beginning of the monitoring period and a series of larger rain events at the end of the monitoring period. No flow was recorded during the period extending from May 23, 2002 to July 23, 2002. During monthly visits to the Site, many larger streams in the ' region including Pinch Gut Creek were completely dry. Average daily discharge at the culvert was calculated at 0.12 cubic feet per second (cfs) and average hourly base flow (discarding peak flow periods) was calculated to be approximately 0.04 cfs. Bankfull ' velocities at the downstream invert approach 3.5 to 4.0 cfs. 2.3 EVALUATION OF SUCCESS CRITERIA ' Success criteria for stream restoration has been subdivided into three primary components: 1) successful classification of the reach as a functioning stream system; 2) channel stability 1 indicative of a stable stream system; 3) sufficient hydrology to support a perennial stream, and 4) development of biological communities over time. Only the first two items will be addressed, with the biological and hydrology component appearing in subsequent sampling ' dates, when more data becomes available. For classification purposes, the stream supports an entrenchment ratio greater than 2.2 and ' a width/depth ratio less than 12. The channel exhibits high sinuosity (>1.5) and an average riffle slope between 0.004 and 0.006 (rise/run). The riffle substrate is dominated by fine gravel (D50: 2.4 mm). Therefore, stream geometry and substrate measurements under ' current conditions suggest a stable E4 stream type, as proposed in the mitigation plan. 13 Table 2 Benthic Sampling Results for Reference Site Baseline Data Baseline Reference 2001 Ephemeroptera Ameletidae Ameletus lineatus 4. Baetidae 10 Caenidae Caenis sp. 1 . Ephemerellidae Eurylophella sp. 3 Heptageniidae Stenacron interpunctatum 1 Stenonema sp. 4 Leptophlebiidae Paraleptophlebia sp. 31 Plecoptera Perlidae Eccoptura xanthenes 2 Perlodidae Isoperla sp. 4 Trichoptera Hydropsychidae Cheumatopsyche sp. 3 Limnephilidae Pycnopsyche sp. 8 Philopotamidae Chimarra aterrima 10 Uenoidae Neophylax sp. 1 Total 82 (PU 009S 199J ) 400 19n CO LO d' M N 0 0 C) O N r N O N O r U N C) O r ? _ O \ 0 N O T- ti J I i cu % N 1 0 IC T N DL cu O O d' L .r 2 ? U O N J ? M (Q I I N co `- O N U') N ? U ') O I n r - r- L N O O The as-built meander geometry and channel dimension relationships compare favorably with the emulated, stable E4 stream type set forth in the mitigation plan (Table 1). Based on pattern, dimension, profile, and substrate measurements depicted in Table 1, Figure 3, and Appendix D, current monitoring has demonstrated the stream geometry of the constructed E4 stream type has been stable over the course of the first year. P 17 11 L ' 16 4.0 WETLAND HYDROLOGY MONITORING ' 4.1 MONITORING PROGRAM Seven continuous recording (Infinity), surficial monitoring gauges were located in the eastern ' portion of the Site to provide representative coverage and flow gradients extending through the riverine floodplain. The monitoring wells were installed in February 2002, a year following the completion of stream and wetland construction. Figure 6 depicts . the ' approximate location of the monitoring wells. Monitoring wells were installed and downloaded in accordance with specifications in U.S. Army Corps of Engineers', Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA-3.1, August 1993). ' The monitoring wells are set to a depth of approximately 48 inches below the soil surface. The data extending from February 20, 2002 to December 15, 2002 have been utilized in this ' Year 1 AMR, to cover the 2002 growing season. The growing season in Anson County is defined as the period between March 15 and November 19, or 2249 days. Hydrological ' samples continue to be collected at twenty-four hour intervals. 4.2 MONITORING RESULTS ' The raw well data are depicted as hydrographs in Appendix E. Line intersection at 12 inches below the surface was used as the cut off for wetland hydrology, following the regulatory wetland criterion requiring saturation (free water) within one foot of the soil surface. Wetland hydrology criteria including maximum consecutive saturation days and percent of the growing season are summarized in Table 3. Five groundwater gauges were located within the wetland creation (W1, W2, W3, W4, and W5) and two gauges (W6, W7) were placed within ' the Pinch Gut floodplain adjacent to the slough to monitor hydrology in and around the restored slough. Success for wetland creation is based on the five gauges located within the creation area. ' In general, water levels show a typical pattern of flooding during the early spring, followed by late summer and autumn draw down period, punctuated by peaks associated with ' precipitation events. The five groundwater gauges (W1-W5) located in the wetland creation area exhibited nearly identical hydrology with a maximum consecutive saturation of 96 days or 3( percent of the growing season. Gauges placed adjacent to the slough exhibited ' maximum consecutive saturation between 35 and 38 days or 14 to 15 percent of the growing season. ' 4.3 EVALUATION OF SUCCESS CRITERIA Hydrological success criteria require saturation or inundation between 5 and 12.5 percent of ' the growing season during average climatic conditions. These areas are expected to support hydrophytic vegetation. The groundwater data indicate that all gauge locations and corresponding physiographic areas achieved hydrological success criteria for 2002. Wetland ' creation areas exhibit wetland hydrology for 39 percent of the growing season. Figure 6 depicts wetland boundaries mapped using gauge data and corresponding hydrophytic vegetation signatures. Based on the mapping, approximately 1.7 acres of created wetlands reside within the 22.6-acre site. 17 I AD C-) 0 m m I \ ( I \ / I 1 I 1 I I f ??V 1 \ I I ?? l???o \ \ \ ?!I 1 \ \\ so 1 \ --------- - \ ------ 1 it ?- ------ -------- moo, ono , - - - - - / ?c a p 00 c Z (A C.)Z 3E - 1 t - I \N --- - --------- ----------- \ ?...-?...? I ' 000 O - N N Ke,q owl KA L" m m :E m X 0 K -1 gZ z N > r o` D g 0 z m C V N (n y D O r v o Q O „ -i V) m yo 0 z m O z m a z r C D 0 Z ? zz m r 'D co co r°aWZC? Zg yZ D mn 10 oz?co ?? "?-< n?Z OZO3 o o 0 0) m ° g >?aa 0Z 0? ?3? a700?m N n to No o Z?UZ o Z-< O? Z? Z=Ztn O CAD 0 0 0 y ?m n cc Q O "D 0 r- r- .9 C 0 - 0 *5 (D ' W t? c J m 0-0 M r G c E Ea0 EO= N N a F F N N 7 m 16 z E E XF m Z 0) 0 0 0 w 0 0 c U c U y y (D y Q) N N N (D N N O O O O O 1 co c c co c N N N (D a) O ca O *' O 7 7 7 O (? a) N c? 0 a) d E cu E ca E cu E E E U v U E 5? a 0 0 (D (D a) 0 ca 0 cc V cu co ca w as V ? V ? c 0 c 0 c 0 c 0 c 0 c 3 a o c 3 o o 0 - N U U U U U c '? C C c c C 0 O ?_ C O O a O ca c0 -0 . 3 3 3 3 3 °o N o Q) C c C C C C o C O 'a m c m m ? ? c a ? m O O O O 0 ? 0 0 •i?- d 01- N C . N m CD m (D 0 It LO ?? 0 C 0 N co co co cf) co T T N L i (5 C 1) d a C :. O ^ rn m ? co m Q R .,O c 7 M 0) Q r N n U ? Z Q (D L co 'O ~ 0) tlJ N 3 `o rn ca L N .0 o w O Z U; co T O L E L w+ ? C co cu ? c C U 7 O N U c d O C c F- 0 .r c? U ? U cC O N N t0 d 3 0) 0 N N ca ? ?? U O j ? O O O ? ? H 3 N 5.0 WETLAND VEGETATION MONITORING 5.1 MONITORING PROGRAM Quantitative vegetation sampling was carried out in October 2002. Four permanent sampling ' plots were established, including three 600-foot transects within planted areas (plots 1, 2, and 3) and one 300-foot transect within the non-planted area (plot 4). The vegetation plots were established in a manner which best represented the entire site. The plot width along ' each transect extends 4 feet on each side of the tape, providing a 0.11 acre plot sample for the 600-foot transects (600 feet x 8 feet/43560 feet/acre) and a 0.055 acre plot sample for the 300-foot transect (300 feet x 8 feet/43560 feet/acre). The intermediate and end points of each plot were permanently established with a labeled, green metal fence post that was spray painted bright orange. ' All woody species rooted within the plot boundaries were recorded. The four plots were separated into three categories based on community classifications presented by Schafale and Weakley (1990) and the planting status. The three categories include 1) Piedmont Alluvial Forest (plots 1 and 2: planted); 2) Piedmont Swamp Forest (plot 3: planted); and 3) Piedmont Swamp Forest (plot 4: not planted). The data was then used to obtain the total ' number and the relative percentage of each woody species per acre. The percentage of each species per acre in addition to the corresponding wetland status will be used to evaluate the success criteria (see Section 5.3). Vegetation sampling from plots 1 and 2 will ' be used to determine planting success of riparian areas associated with stream restoration. Wetland creation success criteria will be based on vegetation sampled in plots 3 and 4. Figure 7 depicts the approximate location of each vegetation sample plot and the planting ' plan. Complete species inventories can be found in Appendix F. Photographic records of vegetative plots are shown in Appendix G. ' 5.2 MONITORING RESULTS The vegetative communities within the mitigation area include Piedmont Alluvial Forest, Piedmont Swamp Forest (forested and logged), and Dry-Mesic Oak-Hickory Forest. The ' majority of 'the acreage within the mitigation area has a well developed canopy and a shrub/tree layer (>1 inch DBH) composed of volunteer species that vary in abundance according to the landscape position and micro-topographical differences. A diversity of ' planted species (22 species) has survived within the planted portions of the mitigation area. Herbaceous vegetation is sparse throughout the mitigation area; however, patches of ' hydrophytic vegetation were established during the spring and early summer including sedges (Carex spp.) and rushes (Juncus spp.). ' The Piedmont Alluvial Forest is dominated by mature loblolly pine (Pinus taeda), red maple (Acer rubrum), and Chinese privet (Ligustrum sinense). Other prominent understory and sapling species include silky dogwood (Corpus amomum), American elm (Ulmus americana), ' willow sp. (Salix sp.), various red oak spp. (Quercus spp.), sweet-gum (Liquidambar styraciflua), flowering dogwood (Corpus florida), holly sp. (Ilex sp.), and ironwood (Carpinus caroliniana). 20 m w = m m = i =' i = = S m = = m w m U) 0 z m 1 , \l \\ / ----- - ------------ ------------ O / ------------ ---------- -------------- ------------ --------- ------------ -- -------- m ? C Vf 2 -? Z ? G7 < 1 r ' ------ I , - --- - F \ s t` N t F t F t F t F t F t F s', ',', s s s s s s s s'4?st st st st st st st w?( s i s s s s F-_ s;',t Ft Ft Ft s t Ft t Ft Ft _ s s s s s s s - ---_; ?_ ?\ -- s ?; ? t s t s t s t s t s t s s ------ ___ ' V? Ft st s st st st st st s % ? F t F t s s t s \ F i r? F v '„ v A r F ? M < v < rn c ? ? ° o - D o z m = g Z ° O vDi -i ;o m N Z, n M _0 m p D V1 n v D f --I A m .0 D O < Z Z (A < D n K _ C) Q z =! r- O A ? -n O ;o 3 ;u z m G7 ;o m m m (n m m m C ;o (A O M Z m m D M N :j < -a n m z o N z O U? O ? O W A O+o 1 O+o 1 p Q1 '4 U 1+ + IT I+ y - - - - - - - - - - - - j' ` F 1 9) I I I 1 I O m z ? ; 3 m 1 Z? 1p*1 D O O m D m 0 Z D v o ? o O o z m z =m z ° o 0 0 0 v C m v> O ? A Z m O 00 m m mz O o N _ r Z Z A z g v 0 co o c 0 z ° W W n W (D I+ y m x o Q n f 3 3Z ° n 'n Z q o ?z z aao o?ma o V c p .. o 00 ?p C? duo ZZpCE Z O Cn a ' c y n .. g .. Ilk)NOVA Z? m a?MM N v Z Z Zy Z=ZN O n 0 o v O m n `? CD W 0 If `? \ ? '` "`? it / I 1 1 \? I ? The Piedmont Swamp Forest is dominated by sweet-gum, red maple, loblolly pine, and Chinese privet. In addition, this area is composed of species including American elm, willow ' oak, deciduous holly (Ilex decidua), and green ash (Fraxinus pennsylvanica). A portion of the Piedmont Swamp Forest has been clear-cut and is vegetated by a combination of ' planted and volunteer species. The dominant species within this logged area' includes red maple, Chinese privet, greenbrier (Smilax spp.), and blackberry (Pubus argutus). Additional prominent species include winged elm (Ulmus alata), willow oak (Quercus phellos), green ash, and persimmon (Diospyros virginiana). The planting plan was modified slightly to accommodate changes in -as-built stream and ' wetland creation areas. A logged portion of the Site was included in a supplemental planting in March 2002. Of the 24-acre mitigation site, a total of 5.2 acres within the Piedmont Alluvial Forest and the Piedmont Swamp Forest was planted at 435 stems/acre. An additional 0.8 acres of stream-side assemblage area was planted at a density of 680 stems/acre. Stocking levels of planted trees and natural recruitment for each plot is summarized in Appendix F. A total of 39 woody species, both planted and volunteer were surveyed. The top 8 species include Chinese privet, red maple, sweet-gum, loblolly pine, silky dogwood, green ash, American elm, and willow oak. The total stocking level averaged across the Site is 5380 ' stems/acre. Chinese privet, red maple, and sweet-gum account for approximately 54 percent of the total number of stems surveyed. Establishment of planted seedlings on moist sites appeared to be very good. Moderate mortality to planted upland seedlings and live willow stakes was observed. Early season drought is suspected as the primary cause for the seedling mortality. ' 5.3 EVALUATION OF SUCCESS CRITERIA Success in the restoration of wetland vegetation includes the establishment and maintenance of a species composition sufficient for a jurisdictional wetland determination. Additional success criteria include a minimum mean density of 320 characteristic tree species/acre surviving at least five years after the initial planting. At least five characteristic tree species must be present, and no species can comprise more than 20 percent (64 stems) of the 320 stem/acre total. Softwood species (ex: loblolly pine, black willow) cannot comprise more than 10 percent (32 stems) of the 320 stem/acre requirement. Tables 4-6 depict the number of trees/acre by species that can be applied to the 320 trees/acre criterion for each of the three categories, 1) Piedmont Alluvial Forest, planted; 2) Piedmont Swamp Forest, planted; and 3) Piedmont Swamp Forest, not planted. The 562 trees/acre, 420 trees/acre, and 512 trees/acre totals, for the above mentioned categories respectively, exceed the 320 trees/acre requirement stated in the monitoring plan. In ' addition, the number of characteristic wetland species identified totals 11, 8, and 8, respectively for the three categories, exceeding the five species diversity minimum stated in the monitoring plan. Therefore, current stocking levels satisfy the vegetation success ' criteria. ' 22 H P, I Table 4 Characteristic Tree Species' for Vegetation Success Criteria 2002 Piedmont Alluvial Forest Anson Waste Management Facility Stream and Wetland Mitigation Site Total Trees per Acre Trees per Acre Allowed to Evaluate Success Criteria Common Name Scientific Name 2002 2002 American Elm Ulmus americana 145 64 Green Ash Fraxinus enns lvanica 91 64 Ironwood Car inus caroliniana 118 64 Red Maple Acer rubrum 723 64 River Birch Betula ni ra 95 64 Silk Dogwood Corpus amomum 473 64 Sweet Gum Li uidambars raciflua 323 64 Bitternut Hickory Ca rya cordiformis 68 64 Box-elder Acer ne undo 27 27 Sycamore Platanus occidentalis 14 14 Hackber Celtis occidentalis 9 9 Total 2086 562 'Per the success criteria, the number of characteristic tree species elements must exceed 320 stems/acre. However, the maximum number of stems allowed to fulfill success criteria is limited to 20% of the 320 stem/acre total for hardwood species (64 stems/acre maximum by species). For softwood species, the maximum number of stems per/acre allowed is limited to 10% of the 320 stem/acre total (32 stems/acre by species). Characteristic species include planted elements along with natural recruitment of native tree species identified in reference ecosystems. Table 5 Characteristic Tree Species' for Vegetation Success Criteria 2002 Piedmont Swamp Forest (Planted Area) Anson Waste Management Facility Stream and Wetland Mitigation Site Total Trees per Acre Trees per Acre Allowed to Evaluate Success Criteria Common Name Scientific Name 2002 2002 American Elm Ulmus americana 100 64 Green Ash Fraxinus enns lvanica 418 64 Red Maple Acer rubrum 1091 64 Red Oaks . Quercus s pp. 355 64 Sweet Gum Li uidambar s raciflua 1247 64 Willow Oak Quercus hellos 136 64 Deciduous holly Ilex decidua 27 27 Ironwood Car inus caroliniana 9 9 Total 3383 420 'Per the success criteria, the number of characteristic tree species elements must exceed 320 stems/acre. However, the maximum number of stems allowed to fulfill success criteria is limited to 20% of the 320 stem/acre total for hardwood species (64 stems/acre maximum by species). For softwood species, the maximum number of. ' stems per/acre allowed is limited to 10% of the 320 stem/acre total (32 stems/acre by species). Characteristic species include planted elements along with natural recruitment of native tree species identified in reference ecosystems. Additionally, characteristic tree species should support a jurisdictional determination. Table 6 Characteristic Tree Species' for Vegetation Success Criteria 2002 Piedmont Swamp Forest (Non-Planted Wetland Area) Anson Waste Management Facility Stream and Wetland Mitigation Site Total Trees per Acre Trees per Acre Allowed to Evaluate Success Criteria Common Name Scientific Name 2002 2002 American Elm Ulmus americana 273 64 Deciduous holly flex decidua 236 64 Green Ash Fraxinus enns Ivanica 473 64 Ironwood Car inus caroliniana 145 64 Red Maple Acer rubrum 1527 64 Red Oaks . Quercus s p. 182 64 Sweet Gum Li uidambars raciflua 91 64 Willow Oak Quercus hellos 291 64 Total 3218 512 'Per the success criteria, the number of characteristic tree species elements must exceed 320 stems/acre. However, the maximum number of stems allowed to fulfill success criteria is limited to 20% of the 320 stem/acre total for hardwood species (64 stems/acre maximum by species). For softwood species, the maximum number of stems per/acre allowed is limited to 10% of the 320 stem/acre total (32 stems/acre by species). Characteristic species include planted elements along with natural recruitment of native tree species identified in reference ecosystems. Additionally, characteristic tree species should support a jurisdictional determination. :z 1 A LJI 6.0 SUMMARY-AND RECOMMENDATIONS The Year 1 AMR (2002) data indicate that the Anson Waste Management Facility Stream and Wetland Mitigation Site achieved regulatory* success criteria for stream geometry, wetland hydrology, and vegetation after 1 year of development. Functional attributes exhibited include long term surface water storage, energy dissipation, retention of nutrients and particulates, and establishment of characteristic stream and wetland plant and wildlife populations. The created wetland areas appear to support hydroperiods and successional patterns conducive to establishment of wetland forested habitat. The results also indicate that current Site conditions 'meet or exceed the mitigation requirements for both stream length and wetland acreage, as projected by the mitigation plan. The mitigation project initially required compensatory mitigation for impacts to 1085 linear feet of stream channel (stream area of 0.07 acre) and 0.49 acre of wetlands. The mitigation plan outlined strategies designed to compensate for these stream and wetland impacts included stream reconstruction and restoration along approximately 2040 linear feet and 0.98 acre of net wetland creation. The channel geometry and substrate compare favorably with the emulated, stable E4 stream type established on reference (relatively undisturbed) stream reaches and as set forth in the mitigation plan. The current monitoring has demonstrated that the pattern, dimension, and profile of approximately 2797 linear feet of Priority 1, E4 stream restoration are stable over the course of the first year. The groundwater gauge data for the created wetland area indicate that hydrology success criteria have been achieved. Currently, approximately 1.7 acres of succeeding forested wetland habitat occur on the Site. This represents more than 0.7 acre of net vegetated wetland restoration gain over the original amount of compensation set forth in the mitigation plan. Additionally, approximately 0.8 acre of open water backwater slough has been restored to historic hydrologic conditions and approximately 5.8 acres of wetlands have been enhanced/preserved within remaining portions of the Site. The current vegetation surveys reflect conditions typical of mid-successional forest development on disturbed floodplain and sideslopes in the Piedmont. Early- to mid- successional forest tree species adapted to these conditions include black willow, sweet- gum, red maple, green ash, and river birch. Improving soil properties, increased shading, and more mesic conditions will favor mast producing elements such as oak and hickory to become established in sufficient quantity to develop into a characteristic floodplain bottomland hardwood assemblage. The variable hydrologic regime found across the Site will promote diverse wetland community patterns across the site and will consequently enhance opportunities for wetland dependent wildlife. Vegetative data also indicate that the wetland creation areas support species typical of bottomland hardwood communities at densities sufficient to meet jurisdictional standards. Minor bank erosion has occurred along several outer bends directly below the road culvert and in a reach of stream located approximately in the middle of the Site. The erosion has 26 occurred in these areas due to vegetation failure, incised construction, and increased stream power and shear stress created by the culvert. These areas will require slight channel modifications and may include the removal or slackening of channel bends or floodplain excavation. Additional recommended remedial work includes plugging more of the.original stream channel and the construction of small berms in the floodplain to redirect bankfull flows back toward the channel. Currently, discharge over bankfull is using portions of the old channel and bypassing the new channel location. A work plan is currently being developed to address these concerns. The remedial work plan and implementation will be detailed in the following monitoring report. 11 h 7 L 27 6.0 APPENDICES Appendix A: Monitoring Plan Appendix B: Post Restoration Photographs Appendix C: Baseline Biological Monitoring Data Appendix D: Channel Profile and Substrate Data ' Appendix E: Groundwater Gauge Hydrographs Appendix F: Vegetation Plot Data Appendix G: Photographic Record of Vegetation Plots fl r ? 28 11 J u APPENDIX A ' Monitoring Plan (Excerpt from the Monitoring Plan, August 2000) 2.0 MONITORING PLAN ' The Monitoring Plan consists of a comparison between reference and restoration areas along with evaluation of jurisdictional wetland criteria (DOA 1987). Wetland monitoring ' will entail analysis of hydrology and vegetation development. Stream monitoring will include assessment of channel stability and biological attributes. Monitoring of restoration efforts will be performed for 5 years or until success criteria are fulfilled. ' 2.1 Wetland Hydrology After hydrological modifications are performed, continuous monitored, surficial ' monitoring wells will be installed in accordance with specifications in U.S. Army Corps of Engineers' (USACE), Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA-3.1, August 1993). Monitoring wells will be set to a depth of ' approximately 48 inches below the soil surface. All screened portions of the well will be buried in a sand screen, filter fabric, and a bentonite cap to prevent siltation. The recording device will be placed above the projected depth of inundation from overbank ' flooding (based upon elevations that do not exhibit evidence of recent wrack or silt lines). The wells will be stabilized by reinforcing steel bar (re-bar). Seven monitoring wells will be installed in restoration areas to provide representative coverage within each of the physiographic landscape units depicted in Figure 3. Hydrological sampling will be performed by the automatic sampling device on a daily basis throughout the year. Well data will be downloaded from the device on an average, 2 month interval. 2.2 Hydrology Success Criteria Hydrology success criteria comprises saturation (free water) within 1 foot of the soil ' surface for a minimum of 5% to 12.5% of the growing season, under normal climatic conditions. This hydroperiod translates to saturation for a minimum, 13-day to 28-day consecutive period during the growing season, extending from March 28 through ' November 3 (USDA, unpublished). 2.3 Wetland Vegetation ' Monitoring procedures for vegetation are designed in accordance with EPA guidelines presented in Mitigation Site Type (MiST) documentation (EPA 1990). The following ' presents a general discussion of the monitoring program. Vegetation will receive cursory, visual evaluation during periodic download of monitoring ' wells to ascertain the general conditions and degree of overtopping of planted elements by weeds. Subsequently, quantitative sampling of vegetation will be performed once annually during the fall for 5 years or until vegetation success criteria are achieved. ' Permanent, randomly placed plots will be established at representative locations in the wetland restoration areas. Each plot will consist of circular or transect plots, dependent upon site conditions encountered within each wetland restoration area. Circular plots will typically extend fora 37.2-foot radius, encompassing a 0.1 acre land area. For L 1 L transect plots, two 300-foot transects will extend from a central origin. The plot width along the transect will extend 4-feet on each side of the tape, providing a 0.11 acre plot sample at the location. Four plots will be established to provide a 25 percent sample and a depiction of tree species available for expansion within wetland restoration areas of the Site. In each plot, tree species and number of stems will be recorded and seedling/sapling/tree height measured. Tree data from all plots will be combined into one database to calculate an average density, by species, represented in restoration areas of the Site. In each plot, presence/absence of shrub and herbaceous species will be recorded. A ' wetland data form (DOA 1987) will be completed to document the classification and description of vegetation, soil, and hydrology. 1 2.4 Vegetation Success Criteria Success criteria include the verification, per the wetland data form, that each plot supports a species composition sufficient for a jurisdictional determination. Additional success criteria are dependent upon density and growth of "Character Tree Species". Character Tree Species are identified through visual inventory of an approved reference (relatively undisturbed) wetland community used to orient the restoration project design. All canopy tree species identified in the reference wetland will be utilized to define "Character Tree Species" as termed in the success criteria. An average density of 320 stems per acre of Character Tree Species must be surviving in the first three monitoring years. Subsequently,. 290 character tree species per acre must be surviving in year 4 and 260 character tree species. per acre in year 5. Planted character tree species (oaks, cypress, and tupelo gum, etc.) must represent a minimum of 30 percent of the required stem per acre total (96 stems/acre). Each naturally recruited character species may represent up to 10 percent of the required stem per acre total. In essence, 7 naturally recruited character species may represent a maximum of 70 percent of the required stem/acre total. Additional stems of naturally recruited species above the 10 to 70 percent thresholds are discarded from the statistical analysis. The remaining 30 percent is reserved for planted character species (oaks, cypress, tupelo gum, etc.) as a seed source for species maintenance during mid- successional phases of forest development. ' If vegetation success criteria are not achieved based on average density calculations from combined plots over the entire restoration area, supplemental planting will be performed with tree species approved by regulatory agencies. Supplemental planting will be performed as needed until achievement of vegetation success criteria. No quantitative sampling requirements are proposed for herb and shrub assemblages. ' Development of a forest canopy over several decades and restoration of wetland hydrology will dictate success in migration and establishment of desired wetland understory and groundcover populations. 2.5 Stream Stability A selected stream reach, extending for a minimum of 300 feet along the constructed channel, will be monitored for physical geometry and in-stream flow. ' Physical Geometry Annual fall monitoring will include development of a channel plan view, channel cross- sections on riffles and pools, and pebble counts. Data to be generated will include: 1) ' cross-sectional area; 2) bankfull width; 3) average depth; 4). maximum depth; 5) width/depth ratio; 6) meander wavelength; 7) belt width; 8) sinuosity; and 9) stream substrate composition. The stream will subsequently be classified according to stream ' geometry and substrate (Rosgen 1996). Significant changes in channel morphology will be tracked and reported by comparing data in each successive monitoring year. 0 In-Stream Flow In-stream flows will be measured through placement of a continuous monitoring, stream flow gauge within the constructed channel cross-section or bankfull channel culvert. The gauge will be capable of recording stream stage (ft), velocity (ft/second), and discharge (cubic feet per second, CFS). The data will be reported as peak daily flows for channel velocity (ft/second), discharge (CFS), and stage in tabular and graphic format. As designed, the gauge will not record flow data associated with overbank flows that are distributed across the restored floodplain surface. 2.6 Stream Stability Success Criteria Success criteria for stream restoration will include: 1) successful classification of the reach as a stable stream type (Rosgen 1996) and 2) channel geometry changes indicative of a stable stream system. The channel configuration will be compared on an annual basis to track changes in channel geometry, profile, and substrate. These measurements will be utilized to assist in determining the success in restoring stream channel stability. Specifically, the channel will be successfully classified as an E stream type including a bank/height ratio less than 1.1, an entrenchment ratio greater than 5, and a bankfull width/depth ratio less than 12. The field indicator of bankfull will be described in each monitoring year and indicated on representative channel cross-sections. The bankfull channel may also be predicted from stream gauge data and compared to bankfull indicators starting in the third year of monitoring. Modifications to the channel will be performed to increase or decrease the sediment transport capacity, reduce sediment loading from the upper watershed, or adjust other attributes as needed. If the stream channel is widening due to bank erosion, additional bank or slope stabilization methods will be employed. 2.7 Stream Biology The in-stream, biological monitoring program will follow procedures established in DWQ's, Interim, Internal Technical Guide: Benthic Macro-invertebrate Monitoring Protocols for Compensatory Stream Restoration Projects (DWQ 2000). Benthic macro- ,7 invertebrate samples will be collected using the Qual-4 collection method. This procedure is preferred for 11t and 2"d order streams with catchments of less than 1 t square mile in the Sand Hill region. ' All biological samples will be collected during the summer months (June=September). Monitoring locations will be permanently marked and will extend for approximately 300 linear feet along the designated reach. Collection and taxonomic analysis of benthic ' macro-invertebrates will be performed by a certified DWQ. company/laboratory. Collected animals will be identified to the lowest taxonomic level possible. During each sample event described below, Stream Habitat Assessment Forms will be prepared that describe physical habitat characteristics that were present in the channel (DWQ 2000). Collection procedures and processed biological samples will be available ' for review by DWQ biologists, including annual reports summarizing the data in the fall of each year. ' The monitoring program includes: 1) a statement of biological objectives for stream restoration; 2) reference reach (target) sampling; 3) impacted stream reach (base-line) sampling; and 4) restoration reach sampling. Biological Objectives of Restoration The goals and objectives of stream restoration are to convert a linear dredged channel t into a moderate to highly sinuous stream. The existing, dredged channel is entrenched with floodplain benches consisting of eroded banks along the incised channel. As a ' result, stream restoration is expected to provide the following biological benefits: 1) Increase the abundance of pool habitat; including deep water and bank ' overhang shelters. 2) Increase the abundance of riffle habitat (higher velocity flow over coarser substrate). ' 3) Provide connectivity to aquatic organisms between the restored floodplain habitat and in-stream habitat during more frequent overbank floods. 4) Increase the diversity of stream substrates by transitioning flows from ' riffles to pools within each meander wavelength. 5) Reducing bank erosion and substrate homogenization (fining of the stream substrate) relative to existing conditions. The stream bed is expected to change from a silt dominated substrate to a coarse sand dominated substrate over time. 6) Increase the abundance of coarse woody debris in the channel. ' 7) Increase potential for colonization and expansion of benthic macro- invertebrate feeding guilds for intolerant orders (Ephemeroptera, ' Plecoptera, Trichoptera [EPTj) such as mayfly (Alentrella sp., Baetis sp.), stonefly (Allocapnia sp., lsoperla sp.), and caddisfly (Cheumatopsycue sp., Hydropsyche sp.). Diagnostic species utilized to assess benefits to biological habitat will be discerned from reference reach sampling. Reference Reach Samplin (Target) 9 ' A reference reach will be sampled to provide a characterization of taxa present within relatively undisturbed streams in the region that supports a similar drainage area (< 0.3 square mile). The reference sample will be collected within headwater reaches of Flat Creek, located on Fort Bragg, in Cumberland County. This reference reach and ' associated drainage area is unlikely to be impacted by development within the military base over the next several decades. In addition, this reference reach has been utilized to establish stream geometry for reconstruction. The monitoring location will be ' positioned along a transitional zone from intermittent to perennial stream, including a drainage area of less than 0.3 square mile. Along with Stream Habitat Assessment ' Forms, the results of the reference sample will be used to generate a taxa list of relative abundance, to assess diagnostic (target) taxa, and for future metric calculations and subsequent evaluation of findings. ' Impacted Stream Reach (Base-Line) Sampling Base-line (pre-project) sampling within the impacted stream reach will be performed prior ' to disturbance. A taxa list of relative abundance and Stream Habitat Assessment Form will be compared to reference reach data and restoration reach data to assess existing ' conditions and compile a list of taxa currently available for expansion into the reconstructed stream . ' Restoration Reach Sampling Restoration reach sampling will be performed annually for a minimum of 3 years, starting one full year after the impacted stream is disturbed and the restoration reach established. As described above, a taxa list of relative abundance and Stream Habitat Assessment Form generated for the restored reach will be compared to reference reach and impacted reach data in tabular format. The comparison will depict the taxa that are colonizing the reconstructed channel relative to target and pre-project conditions. 2.8 Stream Bioloav Success Criteria ' Success criteria associated with biological monitoring will follow procedures established in DWQ's monitoring protocols (DWQ 2000). Success criteria may be modified based on future, quantitative protocols established by DWQ. In general, Stream Habitat ' Assessment Forms will be utilized to verify functional replacement of in-stream, aquatic habitat. Summary statistics will be used to verify the process of colonization by diagnostic taxa, including a potential trajectory from base-line conditions towards target 1 conditions over time. ' The baseline sample, collected within the stream reach to be impacted by landfill development, will establish the functional capacity of the existing stream and will denote base-line conditions for restoration efforts. The target sample, collected within the reference (relatively undisturbed) stream reach, will establish the best-case conditions and ultimate, long term goal for the restoration project. ' Success criteria will include evidence that the restored stream reach meets or exceeds the base-line biological condition. Summary statistics within the restored reach will be ' used to verify that species diversity meets or exceeds diversity within the impacted stream. In addition, colonization patterns and development of aquatic habitat over time will exhibit a trajectory towards reference reach conditions in each successive monitoring year. ' 2.9 Report Submittal An Annual Wetland Monitoring Report (AWMR) will be submitted to USACE and DWQ at the end of each monitoring year. The AWMR will depict the sample plot ' locations and include photographs which illustrate site conditions. Data compilations and analyses will be presented as described in Sections 2.1 through 2.8 including graphic and tabular format, where practicable. Success criteria will be ' interpreted based on quantitative data described above. In the event that success criteria are not achieved, methods for contingency or remediation will be recommended e 1 1 I APPENDIX B 1 Post Restoration Photographs 1 APPENDIX B ' Post Restoration Photographs Photo of floodplain taken from road causeway (@ stream culvert) looking upstream. Photo of floodplain taken from road causeway (@ stream culvert) looking downstream is I u w n w u 11 r u u 0 I Photo looking upstream from center of upper reach survey location. Photo looking downstream from center of upper reach survey location. Photo looking upstream from center of lower reach survey location. Photo looking downstream from center of lower reach survey location. i Wetland Creation Area @ groundwater gauge S4F556A. Wetland Creation Area @ groundwater gauge S504557. Planted wetland creation area. Photo of re-hydrated backwater slough in Pinch Gut Creek floodplain. 1 C APPENDIX C Baseline Biological Monitoring Data TABLE 1. BENTHIC MACROINVERTEBRATES COLLECTED FROM ANBERSON COUNTY, AUGUST 2001. ' SPECIES T.V. F.F.G. LANDFILL REFERENCE ANNELIDA ' Oligochaeta ; Haplotaxida ' Tubificidae w.o.h.c. Spirosperma sp. 7.11 5.3 CG CG 1 Lumbriculida Lumbriculidae ARTHROPODA 7.03 CG 10 Crustacea Isopoda ' Asellidae *8 SH Caecidotea sp. 9.11 CG 4 Amphipoda Crangonyctidae Crangonyx sp. 7.87 CG 22 5 Decapoda Cambaridae ' Cambarus sp. 7.62 CG 1 3 Procambarus sp. 9.49 SH 3 Insecta ' Collembola Isotomidae 1 Ephemeroptera ' Ameletidae *7 CG Ame/etus lineatus 2.38 CG 4 Baetidae 10 ' Caenidae *7 CG Caenis sp. 7.41 CG 1 Ephemerellidae *1 SC ' Eury/ophella sp. 4.34 SC 3 Heptageniidae *4 CG Stenacron interpunctatum 6.87 SC 1 Stenonema sp. *4 SC 4 ' Leptophlebiidae *2 CG Para/eptophlebia sp. 0.94 CG 31 Odonata ' Calopterygidae *5 P Caiopteryx sp. 7.78 P 4 Cordulegastridae *3 P ' Cordu/egaster sp. 5.73 P 4 Gomphidae *1 P ' Sty/ogomphus albistylus Plecoptera 4.72 P 3 Perlidae *1 P Eccopturs xanthenes 3.74 P .2 ' Pedodidae *2 P isoperla sp. *2 P 4 Megaloptera ' Corydalidae *0 P Nigronia serricomis 4.95 P 1 Pennington any HvJV?iua..J, ;I lu. Page 1 of 2 ?....?..?..o ..?ance? 6onco.xis 8/8/2001 '`TABLE 1. BENTHIC MACROINVERTEBRATES COLLECTED FROM ANDERSON COUNTY. AUGUST 2001. SPECIES T.V. F.F.G. LANDFILL REFERENCE I I 17 Trichoptera Hydropsychidae *4 FC Cheumatopsyche sp. 6.22 FC Limnephilidae *4 SH Pycnopsyche sp. 2.52 SH Philopotamidae *3 FC Chimarra aterrima 2.76 FC Uenoidae Neophylax sp. 2.2 SC Coleoptera Dryopidae *5 Helichus basalis 4.63 SC Psephenidae *4 Ectopria sp. 4.16. SC Psephenus henicki 2.35 SC Ptilodactylidae Anchytarsus bicolor 3.64 SH Diptera Chironomidae Dip/ocladius cultriger 7.41 CG Hydrobaenus sp. 9.54 SC Microtendipes sp. 5.53 CG Parametdocnemus /undbecki 3.65 CG Paramerina sp. 4.29 P Phaenopsectra sp. 6.5 SC Po/ypedilum fallax 6.39 SH Tanytarsus sp. 6.76 FC Thienemannimyia gp. 8.42 P Tvetenia bavarica gp. 6.31 CG Zavrelia sp. 5.3 CG Simuliidae Simulium Sp. 4 FC Tipulidae Hexatoma sp. 4.31 P Pseudolimnophila sp. 7.22 P 77pu/a sp. 7.22 SH TOTAL NO. OF ORGANISMS TAXA RICHNESS NC BIOTIC INDEX EPT INDEX JACCARD COEFFICIENT % SIMILARITY SHANNON MARGALEF. SIMPSON 3 8 10 1 4 2 10 6 10 26 2 12 4 1 1 1 1 1 62 1 1 1 22 2 2 159 159 14 35 7.15 4.10 0 13 0.116 6.9 2.774 4.282 1.778 4.518 0.791 0.925 Penninrw±on and Associates, Inc. Page 2 of 2 ecoscienceandersonco.xis 8/812W I - r ti 1 1 z 0 H v m a a 0 v H O O H Z c?a 19 In h v? C 4 G -tic ??aszz L ? ? m lei ? ? -- ? m pc°. q 01 •• ?- w .. L _? yyj .Q t J 9 m C ? pr • ?? pC 3 L V WI i?! i?t k .tom i?t ?`! $ e0 _ f3 ? O - PO L .. _Q .'r N L i.l ? d N C m CNI ..4 to ?` JJ v v : m ?7 CJ r1 v a W m w L 'd co 0o 7 g g 44 R+ A y 041 -- Mountain/ Piedmont Streams 1 Directions for use of this Assessment: The observer is to survey a minimum of 100 meters of stream. preferably in an upmearn direction stat*g above the bridge pod and the road right-af--way . The stream segment which is assessed should represent average stream conditions. In order to performs a proper habitat evaluation the•observer needs to get into the stream AU meter readings need to be performed prior to naffing the stream. When working the habitat under: select the description which best fu the observed habitats and then circle the score. If the observed habitat falls its between two descriptims, sdect an uttermediate score. There are nine different metrics in this index and a fwal habitat score is determined by adding the results from the different metrics. Stream: br fD Ainvor Location: -Iftio1d wtAO /.>?1dDA?1. Road county ifl?rtl 1 Basin S/ SKIA) CC# / Date /a?ld observer(s): ML113 KK, _AErrl D?? Office Location U-Cibq Agency DATA 1 Type of Study (circle one): Basinwide Fish enthos Special Study (Describe) Latitude Longitude Ecoregion (circcleone ) Mountain iedmoa 1 Distance of Strewn Surveyed 91) meters 1 Physical Characterization: - Land uses: Forest ?oO % Active Pasture _% Active Crops _% Fallow Fields _To Commercial % Industrial _% Residential _% Other _%. Describe: Width: (meters) Stream 3 Channel (0 Average Stream Depth: (m) Velocity floc Flow conditions (circle one): High ? Normal -,c Manmade Stabilization: YVI N[ ] Describe: H enC B?n1 ST?41,?1ritfEt? 1n1 P+'?ST 1 Remarks: S'fe14)d-N%? 5 ra C?1. E?.?V!/i?L7 1 Water Quality: Temperatiir 37 jr -C Dissolved Oxygen mg/! Conductivity 1166 Wnhosicm PH L 0 ?° Turbidity: (circle) Clear Slightly Turbid Tannic Weather Conditions: C1fJ41?, SU?t ? Photo # 1 Remarks: A )W8- WA%6 Tidti°14t19 ouF ID &3VA%$ nk,5 dF 016122601 S 77.6AIS ?F STg&M /A) MNV-1).4 Tvnical Stream Cross-section 1 Extreme High Water (Channel Width) _Normal Hi3h Water 1 Normal Flow - Upper Bank L Bank 1 Low" 1 Stream Width 7 General Characteristics: L Chamd Modification (Use topo map as an additional aid for this Patameta) 'r A. channel natural 10 1. frequent bends (good diversity of bends or falls)-- tuns)».»_...».__.»_......_......».._».__»_ -.--•- -'-'»"""-"" 3 2. in&Ai tent bends (long B• ehaaoel modified (ebamektd) 1. beads pcrsettt.»....»..._.........».....__ ... »».»..» ....._............ _•-?-- ?» » 1 2. bends absent..._.»__.»___.._..._....______.......____ ..._ .»...-.••-»»-»••»-- -»•.-.»-__ Remarks mD?lflF ?' S?/?I?11 /1/E!? L)1"&L •h habitats which K at this site (Rocks) (Maeraphrtes) (sticks and lea[ packs). (snags and logs) II. Iastream Habitat S-;.,. • (undercut banlrs or root mats)Deftnition: ledpackscon= of older laves that are packed together and have begun to decay. piles of laves in pod areas are not considered leaf packs. EM S?l_ Habit WCover II A. 3 or mere habitat types present..........•.»•»•--»...._.-.--••.•-.-.» 16 .-•--.-.-•.»-. Q--._........ 3 B. 1-2 habitat types present....•..._»•••_________......__ _»...... _»... 14..»...__.».»_ ti. ._.»__» 1 Remarks 9pE I)OA PfM #411 BAT Pr1')IM, S mPI Ird J& T" Ae'64 M. Bottom substrate (wilt, sand, , detritus, gravel, cobble, boulder) A. substrate with good mix of gravel cobble and boulders 10 1. embeddednew -CM- »_.»___ ._.... _....... »......__.».- .-.--•»-_-•»- .-.-- ---_••.-- --•_ 8 8 2. embeddedness 25-50%---- :__ ... _ ............__........»_ ..........»»..».. .......»._ » » .»..»..._ .-•• 3. embeddedness 50-7596 ...»...».».».»._ »_.»_ .»..... __»....... - 3 _ .»... »-•».--?»_-- 3 ____ » ...._........._...».._M._ .».» 4. embeddedness >75%- .....»..»..........» L substrate gravel and cobble 9 1. embeddedness Q39o»........____ ..»._._ .____.....»___ . -.»»•-•-» » ----??-~~~»?- '»' 6 2..embeddedness 2S-50%-__....»_ _.»___.... _-_______ 4 3. embeddedness 50.7590 ...»»..»_....».».»__». _ ............ _ .......»..._.»..._ .._ ... 2 4. embeddedness>7596»..•__...__.»......_..._._..:...» ..._.. ....._...._........ ».».... C. substrate mostly gravel 1 embeddedness <5090...»..» »»..» » ...»_._._ .....».».»....... .»._ .»...... .» _ .».... »......»»»._......_._._ Z 2. embeddedness >5096.._».. »_ _ _ ._» ........... ........_....»»..» ......_ ... _ » ...»» ..._ D. substrate bomgenous 3 _ substrate nearly all bedrock__»._ »___ _».»........ • »_.-»......». ».• »--.---•-..---.-•--•------•-_.» ._ 3 substrate nearly all sand -------- ...»»•....»--.-.»-» .».»».»•- - .»•»••.•_--»-__...»........__ ..__.. .......» »»».. substrate nearly all detritus »_...___.»___.»»....__ ..»__..... ......... i ».»...•» .»...__........._.» ..»_ ...... substrate nearly all sill clay .-.»»-».»._.»._».__»._». -- .».»....».»»..»».•» _»._.»_...........».......».__.... _ .. ».. SUOSefwF MOiy-Y SANd Add &MJ54 Remarks ' IV- Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with poois are always slow. Pools may take the form of "pocket water', small pods behind boulders or obstructions, in large high gradient streams. A. Pods present 1. Pools Frequent » . 10 a. variety of pool sizes ........ _........... ».».»»..».»...... ......».». »».».....».».»...»._.».»..._.» ._..»».».» »»........ »» ». »».» . b.pools same size ................._...... »._._».».»...»...».__.»».».......»....»....».».»..»....»_.».»__.».._......»» _.».»»..»...».».. 8 ' 2. Pools Infrequent a. variety of,pool sizes...__.»_._ .... ».».._. ...._.. .»» .».»... »._».»....»»_.» .. »__.»_....._ ........»._».».».... _».. b.pools same size......._...» » »_». _ »_.».....»»..»......». _......».» .».....».»»..».»_..»__.»_.?._......__.»».._..»... »..»....» ». 4 B. Pools absent ».........» ».». »....»_....:». _.. »__..».» »_........_.».» ».....»..»»......» ........_.».»..._..._._.. _..».»».» ......»..»» ___ 0 ' Remarks S Y)I ? /1N?P.1` tl P?l-S V. RiMe Habitats Riffles Frequent Riffles Infrequent 6 1. well defined riffle and run. riffle as wide as stream and extends 2X width of stream ..... 10 2. riffle as wide as stream but riffle length is not 2X stream width ..........».» ..................... 8 3. riffle not as wide as stream and riffle length is not 2X stream width..--.---- ..._..»••• ».............. _.»...».6_.» .........»..0 C. times absent. .................................................. _.».».•.................... Total VL Bank Stability LJL Bank Rt.Bank 1. banks stable a. no evidence of erosion or bank failure ...».».»._....».»»..».»_......_____»._.»»..».-.--»»-----?-_- ?S/ b. areas of erosion mostly healed ......».___»»» »._ ..__. »._ _ ..» »._»._.»».» .» ..»..._.. _ ._..._.» ? 2. banks unstable- erosion arena present 3 3 ?. a.50.70% of the streambank surfaces covered by stable 2 2 b25-50% of the streambank surfaces covered by stable material _ ...»? 1 ` c.10.25% of the streambank surfaces covered by stable 1 0 Total 1 d.<10% of the streambank surfaces covered by stable 06 ITW I 0 0 I P 4- 1j lb LA00 Remarks VII. Bank Vegetation Lft. Bank Rt. Bank Stag ? 1.90 % or greater plant cover (diverse trees. shrubs, grass; plants healthy with good root systems).-....-..*....- 5 4 2.70.90 % plant cover (a few barren or thin areas: vegetation appears generally healthy) ......_- »..»__....» 3. 50-70 % plant cover (sparse trees and shrubs; plant types and conditions suggest poorer soil binding)..__. 3 3 ' 4. < 50 % plant cover (many bare areas; thin grass. few if any trees and shrubs).».....:..._».____ 2 2 0 Total a 5. no bank vegetation. ............».......___.».»_». 0 ?o0', ?IPm11 ; 1,17?? Remarks Riparian Zone Measurements: VLLL light Penetmdon (Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block ' out sunlight when the sun is directly overhead). SS= A. Stream with good shading with some breaks for light B. Stream with partial shading - sunlight and shading are essentially equal».». »._»._ _ » M 7 C Stream with nunirnal shading - frill sun in all but a few areas ..._......___..._......_..._....» . _ w _ . _ _ _ _.» _ _ - - - » 2 D. No 0 E. Stream with fall canopy - breaks for light penetration absent»..»..____.».»___»._»._________»_..»_......_ Remarks LR Riparian Vegetative Zone Width Definition: A break in the riparian zone is any area which allows sediment to pass through the zone. LA Bank 1. riparian zone intact (no breaks) a. zone width > 18 meters ......... ».»........ »...... ». »._._.......».» »».».» ... » »...........» »».».» ..._.».».._» »._» ».. b. zone width 12-15 meters............ _..»....»»..»... ... »_... ».. .. ......_.» ».»».». » . » ».» .»_. c. zone width 6-12 meters ........................ ................... »...... .».»_...».... ..................................................... 3 I zone width < 6 meters ..................... ».... »_.»»..»............»...._»....... 2 .. ............................. .... ...».......... 2. riparian zone not intact (breaks) a. breaks tare 4 i. zone width > 18 meters ...»........... ».. . » _ .... » » ... »... _.». ».».» .»___...._»..». ii. zone width 12-18 meters ................................ ».»..... .......... .. ............................. __». »»........»_..» 3 iii. zone width 6-12 meters ............................................................. ............................................................ .. iv. zone width < 6 meters ..........................................»......»........... ............................................................ 1 b. breaks common 3 i. zone width > 18 meters ............................................................. ...................................................»....... ii. zone width 12-18 meters .......................... .......... :.._...... ........... .......... _..................... »....... »............... 2 iii. zone width 6-12 meters ................................. ......... ....... ......... ............. »......................................... ... 1 iv. zone width < 6 meters ...................... ........................... ............ ........................ _..... »._..... »................ 0 Rt. Bank r 4 3 n F F Total °7D Remarks 0U`{. 1a $P??KS it) tAkIbPII% rd * A Pi--- TOTAL SCORE X01 228 THE RIVER FIELD BOOR - _ THE RWE 3J• PEBBLE Reach; Q e zi €iI I NUMBER C jun �. ti A co) ,,,1I, t � R'. ❑ � I I I i tY T ♦r. I - } = � -- � T-----1 - ° • ice`;' ..� I i 11L �I ❑ —� 3 j I I I L41 I z- - - ---- - --;�- ---- - ---- - -- - - -- - - -- - - - - N I, ZZ ale I ---- - -- ---- - ---- - -- i - -- - - -- - - - - I ;i r OR C4 + vv tJ oomm.Iwm0 1cn Q Z r70LQ> I I I i _^ :; is -.: •� i. ;C•::,^r •' CJ N �! N tCI CI N. y.� m _ to I cV m O w N N N O• I —' N V 'r' O N•- m h tD O O r^—• O . I N l7 V cL I O N c'I V1 N r..r._ O N In :A O O . . . . . . . . co N N LQ i N i Q c� aD c") CG O N Q O a0 3 V O c(iI C', c7 Q c0 Oi N m N M LLD O H i �- ► V I i m y m c El >> E UN vm m2 e y y g m cL Jl m m E J v-6 c 0 cc LL U >`E2 0 ao i:ism o m J- � j+' rn UI m m El III' NI c —" �"'I N �I L9 f- N Q ED CN li i CI Oi c.l NI (7 cj U' I °ODI (n� coI L'91 vs O r * M O O Cl N (h lf] I� O Q N Q O co t` c0 ' ueU1:a. Y Y 1 1 1 1 1 1 1 1 1 nauata[ [issea>sncua rawer uuw Mountain/ Piedmont Streams ' Directions for use of ibis Assessment: The observer is to survey a minimum of IW meters ojstream, pmefemb/y in an uptsawm direction starting above the bridge pool and the road right-oj-woy. The strewn segment which is assessedshaald nepnesentaverage strmm conditum. hs order to perform a proper habitat evaluation dre,observer needs to get into the stremn. AU meter readings need to be performed prior to waibng die .hewn. When working the habitat ind m select the description which best f rs the observed habitats and thea ctmk the score. Ijthe observed habitat falls in between two description:: sleet as intermediate score. There are nine dif ferent metritis in dus index and a f nal habitat score a determined by adding the n=kr from the different mar=* Stream: ►+f 'fD 8����J �on: Road County RAW Basin VAt1K�ri CC>I nate Observer(s): %} 5 . ►, Ct1 L _ QEri'I�e` office Location MOW Agency ' Type of Study (circle one): Basinwide Fish enthos Special Study (Describe) L 3�1%' 35/ Longitude $�oa-7 ��' Ecoregion (cisdeone) Mountain ieam ' Distance of Stream Surveyed_metecs I] C Physical Characterization: Land uses: Forest IDO % Active Pastme _% Act ye Crops % Fallow Fields _To Commercial _96 Industrial _% Residential _96 Other _%. Describe IDD *' I S!93F,101 fr5S Width: (meters) Stream_ Channel__: Average Stream Depth: (m) �_ velocity tom'" s ft/sec Flow conditions (circle one): High Low Manmade Stabilization: Y( ] NJ4 Describe: Water Quality: Temperature k i - 3 -C Dissolved Oxygen .4 Condner vity b,07 p hos/cm PFI b Turbidity: (circle) Q® Slightly Turbid Turbid Tannic r Weather Conditions: Sktinl Y " M' 6 TD PhotoM Remarks: 6MALL Figg- eRdr'j? 5v?w • /6 ro kIoI^iiu) k6f7?3iim; u i� fl II� 11 l�� General Characteristics, L Channel Modification (Use topo map as an additional aid for this parameter) . A: channel natural 1. frequent bends (good diversity of bends or falls) ......»__..__— --- .»...».-- ------�-�— �»--~ 0 2. infrequent bends (long tuns).._._...»..»_.....»». ».»__ _......-_...»....... _ 8 B. channel modified (chanuelized) 1. bends present....._»._...»..._.__ _ »...................»............._.._ ..»_._ ..»..._._»...._._....».»...». _ _......»_ 4 2. bends Remarks Inctrea_m Measurements: IL InstrVam Habitat arircl . the habitats which occur at tt`te nEC oI4(Mac:ophyttl) (sttdcs and leaf padts .(coags and logs (undercut banks or root mats)Definition: ledpacksconsist of of ves that are packed together an gun w eca� y Piles of leaves in pool areas are not considered leaf packs ci,le Ha /' bi atover �II B tn A. 3 or more habitat types pressor .».__». _.»._......__.» .. _».......»..»....».. --- 10.....».»»»»» 3 B. 1-2 habitat types RemarksC � �^�11 _ .��Sl'Y)r'+1.. w S*6AA1 III. Bottom Substrate (silt, , detritus, grarei,;cabble, boarder) A. substrate with good miz of gravel cobble and boulders 1. embeddedness Q590 »_ » ------------ »».__........._........._......_.__......_. ».. _..._..._.__»-__»...» 2. embeddedness 25-5090 ....»__ .. _..._.»_........_»»»_....».»......_.»_»........»_____..» ..._ .._.....»».»._ 3. embeddedness 50-75% ...»» .» _.__._ .»_..»»__....--- ......_..»».._...--- ...».._..._..._ 4. embeddedness >75%» —.»»..__.... ----- ___.__._......__....__..._..._.. — »....»...... _.»._._._.».____.. -- B. substrate gravel and cobble 1. embeddedness Q590 ----------------- » .__ ..»»........_....»_....»___ .......__»»...._»...... »..._.»_ .._ . 2..embeddedness 25-5090.»» ..._. __ _ _»._ » _ ..___ » .»....._..».»_ ...»_ _._ .._ _ . »_ ...».__________ 3. embeddedness 5075% ..... ---- -------- ..____ .. .»..........»...---......»_..__»..»......_.».»......__.»____ 4. embeddedness >75%_. ___»._». ___.».____— ----.»».----..._..- C. substrate mostly gravel 1. embeddedness<50%.............. .....---------- 2. ........_»....---»2. embeddedness >50% ... .._....... ._ _..._..._......__ .....»_ _...._ ....»»._. ...»»._._..._. » »._.._ »._ ._....._._. D. substrate homgenous substratenearly all bedrock. _ .... »_ »__ .. _ .. »».». __................._ . _________ substratenearly all sand ------------- ......._.__.» ....-- ...»__» .............»._ ._..............._.....» __.». ... » ».. _. substratenearly all detritus ....» »» ....__ __.....».»_.....__ ...»....»»........».»...».._».....»...»._.».»..._ .._.......»_ ._._ »»....» ..»._._... substratenearly all silt/ clay .................... ..._ ._ . ____.....__._..._». ....» ...»..».__ »....... ».»....»___....__..»_».... Remarks /)1s.Y`!!er pta wp -; /,fit rm).), kit-{�-4 QEre l71;t'F ��t5r�i 7(` lG'r:3?• 8 IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with Pools are always slow. Pools may take the form of "pocket water". small pools behind boulders or obsttuWons. in large high gradient streams. A. Pools present SM 1. Pools Frequent a. variety of pool sizes ........................ »............... ............ __...... ».... ....... ........... »....... .....»...».»._.».»_.»...»_....».....».......... b.pools same size ................................... »......._ ._ . »_ »».».._ ........».......»..» ..._ ...._._ »._ .» .»..»_ .»..»_......:...».. 8 2. Pools Infrequent 6 a. variety of pod sizes ................... ............... .......... ..._...------------- ......--------- »....... »_ ______ . ». .._.................... b.pools same size ................ _................ .............»...................................................... 4 B. Pools absent- ..................................... ..... .......................... ....»..._._._....».........».........._ ...» .___ »....._.....»_..».»._....................._.»._ 0 .» Remarks Pob- ' V. RiMe Habitats Riffles Frequent 1. well defined riffle and run. riffle as wide as stream and extends 2X width of stream ..... (iu� ' Z. riffle as wide as stream but riffle length is not 2X stream width ..................................... 3. riffle not as wide as stream and riffle length is not 2X stream width .. .................. ...... 6 C. tittles absent......................................................................................_....................................................................0 Riffles Infrequent Score 7 Total VL Bank Stability UL Baric RL Bank L banks stable a. no evidence of erasion or bank failure b. meas of erosion mostly healed...»»»..._»..»».»._......».._»..»».»_»»...__».»..»...»..»»....... » 5 2. banks unstable- erosion areas present L50.70% of the streambank surfaces covered by stable material3 3 b15-50% of the saeambank surfaces covered by stable material._ _.....».»....� . _.. ».__� ». � 2 c.10.25% of the streambank surfaces covered by stable material».».».» ..»_ » ...».». » _� 1 1 d.<10% of the streambank surfaces covered by stable material_... »_ . _». » ..» ..».- ..-»»»-.-»--.-»» -- 0 0 Total ' "i Remarks St3l Bv►�5 �m u�,��r�rn�tf VII. Bank Vegetation LR Bank Rt. Bank 1.90 % or greater plant cover (diverse trees. shrubs. grass: plants healthy with good toot systems).», 2.70-90 % plant cover (a few barren or thin areas: vegetation appears generally heutiWy).»»._ ...:...».--_—.» 4 4 3.50-70 % plant cover (sparse trees and shrubs: plant types and conditions suggest poorer soil binding)._ 3 3 4. < 50 % plant cover (many bare areas: thin grass. few if any trees and shrubs).-- »_ 2 5. no bank vegetation....»..».».»»..»»»..» ---.-- --- .0 0 TEL—Lo— Remarks utLoRemarks &OCI Lt)►i % 'Riparian Zone Measurements: VIII. Light Penetration (Canopy is defined as tree or vegetative cover directly above the stream's surface- Canopy would block 'out sunlight when the sun is directly overhead). ' ' A. Stream with good shading with some breaks for light penetration-.»»».--------- B. .._..---....»»B. Stream with partial shading -sunlight and shading are essentially equal....».» »..»____ � ��� ��"' M_»_..._�......__.....�... 7 C Stream with minimal shading -hill sum in all but a few areas— 2 'D. No shading» ___..».................»._.»___.........»»»»._ .............»..._».__.» 0 E. Stream with fall canopy.- breaks for light penetration absenL.»»»_»_»._-...».».....». — ».-».--.»-.----__----------- Remarks— IX ---- RemarksIX Riparian Vegetative Zone Width ' Definition: A break in the riparian zone is any area which allows sediment to pass through the zone. LR. Bank RL Bank 1. riparian zone intact (no breaks) a. zone width > 18 meters .........» » .......»» .»».» .».»». » ».»»._ .. ».» .»....»».».»..»»._.»......_.»---- 81 ' b. zone width 12-18 meters......»»..»...» »... » ..» » _ ._ »».» ».... » ...».»».».......» ».».»». __.4 4 c. zone width 6.12 meters .... ................... ................. »... »».»..»...» _» .......».»».».......»..» ».»»._».....».» 3 3 d. zone width <6 meters ......... .... _...._ .».» ..»_..» .» . _. ». ...».»..»....»..._ ..». _»...»».»._....». 2 ' 2. riparian zone not intact (breaks) _ L breaks rare Lzone width > 18 meters--.-....»...»». »_.......»_»._». ------------ ......---------- 4 4 Izone width 12-18 meters ......... »... »....».»»....».... ».» .»» » »....»....»..»»._.»....» ... ». »»........»».». 3 3 iii. zone width 6.12 meters.........................................................................».....»...»..»».....»...............»... » iv. zone width < 6 meters .................».».............»»..» » »»..».»»..».»... ...». ».»....»._».....».........»..». 1 l b. breaks common i. zone width > 18 meters ....................................»........»_»..»»..»»....»..»....».........»..»...........».-..... 3 3 ii. zone width 12-18 meters ......... ....... »..».»»....... �.» »..». »....». ».......»»....».....» .» ».».»...»....... ... 2 iii. zone width 6-12 ' meters ................................... ... »..»».»...... »..»......................... .»...»........»....»».». 1 1 � iv. zone width < 6 meters ................:.». ..»..»». ... ».............................. .»».»..-...... ............ 0 0 Total Remarks ' TOTAL SCORE Alk) 11 6 ii n , vast nj { A ` in; still ' APPENDIX D Channel Profile and Substrate Data elevation (feet) (0 N W co W C37 O U7 O C31 CD O ca O ;u = CD0 O co ® CD -h (D O C:) ID N CD %%-.03 C CD� CD -1 � O n CD O � n CD 0031 0031 O C31 O CD O ca O ;u = CD0 O co ® CD -h (D O C:) ID N CD %%-.03 C CD� CD -1 � O n CD O � n C�� al 0 Cr (.0 O N GJ CD C31 v O ;u :3 CL cn A � I CD .OAOIO%% CD CD O CD O O al 0 elevation (.0 (.0 N N GJ O C31 O elevation (feet) CD CD co CP m O C31 co co co C3� CP m O C31 O CDD M O ;u :3 CD0 o � t Vcn O CD Z N O M (m NCD ,*�3 r CD O CD -1 W �0 CD I WI LRS t y. ar , VJ V1' `J�' / ` CD ,-.,. m W - m T W m 0 v =3 o' :3 - h c CDD M O ;u :3 CD0 o � Vcn O CD Z N O M (m NCD ,*�3 r CD O CD -1 M �0 CD I oio tiIM dr-:I�I�I IMI�I�I I�I�I�I�Irl0l0l0l0l0la 10 0I q I0I0Ii00 �I� cnN ��N�fo00`- toNNto O N000ttoolNo - 0 N Wo d0' r a-NM� W C14 Cl) Lf) O O � L fs 00 a) Cr NLO ci 04 -twco ��NCe)VCo NN00N CO 10 N C O O t,C. tC 7 > NciNyCEENNNE N N=ECC Zw N N U o ` `) M NE ppp f0 N E E. Z, E N E >> > > O Y p -- p N 0 _ _ - - - ---- o = O 0 O - - O r p N s 0. a . p 4� ¢ N -- C _ _ C 0. N N o a >, cN - N a 'n o -- _ - U E _ 00ti N � ` L ' e _ N Lr)0N z N N M N Q O o c e 0 00 0 o o o 0 0 O 'n 000 O^ M N O t0 Q r Q ueyllauid;ugOJad dr-:I�I�I IMI�I�I I�I�I�I�Irl0l0l0l0l0la 10 0I q I0I0Ii00 �I� cnN ��N�fo00`- toNNto O N000ttoolNo - 0 N Wo d0' r a-NM� W C14 Cl) Lf) O O � L fs 00 a) Cr NLO ci 04 -twco ��NCe)VCo NN00N CO 10 N C O O t,C. tC 7 > NciNyCEENNNE N N=ECC Zw N N U o ` `) M NE ppp f0 N E E. Z, E N E >> > > 2 C C L t C O r 0 o�l . r E E O r O ❑ � N N m U E N' M E ❑ l0 G. c w L Y O y L O O e e c c e e u 0 0 0 0 O OOi CD cO0 1� OV M N O ueyl jauld Iuawad UI�ININI�INIMINI�I�I�I�I�I~IOI� to , C4OIOI�IOI�INI�IOIOI�IOINIMI�IOIOI�IOLo INIMIOI� OIco , cq OI�INI�IOIOI�I�INIMI'IOI�INIOICM MILD N N N y y 2 L i. i. i.:: .. O O O O O� cm Om O O cm 0 O)U U U V C E nvmimmmEEmmmm�E�m_ m t" �_' `m m w c� c� 3 4 ty`p c`o N f0 E i T c c 7 rn m Q n is co N ❑ M co 1!!� z O h 1 1 1 1 1 1 1 1 1 1 1 1 1 r O O 0 o e o 0 o e o 0 0 0 ueyl Jauid ;uaDlad '?'M'-ICpINI-IOIoIOINIO w O 0 N N N;t- prN U)CO-tCOCO�rN0)Ln S 't OOiNCC)NM0OO 0 N M O N 0000 (0 to U, �tpNNOdON0O0LoCN0- CM CM N OO� .NdC� Nd0000re-NMdC00>�rNMCO� _AJ JJ C C 7 �0 j2 0) t0 CO E E N N N N �p E CO m__ E m. E 8 EE E N� tn M CO 0 0 M 1 1 1 1 1 1 1 1 1 1 1 APPENDIX E Groundwater Gauge Hydrographs u co d- O (O N m T O 0 N W ,�T O V O N O O V O N O O I;T M m N N N-- (u!) ujdaa aalaM F 0 W V.. 0 d- 0 Cn N V O O N O d O CO N co O 1 WC -4(D N N N M M d (u!) ujdaa JalaM 0 8 N O N N N N f� C >N 2 UD UD 0 L (u!) u�daa aa��M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 W d' 0 LO U) I LO u O (O N a0 O Cfl N co mT O d V N N N M M d M M N N N V r (ui) ujdaa JalaM 0 2 N LL d - CD Cn d- O (O N CO �t O c0 N o0 V O o0 N (D O 'T w N 0 O '' (u!) ujdaa aajaM 0 N O N N N N (u C >N 2 0 W co 0 CD co O (D N 00 V O (D N 00 d' O d' 00 N. (D O V- 00 N (D O M M N N N �— ' ' (ui) ujdaa aajeM F 2 W d - >N O (O N 00 V O 0 N D0. S O V 0 O M M N N N r r r N N N M CM qT (u!) u�daa aa��M N O N N N N f0 C >N APPENDIX F Vegetation Plot Data L H, 7 ' Piedmont/Mountain Swamp Forest (Plot 4: Not Planted) ' Percent of Total Trees/ Total Percent of Trees/Acre for Acre for Characteristic Trees/ Total Trees/ Success Success Wetland ' Common name Scientific name Stems Acre Acre Criteria Criteria Comments' Status. Species' box -elder Acernegundo 3 55 1.1 0 0.0 V FACW No red maple Acer rubrum 84 1527 29.5 64 0 1 0.0 V, R V FAC FACW Yes No giant cane Arundinaria gigantea 0 0 0.0 .0 river birch Betula nigra 0 0 0.0 0 0.0 V FACW No ironwood Carpinus caroliniana 8 145 2.8 64 12.5 V , R FAC Yes ' bitternut hickory Carya cordiformis 0 0 0.0 0 0.0 V FAC No pignut hickory Carya glabra 0 0 0.0 0 0.0 V FACU No mockemut hickory Carya tomentosa 1 18 0.4 0 0.0 V N/A No ' hackberry Celtis laevigata 1 18 0.4 0 0.0 V FACW No 0 0 0.0 0 0.0 V FACW+ No silky dogwood Comus amomum No flowering dogwood Comus florida 0 0 0.0 0 0.0 V FACU persimmon Diospyros virginiana 4 73 1.4 0 0.0 V FAC No green ash Fraxinus pennsylvanica 26 473 9.1 64 12.5 V. R FACW Yes honey locust Gleditsia tricanthos 0 0 0.0 0 0.0 V FAC- No ' deciduous holly Ilex decidua 13 236 4.6 64 12.5 V, R V FACW- FAC- Yes No American holly Ilex opaca 4 73 1.4 0 0.0 holly sp. flex sp. 0 0 0.0 0 0.0 V WA No black walnut Juglans nigra 0 0 0.0 0 0.0 0.0 V V FACU FACU- No No eastern red cedar Juniperus virginiana 2 36 0.7 0 Chinese privet Ligustrum sinense 86 1564 30.2 0 0.0 V FAC No ' sweet -gum Liquidambarsryraciflua 5 91. 1.8 64 0 12.5 0.0 V, R V FAC+ OBL Yes _ No black gum Nyssa sylvatica 2 36 0.7 sourwood Oxydendrum arboreum 0 0 0.0 0 0.0 V NI No loblolly pine Pinus raeda 4 73 1.4 0 0.0 V, S FAC No ' sycamore Platanus occidentalis 0 0 0.0 0 0.0 V FACW- No black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No white oak Quercus alba 0 0 0.0 0 0.0 V FACU No ' shingle oak Quercus imbricaria 0 0 0.0 0 0.0 V FAC- No 1 18 0.4 0 0.0 V FAC No water oak Quercus nigra 64 12.5 V, R FACW- Yes willow oak Quercus phellos 16 291 5.6 0 0.0 V FACU No ' northern red oak Quercus rubra 0 0 0.0 Yes red oak sp. Quercus sp. 10 182 3.5 64 12.5 V, R N/A willow sp. Salix sp. 0 0 0.0 0 0.0 V, S N/A No ' elderberry Sambucus canadensis 0 0 0.0 0 0.0 V V, R FACW- FACU+ No No 0 0 0.0 0 0.0 winged elm Ulmus alata 64 12.5 V, R FACW Yes American elm Ulmus americana 15 273 5.3 WA No elm sp. Ulmus sp. 0 0 0.0- 0 0.0 0.0 V V FAC No arrowwood Viburnum dentatum 0 0 0.0 0 viburnum sp. Viburnum Sp. 0 0 0.0 0 0.0 V N/A No ' TOTAL = 285 5182 100.0 512 100.0 1 » P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 - Characteristic species are defined as species found within the reference community that are t 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. �. Piedmont/Low Mountain Alluvial Forest (Plots 1 and 2: Planted) ' Percent of Percent of Trees/Acre Total Trees/ . Total Total for Acre for Wetland Characteristic Trees/ Trees/ Success Success ' Common name Scientific name Stems Acre Acre Criteria Criteria Comments' Status Speciei2 box -eider Acernegundo 6 27 0.5 30 5.3 P, R FACW Yes red maple Acer rubrum 159 723 13.3 64 11.3 V, R FAC Yes ' giant cane Arundinaria gigantea 9 41 0.8 0 0.0 P FACW No river birch Betula nigra 21 95 1.8 64 11.3 P, R FACW Yes ironwood Carpinus caroliniana 26 118 2.2 64 11.3 P, R FAC Yes ' bitternut hickory Carya cordiformis 15 68 1.3 64 11:3 P, R FAC Yes pignut hickory Carya glabra 5 23 0.4 .0 0.0 P FACU No mockemut hickory Carya tomentosa 0 0 0.0 0 0.0 P WA No ' hackberry Celtis laevigata 2 9 0.2 10 1.8 V, R FACW Yes silky dogwood Comus amomum 104 473 8.7 64 11.3 P, R FACW+ Yes flowering dogwood Comus f/orida 42 191 3.5 0 0.0 P FACU No ' persimmon Diospyros virginiana 3 14 0.3 0 0.0 V FAC FACW No Yes green ash Frdxinus pennsy/vanica 20 91 1.7 64 11.3 P, R honey locust Gleditsia tricanthos 0 0 0.0 0 0.0 V FAC- No deciduous holly Ilex decidua 37 168 3.1 0 0.0 V V, R FACW- FAC- No No American holly Ilex opaca 22 100 1.8 0 0.0 holly sp. Ilex sp. 4 18 0.3 0 0.0 V N/A No black walnut Jug/ans nigra 1 5 0.1 0 0 0.0 0.0 P, R V FACU FACU- No No eastern red cedar Juniperus virginiana 2 9 0.2 Chinese privet Ligustrum sinense 363 1650 30.3 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 71 323. 5.9 64 11.3 V, R FAC+ Yes black gum Nyssa sylvatica 6 27 0.5 0 0.0 P OBL No sourwood Oxydendrum arboreum 2 9 0.2 0 0.0 P NI No loblolly pine Pinus taeda 52 236 4.3 0 0.0 V, s FAC No ' sycamore Platanus occidentalis 3 14 0.3 15 2.6 P, R FACW- Yes black cherry Prunus serotina 14 64 1.2 0 0.0 V FACU No white oak Quercus alba 2 9 0.2 0 0.0 P FACU No ' shingle oak Quercus imbricaria 1 5 0.1 0 0.0 P, R FAC- No water oak Quercus nigra 2 9 0.2 0 0.0 V FAC No willow oak Quercus phellos 24 109 2.0 0 0.0 V FACW- No ' northern red oak Quercus rubra 1 5 0.1 0 0.0 P, V FACU N/A No No red oak sp. Quercus sp. 51 232 4.3 0 0.0 P willow sp. ' Salix sp. 44 200 3.7 0 0.0 P, S WA No elderberry Sambucus canadensts 0 0 0.0 0 0.0 0.0 P V, FACW- FACU+ No No winged elm Ulmus alata '16 73 1.3 0 American elm Ulmus americana 32 145 2.7 64 11.3 P, R FACW Yes ' elm sp. UImuS sp. 22 100 1.8 0 0 0.0 0.0 P, V V WA FAC No No arrowwood Viburnum dentatum 8 36 0.7 viburnum sp. Viburnum sp. S 23 0.4 0 0.0 V WA No ' TOTAL = 1197 5441 100.0 567 100.0 1 - P = planted; V = volunteer, R = occurs in reference forest according to schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are ' 1) native, planted species with a wettand status of FAC or wetter, or 2) non -planted, volunteer species with a wettand status of FAC or wetter. -- Species planted for streambank stabilization that are not a characteristic species. Piedmont/Mountain Swamp Forest (Plot 3: Planted) If -C cn 0 0 0.0 0 0.0 P, V WA No arrowwood Vbumum dentatum 0 0 0.0 0 0.0 V FAG NO vibumum sp. Viburnum sp. 1 - 9 0.2 0 0.0 V NIA No TOTAL 607 5518 100.0 424 100.0 1 - P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 - Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter, or 2) non -planted, volunteer species with a wetland status of FAC or wetter. Percent of Percent of Trees/Acre Total Trees/ Total Total for Acre for Wetland Characteristic Trees/ Trees/ Success Success Status Species Common name Scientific name Stems Acre Acre Criteria Criteria Comments' box eider Acer negundo 0 0 0.0 0 0.0 P FACW No red maple Acer rubrum 120 1091 19.8 64 15.1 V, R FAC Yes giant cane Arundinaria gigantea 0 0 0.0 0 0.0 P FACW No . river birch Betula nigra 0 0 0.0 0 0.0 P FACW No ironwood Carpinus caroliniana 1 9 0.2 10 2.4 P, R FAC Yes bittemut hickory Carya cordiformis 0 0 0.0 0 0.0 P FAC No pignut hickory Carya glabra 2 18 0.3 0 0.0 P FACU No mockemut hickory Carya tomentosa 1 9 0.2 0 0.0 P WA No hackberry Celtis laevigata 5 45 0.8 0 0.0 V FACW No silky dogwood Comus amomum 0 0 0.0 0 0.0 P FACW+ No flowering dogwood Cornus florida 0 0 0.0 0 0.0 P FACU No persimmon Diospyros virginiana 15 136 2.5 0 0.0 V FAC No green ash Fraxinus pennsylvanica 46 418 7.6 64 15.1 P, R FACW Yes honey locust Gleditsia tricanthos 1 9 0.2 0 0.0 V FAG No deciduous holly Ilex decidua 3 27 0.5 30 7.1 V, R FACW- Yes American holly Ilex opaca 5 45 0.8 0 0.0 V FAC- No holly sp. Ilex sp. 0 0 0.0 0 0.0 V N/A No black walnut Juglans nigra 0 0 0.0 0 0.0 P FACU No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 104 945 17.1 0 0.0 V FAC No sweet -gum Llquidambarstyraciflua 137 1245. 22.6 64 15.1 V, R FAC+ Yes black gum Nyssa sylvatica 4 36 0.7 0 0.0 P OBL No sourwood Oxydendrum arboreum 0 0 0.0 0 0.0 P NI No loblolly pine Pinus taeda 64 582 10.5 0 0.0 V, S FAC No sycamore Platanus occidentalis 4 36 0.7 0 0.0 P FACW- No black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No white oak Quercus alba 0 0 0.0 0 0.0 P FACU No shingle oak Quercus imbncana 0 0 0.0 0 0.0 P FAC- No water oak Quercus nigra 0 0 0.0 0 0.0 V FAC No willow oak Quercus phellos 15 136 2.5 64 15.1 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 P, V FACU No red oaksp. Quercus sp. 39 355 6.4 64 15.1 P, R WA Yes willow sp. Salix sp. 0 0 0.0 0 0.0 P, S WA No elderberry Sambucus canadensis 4 36 0.7 0 0.0 P FACW- No winged elm ulmus alata 25 227 4.1 0 0.0 V, R • FACU+ No e.nnrilmn aim ulmus americana 11 100 _ 1.8 64 15.1 P, R FACW Yes If -C cn 0 0 0.0 0 0.0 P, V WA No arrowwood Vbumum dentatum 0 0 0.0 0 0.0 V FAG NO vibumum sp. Viburnum sp. 1 - 9 0.2 0 0.0 V NIA No TOTAL 607 5518 100.0 424 100.0 1 - P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 - Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter, or 2) non -planted, volunteer species with a wetland status of FAC or wetter. APPENDIX G Photographic Record of Vegetation Plots 11 1 APPENDIX F 1 Vegetation Plot Data fl �7 0 Piedmont/Mountain Swamp Forest (Plot 4: Not Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Total Trees/ Acre Trees/Acre for Success Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic Speclesz box -elder Acernegundo 3 55 1.1 0 0.0 V FACW No red maple Acer rubrum 84 1527 29.5 64 12.5 V, R FAC Yes giant cane Arundinaria gigantea 0 0 0.0 0 0.0 V FACW No river birch Betula nigra 0 0 0.0 0 0.0 V FACW No ironwood Carpinus caroliniana 8 145 2.8 64 12.5 V, R FAC Yes bitternut hickory Carya cordiformis 0 0 0.0 0 0.0 V FAC No pignut hickory Carya glabra 0 0 0.0 0 0.0 V FACU No mockernut hickory Carya tomentosa 1 18 0.4 0 0.0 V WA No hackberry Celtis laevigata 1 18. 0.4 0 0.0 V FACW No silky dogwood Comus amomum 0 0 0.0 0 0.0 V FACW+ No flowering dogwood Comus f/odda 0 0 0.0 0 0.0 V FACU No persimmon Diospyros virginiana 4 73 1.4 0 U V FAC No green ash Fraxinus pennsylvanica 26 473 9.1 64 12.5 V, R FACW Yes honey locust Gleditsia tricanthos 0 0 0.0 0 0.0 V FAC- No deciduous holly Ilex decidua 13 236 4.6 64 12.5 V, R FACW- Yes American holly Ilex opaca 4 73 1.4 0 0.0 V FAC- No holly sp. Ilex sp. 0 0 0.0 0 0.0 V N/A No black walnut Juglans nigra 0 0 0.0 0 0.0 V FACU No eastern red cedar Juniperus virginiana 2 36 0.7 0 0.0 V FACU- No Chinese privet Ligustrum sinense 86 1564 30.2 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 5 91 1.8 64 12.5 V, R FAC+ Yes black gum Nyssa sylvatica 2 36 0.7 0 0.0 V OBL No sourwood Oxydendrum arboreum 0 0 0.0 0 0.0 V NI No loblolly pine Pinus taeda 4 73 1.4 0. 0.0 V, S FAC No sycamore Platanus occidentalis 0 0 0.0 0 0.0 V FACW- No black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No white oak Quercus alba 0 0 0.0 0 0.0 V FACU No shingle oak Quercus imbricaria 0 0 0.0 0 0.0 V FAC- No water oak Quercus nigra 1 18 0.4 0 0.0 V FAC No willow oak Quercus phellos 16 291 5.6 64 12.5 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 V FACU No red oak sp. Quercus sp. 10 182 3.5 64 12.5 V, R N/A Yes willow sp. Salix sp. 0 0 0.0 0 0.0 V, S NIA No elderberry Sambucus canadensis 0 0 0.0 0 0.0 V FACW- No winged elm Ulmus alata 0 0 0.0 0 0.0 V, R FACU+ No American elm Ulmus americana 15 273 5.3 64 12.5 V, R FACW Yes elm sp. Ulmus sp. 0 0 0.0 0 0.0 V N/A No arrowwood Vibumum dentatum 0 0 0.0 0 0.0 V FAC No viburnum sp. Viburnum sp. 0 0 0.0 0 0.0 V NIA No TOTAL = 285 5182 100.0 512 100.0 1 - P = planted; V = volunteer, R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter, or 2) non -planted, volunteer species with a wetland status of FAC or wetter. li L i Piedmont/Low Mountain Alluvial Forest (Plots 1 and 2: Planted) red maple Percent of 159 723 Percent of Trees/Acre Total Trees/ 64 Total Total for Acre for FAC Trees/ Trees/ Success Success Wetland Characteristic Common name Scientific name Stems Acre Acre Criteria Criteria Comments' Status Species2 box -elder Acernegundo 6 27 0.5 30 5.3 P. R FACW Yes red maple Acer rubrum 159 723 13.3 64 11.3 V, R FAC Yes giant cane Arundinaria gigantea 9 41 0.8 0 0.0 P FACW No river birch Betula nigra 21 95 1.8 64 11.3 P, R FACW Yes ironwood Carpinus caroliniana 26 118 2.2 64 11.3 P, R FAC Yes bitternut hickory Carya cordiformis 15 68 1.3 64 11.3 P, R FAC Yes pignut hickory Carya glabra 5 23 0.4 0 0.0 P FACU No mockemut hickory Carya tomentosa 0 0 0.0 0 0.0 P N/A No hackberry Celtis laevigata 2 9. 0.2 10 1.8 V, R FACW Yes silky dogwood Comus amomum 104 473 8.7 64 11.3 P, R FACW+ Yes flowering dogwood Comus florida 42 191 3.5 0 0.0 P FACU No persimmon Diospyros virginiana 3 14 0.3 0 0.0 V FAC No green ash Fraxinus pennsylvanica 20 91 1.7 64 11.3 P, R FACW Yes honey locust Gleditsia tricanthos 0 0 0.0 0 0.0 V FAC- No deciduous holly Ilex decidua 37 168 3.1 0 0.0 V FACW- No American holly Ilex opaca 22 100 1.8 0 0.0 V, R FAC- No holly sp. Ilex sp. 4 18 0.3 0 0.0 V N/A No black walnut Juglans nigra 1 5 0.1 0 0.0 P. R FACU No eastern red cedar Juniperus virginiana 2 9 0.2 0 0.0 V FACU- No Chinese privet Ligustrum sinense 363 1650 30.3 0 0.0 V FAC No sweet -gum Liquidambar styraciflua 71 323 5.9 64 11.3 V, R FAC+ Yes black gum Nyssa sylvatica 6 27 0.5 0 0.0 P OBL No sourwood Oxydendrum arboreum 2 9 0.2 0 0.0 P NI No loblolly pine Pinus taeda 52 236 4.3 0 0.0 V, S FAC No sycamore Platanus occidentalis 3 14 0.3 15 2.6 P, R FACW- Yes black cherry Prunus serotina 14 64 1.2 0 0.0 V FACU No white oak Quercus alba 2 9 0.2 0 0.0 P FACU No shingle oak Quercus imbricaria 1 5 0.1 0 0.0 P, R FAC- No water oak Quercus nigra 2 9 0.2 0 0.0 V FAC No willow oak Quercus phellos 24 109 2.0 0 0.0 V FACW- No northern red oak Quercus rubra 1 5 0.1 0 0.0 P. V FACU No red oak sp. Quercus sp. 51 232 4.3 0 0.0 P N/A No willow sp. ' Salix sp. 44 200 3.7 0 0.0 P, S N/A No elderberry Sambucus canadensis 0 0 0.0 0 0.0 P FACW- No winged elm Ulmus alata 16 73 1.3 0 0.0 V FACU+ No American elm Ulmus americana 32 145 2.7 64 11.3 P, R FACW Yes elm sp.' Ulmus sp. 22 100 1.8 0 0.0 P, V N/A No arrowwood Viburnum dentatum 8 36 0.7 0 0.0 V FAC No viburnum sp. Viburnum sp. 5 23 0.4 0 0.0 V N/A No TOTAL = 1197 5441 100.0 567 100.0 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. -- Species planted for streambank stabilization that are not a characteristic species. = softwood 0 Piedmont/Mountain Swamp Forest (Plot 3: Planted) ironwood Carpinus caroliniana 1 9 0.2 10 Percent of P, R FAC Yes bitternut hickory Carya cordiformis 0 0 Percent of Trees/Acre Total Trees/ P FAC No pignut hickory Carya glabra 2 Total Total for Acre for P FACU No Common name Scientific name Stems Trees/ Acre Trees/ Acre Success Criteria Success Criteria Comments' Wetland Status Characteristic Species2 box -elder Acernegundo 0 0 0.0 0 0.0 P FACW No red maple Acerrubrum 120 1091 19.8 64 15.1 V, R FAC Yes giant cane Arundinaria gigantea 0 0 0.0 0 0.0 P FACW No river birch Betula nigra 0 0 0.0 0 0.0 P FACW No ironwood Carpinus caroliniana 1 9 0.2 10 2.4 P, R FAC Yes bitternut hickory Carya cordiformis 0 0 0.0 0 0.0 P FAC No pignut hickory Carya glabra 2 18 0.3 0 0.0 P FACU No mockernut hickory Carya tomentosa 1 9 0.2 0 0.0 P WA No hackberry Ce/tis laevigata 5 45 0.8 0 0.0 V FACW No silky dogwood Comus amomum 0 0 0.0 0 0.0 P FACW+ No flowering dogwood Comus flodda 0 0 0.0 0 0.0 P FACU No persimmon Diospyros virginiana 15 136 2.5 0 0.0 V FAC No green ash Fraxinus pennsylvanica 46 418 7.6 64 15.1 P, R FACW Yes honey locust Gleditsia tricanthos 1 9 0.2 0 0.0 V FAC- No deciduous holly Ilex decidua 3 27 0.5 30 7.1 V, R FACW- Yes American holly Ilex opaca 5 45 0.8 0 0.0 V FAG No holly sp. Ilex sp. 0 0 0.0 0 0.0 V NIA No black walnut Juglans nigra 0 0 0.0 0 0.0 P FACU No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 104 945 17.1 0 0.0 V FAC No sweet -gum Llquidambarstyraciflua 137 1245 22.6 64 15.1 V, R FAC+ Yes black gum Nyssa sylvadca 4 36 0.7 0 0.0 P OBL No sourwood Oxydendrum arboreum 0 0 0.0 0 0.0 P NI No loblolly pine Pinus taeda 64 582 10.5 0 0.0 V, S FAC No sycamore Platanus occidentalis 4 36 0.7 0 0.0 P FACW- No black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No white oak Quercus alba 0 0 0.0 0 0.0 P FACU No shingle oak Quercus imbdcaha 0 0 0.0 0 0.0 P FAC- No water oak Quercus nigra 0 0 0.0 0 0.0 V FAC No willow oak Quercus phellos 15 136 2.5 64 15.1 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 P, V FACU No red oak sp. Quercus sp. 39 355 6.4 64 15.1 P. R NIA Yes willow sp. Salix sp. 0 0 0.0 0 0.0 P. S NIA No elderberry Sambucus canadensis 4 36 0.70 0.0 P FACW- No winged elm t us alata 25 227 4.1 0 0.0 V, R FACU+ No American elm Ulmus americana 11 100 1.8 64 15.1 P, R FACW Yes elm sp. Ulmus sp. 0 0 0.0 0 0.0 P, V N/A No arrowwood Viburnum dentatum 0 0 0.0 0 0.0 V FAC No viburnum sp. Viburnum sp. 1 9 0.2 0 0.0 V N/A No TOTAL = 607 5518 100.0 424 100.0 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter, or 2) non -planted, volunteer species with a wetland status of FAC or wetter. n C APPENDIX G Photographic Record of Vegetation Plots 1 ,i • 3b• 7 EcoScience Corporation 1101 Haynes Street, Suite 101 Raleigh, North Carolina 919-828-3433 EcoScience March 15, 2007 Wilmington Regulatory Field Office US Army Corps of Engineers PO Box 1890 Wilmington, North Carolina 28402-1890 Re: Annual Monitoring Report (Year 5) Anson County Waste Management Facility Stream and Wetland Restoration Project, Anson County, North Carolina. USACE Action ID 199800592 To Whom It May Concern: On behalf of Allied Waste Industries (AWI), EcoScience Corporation (ESC) is providing you with the fifth year monitoring report for the Anson County Waste Management Facility Stream and Wetland Restoration Site located in Anson County. One copy of the document is enclosed for your use. We will forward a copy of the document to John Dorney of the N.C. Division of Water Quality for Section 401 review. In summary, the mitigation site met success criteria as stipulated in the mitigation plan and approved as part of your Section 404 and 401 permits for the adjacent landfill. This marks the final year of project monitoring. AWI is currently taking final steps to place the property under a dedicated conservation easement. Accordingly, ESC would like to schedule a final site meeting with you to evaluate the project. Please contact Jim Cooper or myself at ESC to schedule this meeting or if you have any questions. The office number at ESC is 919.828.3433. Sincerely, CORPORATION r= c�od�p MAR i 8 2007 SAW aSTORA1MTERQuAiTy ORRM M cc: John Dorney, N.C. Division of Water Quality (1 copy of the Year 5 Monitoring Report) Mike Gurley, AWI ANNUAL MONITORING REPORT (YEAR 5) ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA Prepared for: Chambers Development of North Carolina, Inc Anson County, North Carolina Prepared by: EcoScience 1101 Haynes Street, Suite 101 Raleigh, North Carolina 27604 (919) 828-3433 January 2007 1 TABLE OF CONTENTS TABLE OF CONTENTS....................................................................................................i LIST OF FIGURES.......................................................................................................... ii LIST OF TABLES ii ii 1.0 INTRODUCTION............................................................................................................ 1 1.1 Project Description................................................................................................. 1 1.2 Project Chronology................................................................................................ 4 2.0 STREAM MONITORING................................................................................................. 5 2.1 MONITORING PROGRAM.................................................................................... 5 2.1.1 Physical Stream Attributes....................................................................... 5 2.1.2 Biological Stream Attributes..................................................................... 5 2.1.3 In -Stream Flow........................................................................................ 5 2.2 MONITORING RESULTS...................................................................................... 6 2.2.1 Physical Stream Attributes....................................................................... 6 2.2.2 Biological Stream Attributes..................................................................... 6 2.2.3 In -Stream Flow...................................................................................... 16 2.3 EVALUATION OF SUCCESS CRITERIA............................................................. 16 3.0 WETLAND HYDROLOGY MONITORING..................................................................... 19 3.1 MONITORING PROGRAM.................................................................................. 19 3.2 MONITORING RESULTS.................................................................................... 19 3.3 EVALUATION OF SUCCESS CRITERIA............................................................. 19 4.0 WETLAND VEGETATION MONITORING.................................................................... 22 4.1 MONITORING PROGRAM.................................................................................. 22 4.2 MONITORING RESULTS.................................................................................... 22 4.3 EVALUATION OF SUCCESS CRITERIA............................................................. 24 5.0 POTENTIAL PROBLEM AREAS.................................................................................. 28 6.0 SUMMARY................................................................................................................... 30 7.0 APPENDICES.............................................................................................................. 32 11 LIST OF FIGURES Figure1. Site Location.......................................................................................................2 Figure 2. Plan View: Stream and Wetland Creation Area...................................................3 Figure 3A. Plan View and Cross-sections (Middle Reach)....................................................9 Figure 3B. Plan View and Cross-sections (Middle Reach)..................................................10 Figure 3C. Plan View and Cross-sections (Lower Reach)..................................................11 Figure 3D. Plan View and Cross-sections (Lower Reach)..................................................12 Figure 3E. Cross-sections (Upper Reach)..........................................................................13 Figure 3F. Cross-sections (Upper Reach)..........................................................................14 Figure4. Bio -monitoring Sites..........................................................................................15 Figure 5. Stream Hydrograph (Water Level and Velocity).................................................17 Figure 6. Groundwater Gauge Locations and Wetland Boundary Determination ..............20 Figure 7. Planting Plan and Vegetation Plots....................................................................23 Figure8. Problem Areas...................................................................................................29 LIST OF TABLES Table 1. Morphological Stream Characteristics....................................................................7 Table 2. Summary of Hydrology Monitoring Data...............................................................21 Table 3. Characteristic Tree Species (Piedmont Alluvial Forest)........................................25 Table 4. Characteristic Tree Species (Piedmont Swamp Forest, Planted Area) .................26 Table 5. Characteristic Tree Species (Piedmont Swamp Forest, Non -planted Area) ..........27 L 1 1 11 ANNUAL MONITORING REPORT (YEAR 5) ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA 1.0 INTRODUCTION 1.1 Project Description Chambers Development of North Carolina, Inc. (Chambers) has developed and begun operations at the Anson Waste Management Facility located off US Route 74 between Polkton and Wadesboro, Anson County, North Carolina (Figure 1). The property selected for the waste management facility (hereafter referred to as the "Facility") consists of approximately 793 acres bounded by Pinch Gut Creek to the east, Brown Creek to the north and west, and CSX Railroad to the south. The location of the waste disposal area (hereafter referred to as the "Disposal Area") encompasses approximately 133 acres within the Facility and is designed to accommodate future waste disposal needs for the county and surrounding region. Construction of the Disposal Area results in unavoidable impacts to 0.49 acre of jurisdictional wetlands and 1085 linear feet of perennial stream. A detailed mitigation plan was developed to off -set unavoidable impacts caused by construction of the Disposal Area. A forested stream and wetland complex (hereafter referred to as the "Site"), situated below Sediment Basin #1, was proposed to maximize treatment of surface water and groundwater runoff prior to the confluence with Pinch Gut Creek (Figure 2). Mitigation efforts were designed to re -construct a shallower, meandering stream channel on the abandoned floodplain and re-establish groundwater wetland hydroperiods across the adjacent floodplain surface. Plans were reviewed and accepted by the United States Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality (NCDWQ). The North Carolina Section 401 Water Quality Certification (No. 3247) was granted on September 27, 1999. The Section 404 Individual Permit (No. 199800592) was granted on April 3, 2000. Construction plans were developed from the detailed mitigation plan and used as a template to guide construction work. Restoration construction activities were initiated in early February 2001 and completed during April 2001. Water flow was diverted into the constructed channel on April 16, 2001. During construction several important changes were made with respect to the original design in order to facilitate the construction process and ultimately increase the Site's chances for success. Included with these changes was an increase in the Site's size from approximately 9.0 acres to approximately 23.6 acres, a significant increase in the length of constructed stream (from approximately 2040 linear feet to approximately 2800 linear feet), and a significant increase in potential acreage for wetland mitigation opportunities. A supplemental planting for logged wetland areas was completed in the Spring of 2002. Modifications to the mitigation plan were reviewed and approved by the USACE (Angie Pennock, January 2002). 1 ---w ._ ewlsvi I t` itw* Narrlpt Ile 1 1 ! '! �( 7 ♦ lett 11\ ?►# 1 = Y so"obs � - S Z' S y �, tse Forma 'I fide 11111111011S-: .116wt -1513 - M. 0 10n1d W.,�a ! ,j. Sher /�� _-- , x:51 Ni 018 T 5f"q % 10' S \asset God" ALn 1:633.600 ! 8-n wer ! I` �: 1 S 7 IGnNsw It Source: 1999 NC Department of Tronspottation Ntap *�. ! 6 7 ➢ - qll 1 TNMashNe 1 e - �, GIW418 , "M Craw 1 I 1 ��/Z Mochswlle 6Fork 1 S 1 7 S Upar\ - '6J� ' 311 7� east7 " Ir b. � � i?0 Readlenu 9 - i Grays Chao« Cool s > and T i ' s S SoOM l Ste U.��@11 weoaleef R♦ 1 °,p S A 1 s O Ri A N 'I i0 L Frets lnw 1e p 501 i / Renlasw �, vt Amrtr � i 64 ♦ 1 w 7 11 • d oc t of t Bear ►ow / � ` t+' , ► 70 I C I S tUl ' ( Fortner ��1 r Mount Vernon / Npndge 97 erlite ° f . , 5 Cole►I i to ' R O W.. t1 s�b: N awe \ e« Spnags RRI 11 5 t °' Faith �+ Crescent 1 6 r`• IBtt ' Rockwell lads NON S t sadl ! 'x(521 Tuc/erI S 1 Seagrove ErI M OwRt �' t? " Gold N/II L°� ' J , AT Mltlrllot _ to _ _ _ 6 _ a 1 to yl 7 = \ I , d w I! estraoore teeNI 16 S 7 * pt+ New London 1 E s tw / / ," as 7 unter>tsNte4 i 7 Moun puss aa, I so" all, FO u1 ` O 29 1 1 1 S ♦ M O N T ' +Car R t�wilp ampert /mares Hillk'N1- Isburt 601 S A 5 4Ca lacus 1 1 Porter a e l sc gt even am k t �` 1 ed Goss 2� ° Springs S .« t t s h4 f ,,C-- oeYsar I v I'M ` tank« ACw* a ! 5 it. ►ehla 7 KMso j/ Rocfy .« — _>� sNtlap inehuf KLE 7, ` G 7 J. ' 1 euww ewes a< NIR ; o MITIGATION �'% Aper t '6' _L, 7 ' l A SITE yosl Plnepluft Stallings 16011UaIoOlwfle ( A""w'I' ♦✓ \\r 10 p 11 1 i� in Il Trail ` t ,' et.IOMn R I C H M O N ,e - ' 'N, i O N h .,.I ottownfAfaa es I , .. - _._ - - - �•_ !i'RopadN Marston 6 - i Mhi►�ete ' MersAlntle i Pe and 1;;J}lleswlle /` 1 7 4Fadesporo` '� 1 wn-K wa■haw ` Sprint It '• a. tt W%te store Cor O s 1. ._ It 601 1 1 7 i 1 u 7 EcoScienceSITE LOCATION Corporation ANSON WASTE MANAGEMENT FACIL17Y YEAR 5 AADN17ORIAIG REPORT Raleigh, North Carolina ANSON COUNTY, NORTH CAROLINA Dwn. by: GAIN FIGURE Clad by. JG Date: DEC 2006 Project 06-2134 L4 E)I `--` /ter •.. 1 ,\ . 1 I i I11� `)111 I ,((/ / /, ! I I III t ` \ � \ ` �•,...\` ,I ,/// / / I I 11 1 1 I � ,-'' ,'1 Ilj `` �\`___-- -_--� � ,','. '' �''"�'/// ` _- '/� /' / , t , \\ �. / '' �' , ,'' ' `_ \ • \ \l< \\� �/OI , I III � '-------'� '/_ --- �� / i ,• / l,' /I ' % 1 Il `, , I ��'1 � ; � _` \ � \ _ _ wry•! ' ! /`. ` /' �o \8o11 I ------------ ------ ---= I _--- ------ mo - ------------- 10 IN - /7- \ \ \ \\ N. ! I \ , \ /�'O" r , \ \ ,a \\ \ � -- ' \A^��\\moi^\\ �\\ \ \ \ , , , \ I I , \ i \ J r, \`" \ �\ moos IV \NN OOm� \\ `(n , -IC _ m �. I VA, TV oz �\ \ :'/ ------ - _/ ♦ \ , ` , ' ice_ .'__ - _ \ \ / , `\ \ \ _ ------------ 17 IV / I - _ __-- WHO \` 0ZO 04 z Z I 1 i I 1 / / C m rn \ 1 I i - 1 HJNld - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -- - - -- / / m n o Nv V) n D o 0 � ^ a a o a µ `.. .. „Z� A� O In 70OC= O c O Z o �mm Z nZ �'� 0 Z OZOE N o p 0 z IK) o z D� O Zm n=ZN rn i v 0 m O n G7 C Tlp '0 N3 r- N m O v O CA(DA �"'G'� iM m Z Z z z < OOm p -,m +,i YI P o -U� %4m 0 b m C -4 y_ Z m 1 A Ag N Z A z O m O z 08 �� Q m m M m A y Om mm m m m Am m ni = G 4 � Z N cn z m 0 4 i I 1 / / C m rn \ 1 I i - 1 HJNld - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -- - - -- / / m n o Nv V) n D o 0 � ^ a a o a µ `.. .. „Z� A� O In 70OC= O c O Z o �mm Z nZ �'� 0 Z OZOE N o p 0 z IK) o z D� O Zm n=ZN rn ' The mitigation plan outlined monitoring procedures designed to track wetland and stream development after restoration activities were completed. The monitoring plan requires ' annual monitoring for a minimum 5 -year period and analysis of the data to evaluate quantitative success criteria. The monitoring plan is attached for reference in Appendix A. This document represents the fifth Annual Monitoring Report (AMR) designed to track wetland and stream development as outlined in the monitoring plan. Hydrology, vegetation, and stream parameters have been monitored throughout the 2006 growing season. Per the ' U.S. Army Corps of Engineers' (USACE) request, groundwater hydrology has been continuously monitored throughout the calendar year. Site data has been compared with ' hydrology model predictions, regulatory wetland criteria, and reference (i.e., relatively undisturbed) stream characteristics and vegetative communities in the region. In accordance with the most recent USACE Regulatory Guidance Letter, dated August 2006, the Year 5 ' AMR includes a discussion of Site problem remedial action. areas and recommendations for potential ' 1.2 Project Chronology Review of On -Site Jurisdictional Areas February 17, 1998 (USACE) ' Perennial Stream Limit Determination February 4, 1999 Site Identification June 1998 Detailed Mitigation Plan June 1999 Sec. 401 Water Quality Certification Issued (NCDWQ) September 27, 1999 ' Monitoring Plan August 2000 Sec. 404 Wetland Permit Issued (USACE) April, 2000 Site Construction and Planting February - April 2001 ' Flow Diversion April 16, 2001 As -built Stream and Wetland Report September 2001 Post Project Review of Site January 2002 ' (USACE, Angie Pennock) Monitoring Wells and Stream Gauge Installed February 2002 Supplemental Planting in Cut -Over Areas March 2002 ' First Year Field Monitoring September and October 2002 Second Year Field Monitoring September and October 2003 Site Maintenance (Channel Plug Improvements) June —July 2004 Third Year Field Monitoring September and October 2004 Fourth Year Field Monitoring November and December 2005 Fifth Year Field Monitoring September and October 2006 J 2.0 STREAM MONITORING 2.1 MONITORING PROGRAM 2.1.1 Physical Stream Attributes The monitoring plan calls for measurement of stream geometry attributes along a minimum 300 -foot reach. Annual fall monitoring protocol includes development of a channel plan view, channel cross-sections on riffles and pools, pebble counts, and a water surface profile. Specific stream data to be presented includes 1) riffle cross-sectional area, 2) bankfull width, 3) average depth, 4) maximum depth, 5) width/depth ratio, 6) meander wavelength, 7) belt width, 8) water surface slope, 9) sinuosity, and 10) stream substrate composition. The stream has been classified based on fluvial geomorphologic principles outlined in Applied River Morphology (D. Rosgen, Applied River Morphology, Wildland Hydrology, 1996). Significant changes in channel morphology have been tracked and reported by comparing data in each successive monitoring year. 2.1.2 Biological Stream Attributes The monitoring plan was devised to provide for biological sampling of the stream channel prior to diversion of flow and again after Years 3 and 5. However, the NCDWQ has asked that biological sampling be performed annually. Therefore, an evaluation of bio -monitoring success criteria has appeared in all AMRs. The procedures and methodologies for biological monitoring have been modified to follow the standards put forth by the Department of Environment and Natural Resources (DENR) January 1997 biological monitoring protocols and the NCDWQ draft guide for benthic sampling. The Qual-4 sampling method has been adapted from the May 2000 final draft of the Interim, Internal Technical Guide for Benthic Macroinvertebrate Monitoring Protocols for Compensatory Stream Restoration Projects from NCDWQ. ' The biological samples provide a means to track taxonomic diversity over time. Specifically, the numbers of Ephemeroptera, Plecoptera, and Trichoptera (EPT) taxa have been monitored and evaluated. The EPT taxa are not generally considered primary stream colonizers and, therefore, are not typically found in newly established streams. All taxa have been identified to the lowest practical level. The number of EPT genera/species is typically expected to increase through the 5 -year monitoring period. An evaluation of in -stream and ' riparian habitat has also been conducted at each monitoring location, following the NCDWQ habitat classification system. 2.1.3 In -Stream Flow In -stream flows have been measured through placement of a continuous monitoring, stream flow gauge within the constructed channel. The gauge is capable of recording stream stage (feet), velocity (feet/second), and discharge (cubic feet per second, CFS). The data is reported as peak daily flows for channel velocity (feet/second), discharge (CFS), and stage in ' tabular and graphic format. 1 fl 1 2.2 MONITORING RESULTS 2.2.1 Physical Stream Attributes After the fifth year of monitoring, the stream restoration effort includes approximately 2800 linear feet of constructed stream on new location and approximately 1240 linear feet of reactivated backwater channel through the floodplain of Pinch Gut Creek. Six permanent cross-sections were established along the constructed stream channel in 2001, two in the upper reaches, two in the middle reaches, and two in the lower reaches. The current year cross-sectional data has been superimposed on past year's data to track aggradation or degradation in the channel. Stream channel morphological characteristics are provided in Table 1. Channel Dimension Attributes Channel dimension attributes were obtained from the surveyed cross-sections depicted in Figures 3A -3F. The constructed channel currently exhibits a bankfull mean width of 2.9 feet, a bankfull mean depth of 0.6 feet, and a mean bankfull width/depth ratio of 4.8. The mean bankfull cross-sectional area is 1.4 square feet and ranges from 1.3 to 1.5 square feet. Channel dimension attributes remain consistent with parameters established under as -built conditions. Channel Pattern, Slope, and Substrate The entire length of the constructed channel was walked and visually assessed for changes during the fifth year of project monitoring. Based on the qualitative analysis, the channel has supported stable pattern and slope attributes since the first year of monitoring; therefore, quantitative measurements remain similar to those performed in Year 2. Channel substrate is markedly finer than that observed in Year 4 (2005) project monitoring. 2.2.2 Biological Stream Attributes Current year benthic surveys were performed on September 20, 2006. On-site monitoring sites are shown in Figure 4. The reference stream (UT to Little Brown Creek) location is shown in Appendix B. Results of the current year monitoring data are provided in Appendix B. Year 5 (2006) benthic data indicate increases in both the total number of taxa and total number of organisms collected relative to Year 4 (2005). In Year 5, 131 total organisms representing 20 taxa were collected at Station 1 (upstream station), while 53 organisms from 13 taxa were collected at Station 2 (downstream station). In 2005, 54 organisms from 13 taxa were collected at Station 1, while 19 organisms representing 13 taxa were collected at Station 2. No EPT organisms were collected from either Station 1 or Station 2 in 2006. The contrast between Year 5 and Year 4 benthic data is likely attributable to drought conditions experienced in the Year 4 monitoring year, which limited the stream base flow required to support the populations of many benthic macroi nve rteb rate populations, including EPT taxa. A benthic sample was also collected from the project's reference stream in Year 5. A total of 133 organisms were collected from 40 taxa, including 11 EPT taxa. 0 0 11 O Im G d N N (O O m M r M o O (L R M 6 tD O � N O O M � C O R V W (O W O 0 d N O O M r d T O (O O N d m C M O O 0 O) N CI 0 N C O (O W N OR N N N O O N Q) N O1 O O O [{ N 1 O t` R M O C O N n N N c0 N M O In r (OD 0 O C N M O O N R n N 4 a6 c M O O 7 C O dO w N m W V N M O O U) r (OO d O Mr- O O N N 0 M M O O C (O 1� 7 NC? N O R O N W O M (OD d OO M 1l O M M C N 1 O R (� N In a. M O M O O M r O N 1f (n O IC6 N (O a) CP N d N M 6 O M (OD d N N O N m O C Ci m M — m R (n (n c0 M A N O N N O M M C. O W O (0 (O O C R d N M O M N N (n N N N ID -, •(p R > N p o C r C R ¢_ x L d R O a �¢ C d O L d L d x o a c E C E d ° Q U) O 3 ° O" a I L C O O ,E 0 O Sa R X O O L) 7 L a Y Y Y Y •X a N N C;00 N , N o n CO m N M N n N U) N U CV N N N r M O) M M O O 00 O O M O M N I� (n N O V (V O) N N .- O N CV W M W 7 O QD N M r� W W M't Lmo N n N M N M N O N M OO ad N OO N M M O O (O 1� 7 NC? N M�2 6 O N M O OD d' O m (DN A b N O N 1f (n m V N O N m N No 0 0 (O 7 OO — O OO (O M I. 0) OO M C N (n N N N r N N M N M O C.) N O W W �- N i.., nM M M M M O O O N r N N I 6 6 M O ap � CO N N N C;00 N 6 N LI Cl) N r o) N 7co .- N N n N (!') M N M O O N O OO W OO M r N M� M M O O N w N r O N (n N C? V N Op 6 t7 O 6 NA M' N N N 7 m (V N O V n N f` N C7 (N C) r N O co C.j N M O �- N r M M O O O N N N N N a M N I 06 (p (+) O p' O� n m N � OO N O N (n O u) 0 0 6 p� N N .- p OM I- M Cl) N O o N Mlo 6 1- c- f- n N M N M N O (O O M O7 L? C6 N r N M M? Ir OO O (O 00 O m O M (� V' r O Cl) N N V' 7 (0 O co NO O O O O O M r O N' ' a N N O O M O M N N O M O O (O N O (l7 N .- O 0 0 r 7 Op 0 0 0 0 r p OI M N OOD N a0 N O O O O N O O O O N M r I N 04 N �- N N O) N D R ^ x � a Q v j Q H L ' d a N o 3 L x H — _ UNi O v O (J ` d a' m d Y m C d O — — O w 3 —O R m R R C C Y a oa a O w (cc) w O o 0� w R R _ E d Q L m 3 OO j= (� (n C a 3 p J U N a -o o �• a O a� X a o 0 6 C 7 o co v C C o R R a wS�(Lo a°a° a°2mwin a°22x N M V N O N W O O N M It N N N 1 N N N N 1 r L I 0 N N C d C � N � V L U TU) �- v y LL ~ O = E CL ° a� N C O 1 r L I N O r 7 rn 0 00 O Linear (Across Valley) Distance (ft.) N _P� O) OD O O O O I I I I I I I I I I I I I i I i I I I I i I I I I I I I I I I I I I I I i I I I I I I I J___L__ I I I I I I I I I I I I I I I I I I r--r---r-- I I --r---r--r-- I I I I I I I I --'1---'----1- I I I I I I I I 111'1 -1--'� I I I I I I I I I --1- -''---'--- I I I I I I I I I --J---'---L-- I I I I I I 1 I I I V I I I I I I I I I I I Iyi I� 00 X I 7 C I I IV I� I .C" I I I I I I I -- --- ---+-- I I I I I I -�~-- - -4--- I I --+-- ---I--- I -----I---+-- I I I I I I I I I --_1 --- r ---r-- I I I I I 1111 - r --�- 111 I I I I I I 1-----r- I I I I I I -�---r--r-- i rt 7 .N-� t0 "� m fD SON fD rt .0It I --�---I---+-- I I I r -�V-I---+- �1111-- I I I - "�---I--- I I I --�---I---+-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 307 7a to rr -I-IKr z1, O 7 I II I i �Q 111-1-I --�---I---+11 11 - --+--fix- -- - - -� - --�--I---+-- N O� O rt O rt". m J 7 ___I__ -I____1 _I___1__Jf I ��1 _L_ _J___ _1__ I I I I I i I I I I I �a rt� ry O' N O P I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I -' -----1 -'---1 -''--`6-- 1 -m -'---- -J---'- -L- I I I I I I I n I I I I I rrrr I to I I I I I I I I I I I I I I I I I I I I I I I I i i I I I L I I ■ 0 0 0 0 0 DWD 0 D Z m m m m m_11 m m m m m m r- m r r r r r r r m m m m m m M � Di - Di � r m OO O O O y 0 Z Z Z z Z >1 Z O N N N N N Z N N W 0 N O) O O F) co Mw v 0 r m m m a Elevation (ft.) I O I I I I --I-I-r I I I I I-_ I- I I I A 177---I-I-I-r I I I I I I I I rrtt I I I I I I I -1117 I I I I W N I I I I 1111I--I-1-1-I- O O'm O o _1_I_I_L LL11 m 7 0 v o :3 m n N O I I I I I I I I y 7 I I I I I I I I I Iyi I� 00 X I 7 C O 0. I �N CD O O rD y N tol I II ' O' N_0 F I I I o O) CIDO fD N rt 7 .N-� t0 "� m fD SON fD rt .0It MIME mm OO m 10 Y r rr'r r« l l r 307 7a to '-11r -I-IKr z1, O 7 _ _ O 7 . k . �Q 111-1-I IW 1 O> �C CD jF O Nf� O Q O� O rt O rt". I I I I O, 7 fD fD rt rtO. 0 1 J J y I I_ I__ N < O _7 I L I I I I L L 1 1 �a rt� ry O' N O 1JJ_I 1 1 1 1 1 1 1 1 1 1 i_ I_ 1 I 11 I I I -I I I I I I I I I I I CD 1 1 I I 1 I I I 1 1 1 I I I 7 I rrrr 111-I--I-I-rr I rrrr I to I I I I I I I I I I I I F) co Mw v 0 r m m m a Elevation (ft.) I O I I I I --I-I-r I I I I I-_ I- I I I A 177---I-I-I-r I I I I I I I I rrtt I I I I I I I -1117 I I I I I I I I -I-I-I-h I I I I h+tt I I I I 1111I--I-1-1-I- I I I I I h+tt ii1-I I _1_I_I_L LL11 JJ _I_I_LI- 1 JJL-4 I I I I I I I I LLL I I I I I I s i I I I I I I I I I I I I I I I� I I I I I I •P I I I I I I I I I Iyi I� 00 N W I I I I I I I I J I I I I tol I II Z D O IOI +0- I I I z o O) CO) E MIME mm -0� m 10 Y r rr'r r l l r rrr '-11r -I-IKr z1, I II TT "7'11-I -I-r 11 T_ TT 111-1-I IW 1 1 1 1 1 1 1 1 1 -- I- I- h I I I I h I I I I -I I I I I I I I I I I I I I I I I I I I I I iI 1 J J y I I_ I__ L L 1 I I 1 1 1 1 J J J J I I I L I I I I L L 1 1 I I I I 1JJ�_ 1 1 1 I I L 1 1 1 1 1JJ_I 1 1 1 1 1 1 1 1 1 1 i_ I_ 1 I 11 I I I -I I I I I I I I I I I I I I I I I I I 1 1 I I 1 I I I 1 1 1 I I I -I-I-rr I rrrr 111-I--I-I-rr I rrrr I I � ti I I I I I I I I I I I I I I I I I I I I I I I LL11 JJ 1 I I I I I_ L I I I I I I I I I I I L L 1 1 I I i I I I I I I I I I J J J _I ____ I I I I I I I I I I I I_ L I I I I I I I I 1 1 1 1 L 1 1 1 I I I I I I I I I I I 1 J J I I I I I I I I I I _ I_I I I I I I I I I I I I I I I I I _I J______ I I I I I I I I I 1 1 1 1 I I I I T I I I I I I I 1 I I I I Ir 1 1 1 1 I I I I I 1 1 1 1 r rrr J11-I--I-I I r rrrr I I I I I I I I I --I-rr I I I I rrTT I I I I "7'11----I-rr I I I I I I I I I I rrTT I I I I 111-1 I I I I I I I I - I-- I- I I I I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I I I I I I I L 1 1 1 1 L L 1 1 1 1 1 1 1 J J ._.I __ 1 1 1 1 I_ I_ L L L L 1 1 1 1 1 1 1 J J J L I I I I I I I _LL"_ I I I I I III 1J J_I__I_'-LL I I I I fill I I I I I L1111 I I I I 111_I I I I I I_I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z m � m 0 n a v 0 z�m -Dz o CD IM � oO ., Oo ,zz 0 O 70 m O *� aZ Zg Z D o C X O M G 7 �o Om m 00 N W mm" y �R O >,. Z Z _ = O C Z Z D O Como z o O) CO) z m � W O C7 2 C)MZ z�m -Dz SQUARE STADIA RODmn Z� Om pN �r 0 O 70 m O *� 0 m Im O N a CZ� m� ��-- z m Como m sN � OW E MIME mm -0� m Z 0z z m z I 7 9 nZp T v D,�m=» C)MZ CZOr, 3 Z0.0 C:m �mn n43A Z� 0 CSD Z=ZCA n W Elevation (ft.) r 0 O tJ °n o c A m 0 CSD 0 O z All IIIIIINIF/I Ili r 0 O tJ °n o c A m 0 CSD 0 O z r 0 O tJ °n o c F -t N 0 CSD 0 N 0 N Linear (Across Valley) Distance (ft.) N a) 00 O O O O I I I I I i i I I i I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I ------I---L - I I - -I--L---I--- I I --L------I--- I I I I I ---------L-- I I I I I I I I I I I I I I I ---1---1----- I I I I I I I I -1- L --I -- - - I I I I I I I I I --- - L-1---1--- I I I I I I I I I -I---I- 1-- -- -- I I I I I i I I I I I I I S Q X N N 7 j C O N I I IV I� I I I I I I 3N Qij I Ort O O CD rt� I I I I N D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 rt 0 O 3 0 7" I I I I I 1 Ort I I I I I I ---1---1---L-- 1-- I I I I I I G 1D 1 I I I I I I ---1---j--1------L I I I I I I I I I - ---1--- I I I I I 1 I I I - -1---1- I I I I I C)7 0 7 rr ND A 7 1111 O I t 1 r r T T I I I I O ai I I I I I I I I I 1 i m I I I I I 1 -- -I ---1I ---L--------1-- I I I I L111 .'4 - --' --'-- -J--- --L-- I I I I I I I I I I 1J I I I I I I I I I - I I� 7 JJ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 7 1--- 1----1--`6--- 1--m-1---- ------I- - 1-- ---1---1--- ---1--- (1 I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I-I_I__I_I I I 1 1 11 rrTT I I I I I 1 1 1 1 1 1-1 111-1--I-I-� I I I I L III 1 1 1 1 r I I I I I I I I L I I ■ ■ 1 ■ ■ 0 0 C) c) 0 �1 v c� gg g v g o g m m m m m p m m M m m m m c m r r r r r r r < < < < < O m m r > Di m m > 0 0 0 0 0D� y O Z Z Z Z Z >I Z m — N D N N N N Z N O N O o o W 0 T C7 N Z N m rt, O F 'I 7r= .;�m rt 0 0 7 ILD O v v r m m m D 0 2 Elevation (ft.) 0 I I I I -I-I-rr I I I I rrrt I I I I 't 'I 'I-I--I-I-rr I I I I I I I I rrrt I I I I Y7y7 rnn s m m C 0, o 0 v artCO TD m �< 'py 7�=F CDc)N I I I I S Q X N N 7 j C O N _I_111� o� 3m o--0, 3N 1J JJ 7cN Ort O O CD rt� I I I I N D 10 GA I (pN o a _5 O N D SON 0, 0 2 9,5-2 00 3 N 1 1 1 1 rt 0 O 3 0 7" I I I I I O 7 Ort 7C or �O -- r OQ C)7 0 7 �Cm O — ND A 7 1111 O 1 1 1 1 r IT T .< 0 �.0 =L10 r r T T I I I I O ai I I I I I I I I 7 I I I I I I I I V < p 0 —7 I I I I L111 I I I I 1J M0 rt� . 1 m6 *6 O I I I I _I_I_LL I I I I - I I I I 1 1 1 1 I I I I LL11 I I I I FT I I I i l T I I I I I I I I 1J I I I I I I I I I - I N 7 JJ I I I I I I I I I I I I I I I I I -1-1-rr 1 1 1 1 rrr fD I r I I I I I I rrt 1 1 1 1 1 1 1 1 1�y-I 1 1 1 1 1 1 1 1 7 I I I I I ++ I I I i11 -I I I I I N I I 1-1 L 1-+ 1 1 1 1 I JJ�---1-I-I- I I I I I C7 N Z N m rt, O F 'I 7r= .;�m rt 0 0 7 ILD O v v r m m m D 0 2 Elevation (ft.) 0 I I I I -I-I-rr I I I I rrrt I I I I 't 'I 'I-I--I-I-rr I I I I I I I I rrrt I I I I Y7y7 rnn s m m C I I I I I I I I I I I I I I I I I I I I I I I I M (A -� =z Z_ s I lO Q I I I I I I I I 1 1 �1 I I I I I I I I _I_111� LL11 1J J_I__I_i_I(� OD LL11 1J JJ I I I I I I I I I I I I l f l I I I I I I I I 10 GA I o I I -I -I I F F TT I 1 1 1 1 Z".) 11N I I I I I I I I I 1 1 1 -- r rITT 111-1--1- l r rrTT Ill 1111 -- r r 1 1 1 1 r IT T I I 1 1 Il- I I I I I I I -1- I- r I I I r r T T I I I I III 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _I_I_LL I I I I L111 I I I I 1J ILLI L ILL I I I I I 1 L11 I I I I I I JJJJ I I I I I I I I _I_I_LL I I I I - I I I I 1 1 1 1 I I I I LL11 I I I I FT I I I i l T I I I I I I I I 1J I I I I I I I I I - I I I I L I I I I I I I I - I � I I LL111J I I I I TT -TT- I I I I I I I I JJ I I I I I I I I I I I I I I I I I -1-1-rr 1 1 1 1 rrr I I -1--1-I 1 1 1 I r I I I I I I rrt 1 1 1 1 1 1 1 1 1�y-I 1 1 1 1 1 1 1 1 I I I I I I I I I ++ I I I i11 -I I I I I I I I I - -I-LL I I 1-1 L 1-+ 1 1 1 1 I JJ�---1-I-I- I I I I I L++ 1 1 1 1 -1 -IJ-! 1 1 1 1 I I I I _I_1_1_L Ill I I LL 11 I I I 1JJ_I__LLLL I 1 1 1 LL11 1 1 1 1 JJJ_I I I I I I I I I I -FFF F I I -I-I r I I I I I-I_I__I_I I I 1 1 11 rrTT I I I I I 1 1 1 1 1 1-1 111-1--I-I-� I I I I L III 1 1 1 1 r I I I I I I I I III 1 1 1 ITT I I I I 1 _1 _1 till 1 1 1 1 111-I --I-I-r I II -r' 1, TT 211"1---I-rr ITT 1111 1 1 1 1 -I-rrr 1 1 1 1 1 1 1 1 t- t- t 1 1 1 1 1 1 1 1 1y-I-1--I-I-rr I I I I 1 1 1 1 1 1 1 1 Ill rrtt 1 1 1 1 lilt y'1I-I I I I I 1 1 1 1 1 1 1 1 L111 1 1 1 1 JJJJ__I_I-LL I I I 1 1 1 1 I I I I 1 1 1 1 L111 I I I I 1 1 1 1 JJJJ I I I I I I I I _I_1_LL I I I I I I I I -I-I I I I I LL11 I I I I I I I I _,1 I 1JJ_1-_I_I_I_L I I I I I I I I I I I I I I II I I _[I L111 I I I I I TTT Ill T T Ill 1JJ_I I I I I I I I I I I I -I lilt D�O r'm oz Z .m 0m p D n F 1 O y n5Z�ZO> rnn s m m C N O � o v� O *� o -� IT z p to N M (A -� =z Z_ s wO V1 C Z � DZ NZ m mo< �0 0 0o Om mz OT OD .. 0 .. = > m �z - D p N iii m GA o o Z D� Z".) 11N mz �� D�O r'm oz Z .m 0m p D pC� � Om Kr = SQUARE STADIA ROD n O 7o O n5Z�ZO> rnn T4KM Z� a Z=Zy *� m -� IT yoo� �m <<c_� - z- V1 C Z mz � 0 MIX 0 N comms iii m oomo mOM v mz �� m ��+z z rn —I � O Z CC) 00 CC) co 0000 7 7 7 7 77 7Cxx C C C C 0CDxO v)o3 I t0 C W03N 0 ov pi0 7 rtM O ?rt �0 Q �O .. CO .p N .0 0 yy aZ0 :? A n D mnµ p�m= 0 " O �O n5Z�ZO> rnn T4KM Z� a Z=Zy " m m -� IT 0 X �O a0 ;a Ln m mni NO z a \ . o 0 " O �O RD a m V1 0 W 7 \ . o 0 " O �O RD a m V1 0 W \ . o 0 " O �O RD a Linear (Across Valley) Distance (ft.) N O) OD r0N N .nI'W(on70'NN7"��IiIIIIIIIl lIIIIII1I' IIIIIIII1 IIIIIIII IIIIIII II o�f0art7 zrO''rn�■■■■■■■Nroro7 _nrnyn IIIIIIII II• IIIIIIrI IIIIIIIII- ---__------ �myOpC�mZMmOi T =7pr0ro . n»7cD3O.v .C 7c�p�rt-op�Z� * >7c�0�rts��r o Wn O O O O �0 mz� zI?r � SQUARE STADIA ROD � In m oOaWmo C.OM D K V, oc Ln 3CD"J0 C 7 �1 -_ CD I m Elevation (ft.) ,D I 'I I I^Co Co Co 4" va - Di 0 �Z WW00co _0 CD xN� On 0,0 orox IV2 UW) op`c -n (D3 MMloll z 00 to N:j 0%10 CD ZZ7 N (T I I ojo W W W-0 zo Ln wnOrn DZZ0N rzi m::i I Ill zrDz milli Zz m0 GN n o(NNT O 7 N m OM 00000 N o0 o Elevation (ft.) No mDo p M m m M C m 0 M M m m m r m r r r r r r r I I Iii I I I I I I I I -00 M m m m m m -Irrrrr I 0Z DDDDDD -- 1111 I I I Irol ml I I I I I I I WU L+ LL+�yi+"I__IL AJ�I1I 0 0 0 O O 0 �- Z Z Z z Z z I IL I I ill INI I I 1111 1111 ___LLIL111IJJJ___I_LLL111JJJ I I 11 1111 Z I I I I 0 0 0 O O OgF IO rrrrr1-177rrrr��IL4 0 rTTT -I I-I111TT71I1I1I LO 2. IIL F')co I I I II'll I IIN _I I I I I I__I_I FT -TT- O 0Z 111 Ill I I 1111 I I I I I I I I��-�- till 1111 1111 11 I I I I I ill Z CD A -0 1111 I Yrr r7Y1I'-I 0O --I-rr D 0 ma�vov°Qoo�p +++ +W r 1111 I ill fill fill 11 1111 n < m O 0 7UI I I3c ON _I_I_LLLL111JJJLL f Oro a. C_I I I I I I I I _I I I I TT< ID ill I II_ I I I I I I I I IrI ror7037 rrr1I�I�I�I- rrrr 3 I 9,0y TI r rrrr 1I1I1I O'O O till 11 11 1111 1111 .0 :2. <07 C) 2: 9;6 CD 0 O1lo (D Vm <'0 — 1111 1111 fill 1111 _I_I_I_L LryCD 0 CDI I I I I I I I I I I I I I I I if 1111 1111 Ln to to CD Co to N W •P (T O) \0 a m 0y �n OnMOO< 0In ZZO rO oz NnDZ tfi m Z w 0 0,1 Ln TN r� p C N C 010 V) m M Z= - nZy 0 0z —I A LL IIIIIIIII IIIIIIIIIIIII " II IIrII 1IIIIII1 I IIIIII 1I_III 1 � N;m CZ>V)-j�o _ oW rn IIIIIIII z0z IIIIIIII1 J�1-1-JJ 7 II I IIIIIII II III' IIIIII IIIIIII IIIIIIII I IIIIIII 0 R .14 _ 1I_III 1 vEm � N;m CZ>V)-j�o oW rn IIIIIIII z0z J�1-1-JJ 7 II I II III' IIIIII IIIIIII I 0 R .14 _ 1 vEm N;m CZ>V)-j�o oW rn ZM� Om z0z 7 1 7 0 U N O CD O O O Linear (Across Volley) Distance (ft.) N -P� CA w O O O O I' I' m m m o g m m m m m m 0 m r r r r r r m < < < < < O m -! Di t I � m m > 0 0 0 0 0D O z z Z z Z ->,z m 5 _ N N N N N D Z N O O O O U1 NO N W 0 1 1 1 1 rrrr III"--1rrrt I I I I I Z 1171 1 1 1 W N I I I O Qm o n I I I R I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I 1 061 I I I I I I I I I I I I I I N I I I I I I 7,4-4 CD .+ to I I I I lDy I I I I I I I MO 0 p 1 1 1 1 1 1 1 1 < fD pO- fD y ao 0 -672 30� 0 N I I I I I 1 1 1 1 rrrT 1 1 1 1 711- 1 1 1 1 --I-I-r 1 1 1 1 rrTT 1 1 1 1 QT --�-- r --r-- --- --------r-- 1 1 1 1 1111 1 1 1 1 ---r-- -----r--r-- (ni I I I I t I I I I I I I I I I i I I I I I I I I I I I I I V I I I i I I I I I I v I I I I I 7 - �-I 1 1 --- I T-- I I I I -L I I I I LL11 (V I I I I I 1 1 1 1 1 1 1 1 rrrr I I I I 1 1 1 1 ��77- 1 1 I I I I 1 1 1 1-1 I I I I 1 1 1 1 I I I I rrrt I I I I 1 1 1 1 1 1 1 1 1171 I I N 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 ++ I I I I I I I I I I I 1 1 I I I I 1 1 1 1 --J---1 ---L-- --J---I---L-- I I I I I I ---1 --1-- - I --1-- I I ---1--- I I I I I I I I I I I I I I I S t"I I I I I I 1 i X 1 1 1 1 1 1 1 1 1 1 1 1 -(-1-1- I I I I 1 1 1 1 -I-I-rr I i i I I 1111---I-I-r ____+__ N rrTT ___I_ __ __ �_ __I___+__ I m 1 1 1 1 rrrr 1 1 1 1 YYyy I I I I I I I I J_ I� I I I I I 1 1 1 1 I I I I I I I LL11 I I I I I I I I I I T I I I I I I I I I 1J JJ__I_i_I_L I I I I I I I I I I I I I I I I I I I I I I I I I I_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --J---1 --- L ------ I I---L---�------L--------- I I I I I --'�------1-- ,___.r__T------ I I I I I r T__,______ I I I I I T __,___r__ I i I __,-__r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I' I' m m m o g m m m m m m 0 m r r r r r r m < < < < < O m -! Di t I � m m > 0 0 0 0 0D O z z Z z Z ->,z m 5 _ N N N N N D Z N O O O O U1 NO N W 0 N 0 0 7 N w-0 Q 0 O � O m 7 r �m CT Elevation (ft.) o CO G m m m a 0 I 11 --I-rr 1 1 1 1 rrrr III"--1rrrt I I I I I Z 1171 1 1 1 W N I I I O Qm o n v aCo 000j s� m N 30 < 0 O 7 fDC7 p0.1 c3? N 0 3 N 7�. 3o OtA xy 0 a to 7� 0c ON 1111 1111 IIII II<I :31 1111 �En _ O_n O_ CD O •� w fD N I I I I I I .� t0 rt fD CD .+ to I I I I lDy I I I I I I I ;700 0 p 1 1 1 1 1 1 1 1 < fD pO- fD y ao 0 -672 30� 0 N 3 7 �' 1 1 1 1 p O I I -l- 1- 1 1 1 1 rrrT 1 1 1 1 711- 1 1 1 1 --I-I-r 1 1 1 1 rrTT 1 1 1 1 QT OCy< n� 1 1 1 1 1111 1 1 1 1 Oa 0i 6 -to CD O CD O.tO rrr+ O� f3A m - < I I I 1 1 1 1 0 I I I I 0 —7 I I I I I I I I • CD (D I I I I O N 7 I Int _I_I I I I I LLil Cl) I I I I -L I I I I LL11 I I I I 1JJJ I I I I 1 1 1 1 1 1 1 1 -1-rrr I I I I 1 1 1 1 1 1 1 1 rrrr I I I I 1 1 1 1 ��77- 1 1 I I I I 1 1 1 1-1 I I I I 1 1 1 1 I I I I rrrt I I I I 1 1 1 1 1 1 1 1 1171 I I N 1 1 1 1 1 1 1 1 I I I I I I I I N 0 0 7 N w-0 Q 0 O � O m 7 r �m CT Elevation (ft.) o CO G m m m a 0 I 11 --I-rr 1 1 1 1 rrrr III"--1rrrt I I I I I 1 1 1 1 1 1 1 11 1171 1 1 1 1 1 1 1 ---I-F- 1 1 1 1 }+++ I I I ��z o SQUARE STADIA ROD Om Om 111 Ornx. p N v 0 r c3? N 0 3 N O p c0 1 1I 1 a -I J 1111 1111 IIII II<I 1111 1111 ID � O N I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 to I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I• I I I I I I I 1 1 1 1 1 1 1 1 I I -I I 1 1 1 1 --- 1 1 1 1 1 1 1 1 I I -l- 1- 1 1 1 1 rrrT 1 1 1 1 711- 1 1 1 1 --I-I-r 1 1 1 1 rrTT 1 1 1 1 1---1-I-r I I I I I I I I I 1 1 1 1 rr TT 1 1 1 1 1 1 1 1 1111 1 1 1 1 I I I -I-I-r rrtt -I -I -I I -I -r rrr+ YYyti I INI � I I I I I I I 1 1 1 1 1 1 1 1 I I I I 1101 I I I I I I I I I I I I I I I I I I I I O I Int _I_I I I I I LLil I I I I J I I I I -L I I I I LL11 I I I I 1JJJ I I I I 1 1 1 1 1 1 1 1 -1-rrr I I I I 1 1 1 1 1 1 1 1 rrrr I I I I 1 1 1 1 ��77- 1 1 I I I I 1 1 1 1-1 I I I I 1 1 1 1 I I I I rrrt I I I I 1 1 1 1 1 1 1 1 1171 I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 ++ I I I I I I I I I I I 1 1 I I I I 1 1 1 1 I I I I 1 1 1 1 I I I I I I I I I I I I I I I I L L 1 1 I I I I I I 1 1 1 1 I I I I I I I! I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 -1-I_i 1 1 1 1 1 1 1 1 1 1 1 1 rrTT I I I I 1 1 1 1 1 1 7��-1--1_i I I I I I I I I I I (� I I I I 1 1 1 1 1 1 1 1 1 1 1 1 rT TT I I I I 1 1 1 1 1 1 1 1 1 1 1 1 -(-1-1- I I I I 1 1 1 1 -I-I-rr I I I I rrTT I I 1111---I-I-r rrTT 1111 I I s -I-I-rr I I I I rrrr I I I I YYyy--1-1-rr I I I I 1 1 1 1 rrrr 1 1 1 1 YYyy I I I I I I I I 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I I I I I _I_I_I_L I I I I I I I I I I I I I I I I I I I I I LL11 I I I I I I I I I I T I I I I I I I I I 1J JJ__I_i_I_L I I I I I I I I I I I I I I I I I I I I I I I I I I_ I I I I I I I I I I I I I I I I I I I I LL11 1 1 1 I I I I I I I I I I I I I I I I I I 1000 1 1 I I I I I I I I I I I I I I I I V) af 0 Ca m m z D o = N Z W o z G7 Z 'a > Z vm N o 0 m � 0 O m 03 N m .. n -1 Cm o z a p =N = C Z z A 0 N Z D - 0 z a) Co aJ Co Ln 00 0 0 0 7 7 7 7 Dr 0m O O C C C C z�m ��z o SQUARE STADIA ROD Om Om 0 -4 Ornx. p N v 0 r c3? N 0 3 N O p c0 *;u 0-0 CD p m 7� ID � O N CT �+ �m z mi N N Cori goo -I �W pD mM ➢� m 0z z O Z 00030,00 0000 7 7 7 7 FF 77 7- C C C C OD�i 0C<DX� s N tO C NCD CD 3 to 00 b) 0v 7 •• 7 �O ID �O V W C O 0 00 *m 0 0 N 3m 0 O �z fD O W O O m a) Co aJ Co Ln 00 0 0 0 7 7 7 7 N• 7C 7:7C F -w w wti O C C C C n4Cm Z� o f�D�� -1 m �<o ap 0 -4 Ornx. y v 0 _ iiO c3? N 0 3 N 00 p c0 0-0 CD p 7� ID � O N CT �+ W N D Zz v �. e. 0 � M C= OG) m OZO� 4mn n4Cm Z� Z=Zy -1 m 0 -4 9om 00 m Cy cDnn�v M 3-0m ZOm Imz r —I m o h oz O� 0', A m O N 111111"! I 1110111 IN ON o h oz O� 0', A m O N o h oz O� 0', z 0 z 0" Dr Z m 2 0 i z -'1 0 X N m m n 2 I � X .Z1 X Xy X r-4 DX m0 m Um m p m cz m m m m m r m r r r r r r r r m m m m rn 0 m G < < < G z m C � � D � -Di m m D DD z z z z z m� z NN N N N D z N O O O O O0 N O N 0 0 W O 0 "I>0 nr-m COO OS I I I I -r-�-I-I--I-I-I-r I I I I z p W N _ 0 C7 to c) vampD S m m 7Q v, -DO O_ 0 '0Q7 � QCi N < S- 1 X p/ In Q j C 1 Q N 117 O*;ua� *rn mmK I I I I I I I I I I I I _I_1 I I _I I I I,_ I I I I I I I I V�a� =; ISI- Z D IA 11 1r 1 Ftn 2.0 O N y N -I-I I N S Q° In C —,M ""CD CD I= px CD N = SQ N . 00 MIK Z 0 m oa my ap 6D-60 3N —1MZ 3 Q 7 rt N _ ° 7 r« O DUD F_° -Q �Q On oc< 07 I I OQ ow �.� o1Q -I -I -I -L 0� 1J_ _ �° r:p rn 7 JJJJ I I I I o m "a < ° I I I I I I 1 1 1 1 I I LL11 I I I I I I I I I rt�c fD Of�DO 77-�--1-1-1-r r t rn D r+++ -f--I -I-I-F CD 1 1 1 1 1 1 -I-I-I-L H�++ 1 1'1'- -41 N HL++ -4 11 I I I I I "I>0 nr-m COO OS I I I I -r-�-I-I--I-I-I-r I I I I I I I I rrrr I I I I z -z I I I I SQUARE STADIA ROD In rn 01? 1111 0 m [ 1 1 1 --I-I-L �r 1 1 1 1J1-4 I I L I I 1 1 0 Ln 0m 0c I I I I I_ L I I I I I L L L 1 I I I I I 1 J J J I I I I 117 O*;ua� *rn mmK I I I I I I I I I I I I _I_1 I I _I I I I,_ I I I I I I I I V�a� =; ISI- Z D IA 11 1r 1 C7 --I.tif C1 rn� -I-I I r r r 1 111 comms m px omD m 1 1 1 1 � MIK Z 0 m 5m MZ v� r r r r T 111 —1MZ IW I I I I m z I I 1 tit I I I I I I I I -I -I -I -L LLL1 1J_ _ I I L111 I I JJJJ I I I I N CD -.0 m .. m a O 7 Elevation (ft.) O I I I I -1-1-1-r I I I I rrrr I I I I -r-�-I-I--I-I-I-r I I I I I I I I rrrr I I I I I I I I ��77 I I I I I I I I I I I I I I I I I I I I c 0 1 1111 till 1J JJ- [ 1 1 1 --I-I-L 1 1 1 1 LL++ I I 1 1 1 1J1-4 I I L I I 1 1 L L L I I I I I I 1 J__ I I I I I I I I I_ L I I I I I L L L 1 I I I I I 1 J J J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _I_1 I I _I I I I,_ I I I I I I I I I I I I I I I I ISI- Z D IA 11 1r 1 C7 --I.tif r r T T 1 - -I-I I r r r 1 111 IQI 1 1 1 1 Iw 1 1 1 1 1 1 1 1 r r r r -1 -1-1 r r r r T 111 IW I I I I 1 1 1 1 1 1 1 1 I I I I 1 tit I I I I I I I I -I -I -I -L LLL1 1J_ _ I I L111 I I JJJJ I I I I I I I I L I I I I I I I I I I I I I I I I LL11 I I I I I I I I I I it 1 1 1 1 I I 11_J__I I I I I__I__I_ I I I I I I I I I I I I I I I 1 1 1 1 I I LL11 I I I I I I I I I 1JJJ I I I I I I I I 1 1 1 1 -1-1-1-r 1 1 1 1 rrrr 77-�--1-1-1-r r t I I -r -17-I --I-I-r r+++ -f--I -I-I-F I F+++ I 1 1 1 1 1 1 -I-I-I-L H�++ 1 1'1'- -41 HL++ -4 11 I I I I I I I I I I ,L 1_ J__ I I I 1 1 1 I_ I_ I_ L I I I I 1 1 11 L L 1 1 I I I I I I 1 1 J J I I I I I I I I 1 1 1 1 I I I I I I I I 1 1 1 1 I I I I rr I I I I I I 11__1_ I I I I I I I If- I -�I I I I I 1 1 1 1 I I I I r r r I I I I 1 1 1 1 I I I I 11-�-I 1 1 1 1 -rrrr rrrr 1 1 1 1 1 rrrr 1 1 1 1 ���� I I I I -I-I-I-r I I I I I I I I rr+t 1 1 1 1 I I I -f-I-y--1-1-1-r I I I 1 1 1 1 1 1 1 1 I I I I rr++ 1 1 1 1 I I I I iyyti 1 1 1 1 I I I I I I I I I I I 1 1 1 1 I I I I 1 1 1 1 I I I I L I I I I I I I I I I I -ii I I I I I I I I LL11 I I I I I I I I FT -TT I I I I I I I 11_J__LLLL I I I I I I I I 7 1--I I I I I I I I I I I I I I --------- 1 1 1 1 I I I I LL11 I I I I I I I I I I I I I I I I 11JJ I I I I I I I I 7 i � I I I I I cumcum 0 0 0 0 c c c c <o o m x a vio33 I�Q C m° 3w rt p N p � CD rt Q T� S DO QO b) 0 .. C, W O Un i m 0 no a O OO 0 ,It o m m c 0 0Z G7 z m 2z Z? WG7 °> J_ m m o O m N- m N p m D Z D C7 0 rO D i:1 z C) cumcum 0 0 0 0 c c c c <o o m x a vio33 I�Q C m° 3w rt p N p � CD rt Q T� S DO QO b) 0 .. C, W O Un i 0 oar" o O OO IN ,It N I� MEN 0 oar" o O OO A m N 0 oar" o O OO z O z r*m O" 'O r �z m V) 2 0 Z m O X V) M m n ■ t t t ■ ■ m mm m mm m -n m c m m m m m r- m r r r r r r r m m m m m m M r -1 --1 - _1 � m _> 0 0 0 O O y 0 z Z z z Z q Z N N N N N Z N O O O O ONO v W ? U1 O O� O TIDO im CO 02 1 m1 1 1 r z Q ZKoz W N SQUARE STADIA ROD O vm O0 'oCLya) D m 7CD VO �'oOj WCJ N S0 ow fA 7 0 F 00 mn m on x-,,' Dc ow f� cDi� D -o -Im 3m o3v� I N I I I I I I 7w Do �Iomym 3� � I_L l l l �7C+' n O -kO -M n I I I EO CID (A �o "SoN (D " 00 I I I I I I I I _ __ I I rrrr I-r-1-rrr oa ern oQo� 3N -0� m cL 360- W ?� Z 0z j 3 a-, 0Lo -0 FQN �O m -4 I I I I OO I I I I 0 1 1 1 O, 0g: a%o _=(D< �. N O o.I.O O� N <'«O O L L L J _I ____ I_ L L L 1 1 o -o I I I I -�F I s i_I I I I I I I I II r r �o • m omo I I I I 1 1 1 1 -1-1-rr T T I I I I I I I 1 1 1 1 I rrrt r 7 I I I I I I I- 1-r Yn 3 ++II- MIMI O 111111 7 En )-4�- L L LL. 1 J TIDO im CO 02 1 m1 1 1 r I I I I rrtt Q ZKoz CD a SQUARE STADIA ROD W D oN K f+++ C X700 Oc ♦-f++� -f-i -1 -i I I I I m v m I tl l l I I I I I I i l mn m Z _ -�, �- O O m � c cDi� D -o -Im - CZ[ I N I I I I I I m 4 LL LLL1 I I I 1J JJ__I[[IS� I I I I I_L l l l �7C+' n -� I I I I I I I I I I I I I I I I cow-, pz=0 m m C7 D Om ITI CD I I I I I I I I _ __ I I rrrr I-r-1-rrr I I I I _I_I I I z -+ m O m Xm -0� m r r T T -f 1 r -1 ?� Z 0z z Yrt+ �yyy I I•Ny1 � m -4 I I I I I I I I I I I I 1.1 m 1 1 1 I I I I 0 I I I L L 1 1 z L L L J _I ____ I_ L L L 1 1 1 J J _I F) (A U) N O X O � N m N W Elevation (ft.) O I I I I -1-1-rr I I I I rrrt I I I I 77r-I--IZ 1 m1 1 1 r I I I I rrtt I I I I Y77-1 CD a W W zg 0o -I-I-I-H f+++ i-i-i-I--ISI-YY-F ♦-f++� -f-i -1 -i I I I I I I I I I I I I I tl l l I I I I I I i l mn m m O O m � c o I I I II I I I I I I I I N I I I I I I I I I I LL LLL1 I I I 1J JJ__I[[IS� I I I I I_L l l l LL11 I I I I 1JJJ I I I I I I I I I I I I I I I I I I I I y I I I I I I I I I I I I I I I __ -1-rr I I I I I I I I _ __ I I rrrr I-r-1-rrr I I I I _I_I I I I I I I I I I I I IT rrrT I I I I I I I _I_ 111-1 I I I I I r r T 7 � 1 -I -- I- I- I' f r r T T -f 1 r -1 -I-I-r 1-1-t yti--I-I-I-r Yrt+ �yyy I I•Ny1 � I I I I I I I I I I I I I I I I I I I 1.1 m 1 1 1 I I I I II I I I I I L L 1 1 J J J L L L J _I ____ I_ L L L 1 1 1 J J _I I I I I -�F I s i_I I I I I I I I II r r I- r T I I -I I I I I 1 1 1 1 -1-1-rr T T I I I I I I I 1 1 1 1 I rrrt r 7 I I I I I I I- 1-r 1 1 1 1 1 1 1 1 rrrt I I ++II- MIMI 111111 !-.{-l+ )-4�- L L LL. 1 J IL I I I1 11Ilm111011,11111111111012111111110111011EM -T F rT TT 11-1-1--1-rri F 1 1 1 I I I I ll rrTT 1 1 1 1 7�1-I 1 1 1 1 I I --I-rr I I I A rr TT 1 1 1 1 I I I I 1 1 1 1 I I I I -I-1-rr I I I I I I I I 1 1 1 1 rrtt rtiti-1--1-1-rr 1 1 1 1 1 1 1 1 1 I I I I rrrr 1 1 1 1 �yy-1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I II L I I I I _1_1_1_1__1__1_1_1_1_ I -j-i­I I_I I I I I I I I I I I I I I I LL L1 1J J_I_ I I I I I I I I I I I I I I I I I I I_ 1 1 1 1 1 1 1 1 1 1 1 1 I I I I ___I_L I I I I I I I I _I_I 1 1 1 1 1 1 1 1 I I 11I LL 11 I I I I I I-I_I I I TT I I 1 1 1 1 1 1 1 1 I I I I 1 JJ_I I I I I I I I I 1 1 1 1 F-- 0 O ,Lft aowCC) Co 0000 >>» C: c c c C-)>r.g mO oXa c'n I LID c CD fD 3 o o i%j Ov_CD� � 07g* S O O W W W 0 c0 c ;u N � .•« fn � N O O N 3m 0 -0--, 00 O z L m A n a o F y (ft.) ED CD a W W zg 0o y Ow CA) � w�..�.. = z m 1 = z Z mn m m O O m � c o `� X1 Z OD 0 = NO Z D Z 0 Cl) F-- 0 O ,Lft aowCC) Co 0000 >>» C: c c c C-)>r.g mO oXa c'n I LID c CD fD 3 o o i%j Ov_CD� � 07g* S O O W W W 0 c0 c ;u N � .•« fn � N O O N 3m 0 -0--, 00 O z L Ln N O N Un n o Elevation w to (ft.) ED CD isnplovlill 11100111 z MIMI 111111 11101 11Ilm111011,11111111111012111111110111011EM 11111 MENNOW M11,101111110111,11111-111111101111111111101110111 ,I Ln N O N Un n o O O � � O• n m z Ln N O N Un n o O O � � O• n it -i'a `\ ' III ' ' ' � /-•\�\ - oO9 I i,ll I'I \ , 1 - -__- , \ / oo�n I \ \ i � J• , 0 z yam oc;OZ I \ m o \ O CDM 0 L C y Z� �- <� v _ I � '. I \ / I t 1 - J0 o aom 0 K r p I Ln m 0mX m to Z Z co m p 0 N D m � r0 ''' -A N > D Z m Co - -i co Z \ \\- Z O p p \ ` Z C D - •• "-1... (n Z n X m I \ 1 n 0 F a W .. o W .. oZ v 3n aZ 0 n o D mn y = �Z ZZ_s ano o°ma 44b a)o Z O m� �0 0m n Z r'm r r X003 o p m NO Oz �D3D a�gm N 00 0 o o o CJO lmffr-,\ FL) m N o o o CJO lmffr-,\ FL) As a part of the biological stream attribute assessment, a habitat assessment data sheet has been completed to describe the potential habitat and physical conditions of the stream. A ' copy of the habitat assessment data sheet is in Appendix B. The habitat assessment measures characteristics associated with mature streams including bend angles, in -stream habitat features, substrate, bank stability measures, and vegetation parameters. The current ' year habitat assessment score for this stream is 87 out of a possible 100, a slight decrease from a score of 91 received in Year 4. This slight decrease in score can be attributed to excess sediment that continues to be transported through the Site from adjacent and ' upstream locations. Overall, the assessment gave high scores for instream habitat, bank stability, light penetration (i.e. good shading), and riparian vegetation width. Medium scores ' were attributed to substrate type and pool variety. The pre -construction stream received a habitat assessment score of 61 out of a possible 100. ' The reference stream received a habitat assessment score of 97 out of a possible 100. Completed stream habitat assessment forms describing the physical habitat characteristics present in the channel prior to construction and reference site sampling have been used for ' comparison with subsequent sampling dates. 2.2.3 Instream Flow ' An ISCO brand, continually monitoring stream gauge is located at the lower end of the stream culvert located in the roadway in the western portion of the Site. Data recorded for this monitoring year include water levels and velocity from January 2006 to October 2006. The yearly hydrograph is shown in Figure 5. The graph depicts water levels punctuated by numerous small and large rain events which occurred regularly through the monitoring ' period. Average daily discharge at the stream gauge location was calculated at 1.14 cubic feet per second (cfs) and average hourly base flow (discarding peak flow periods) was estimated to be approximately 0.4 cfs. At or slightly above bankfull stage, stream velocities ' approach 1.5 to 2.5 feet/second, and often exceed 3-5 feet/second (Appendix C). Data also show that stream stage exceeded the riffle maximum bankfull depth of 0.8 feet on several occasions during the fifth monitoring year, indicating several bankfull events. L2.3 EVALUATION OF SUCCESS CRITERIA ' Success criteria for stream restoration has been subdivided into three primary components: 1) successful classification of the reach as a functioning stream system, 2) channel stability indicative of a stable stream system, 3) sufficient hydrology to support a perennial stream, ' and 4) development of biological communities over time. 1. For classification purposes, the stream supports an entrenchment ratio greater than 2.2 and a width/depth ratio less than 12. The channel exhibits high sinuosity (>1.5) and an average riffle slope between 0.004 and 0.006 (rise/run). The riffle substrate was observed to be dominated by gravel; however, due to constant land ' disturbance at the adjacent landfill site and the subsequent influx of finer sediment into the restored stream channel, present year monitoring data indicate a reach - wide median particle size (d50) of silt/clay. Stream geometry and substrate ' measurements under current conditions suggest a stable E stream type, as proposed in the mitigation plan. 1 16 (puoOaS / 199J) AIPOIan 00 I` (4 U-) qkl- M N O gp-noN >, 90-100 v J> > g0-das gp-bny J L it 90-Inf t cu gp-ung O gp-Aew U) gp-ady ori 0 o N L N o 90-aen o a c 90-ga� r_ w co m cc 90-uer 0 LO N L LO O E ca N V-- O (199j) 19na-1 ' 2. The as -built meander geometry and channel dimension relationships compare favorably with the emulated, stable E stream type set forth in the mitigation plan (Table 1). Based on pattern, dimension, profile, and substrate measurements depicted in Table 1 and Figure 3, current monitoring has demonstrated the stream geometry of the constructed stream has been relatively stable the past several years. 3. The stream flow data demonstrates both the perennial nature of the stream and that numerous bankfull events occurred without significant changes to the channel geometry. Perennial streams are generally recognized as those that flow ' throughout a majority of the year (i.e. greater than 90 percent of the time) and flow in a well-defined channel. However, perennial streams can still `dry up', particularly during extended periods of drought, such as those that occurred in 2002 and 2004. The hydrograph (Figure 5) illustrates the generally uninterrupted flow that occurred throughout the current year. The data also indicates multiple overbank events, a criterion necessary for determining the stability of a channel. Stream channels should remain stable through these periods over banking events. This has been the case through the current monitoring period. 4. Insight into the trend toward macrobenthic biological diversification is problematic due to the relatively short study period and highly variable climatic conditions that have occurred in the past few years. Sedimentation in the restored stream channel could potentially have a negative affect on diversity. 1 18 11 3.0 WETLAND HYDROLOGY MONITORING 3.1 MONITORING PROGRAM Seven continuous recording (RDS brand), groundwater gauges were located in the eastern portion of the Site to provide representative coverage and flow gradients extending through the riverine floodplain. The monitoring gauges were installed in February 2002, a year following the completion of stream and wetland construction. Figure 6 depicts the approximate location of the monitoring gauges. Monitoring gauges were installed and downloaded in accordance with specifications in U.S. Army Corps of Engineers', Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA-3.1, August 1993). The monitoring gauges are set to a depth of approximately 48 inches below the soil surface. The data extending from January 1, 2006 to November 19, 2006 have been used in this Year 5 AMR to cover the 2006 growing season. The growing season in Anson County is defined as the period between March 15 and November 19, or 249 days. 3.2 MONITORING RESULTS The raw gauge data are depicted as hydrographs in Appendix C. A line intersection at 12 inches below the surface was used as the cut off for wetland hydrology, following the regulatory wetland criterion requiring saturation (free water) within one foot of the soil surface. Wetland hydrology criteria including maximum consecutive saturation days and percent of the growing season are summarized in Table 2. Five groundwater gauges were located within the wetland creation (W1, W2, W3, W4, and W5) and two gauges (W6, W7) were placed within an existing wetland area on the Pinch Gut floodplain adjacent to the slough to monitor hydrology in and around the restored slough. Success for wetland creation is based on the five gauges located within the creation area. In monitoring Year 5, groundwater within the wetland creation areas was at or above ground level through most of the growing season except for some midsummer drawdown periods. The maximum consecutive days of saturation ranged from 36 to 249 days (49 to 100 percent of the growing season) within the wetland creation area (groundwater gauges W1 -W5), ' exhibiting a wider range than in the previous monitoring year's data (121 to 191 consecutive days, or 49 to 77 percent of the growing season). This wider range is due to some longer drawdown periods (groundwater greater than 12 inches from the surface) during the 2006 1 growing season which shortened consecutive saturation days in some portions of the Site. ' 3.3 EVALUATION OF SUCCESS CRITERIA A hydrological success criterion for the wetland creation area requires saturation or inundation between 5 and 12.5 percent of the growing season during average climatic ' conditions. These areas are also expected to support hydrophytic vegetation. The groundwater data indicate that all gauge locations and corresponding physiographic areas achieved hydrological success criteria for 2006. Wetland creation areas exhibit wetland ' hydrology for at least 36 percent of the growing season. Figure 6 depicts wetland boundaries mapped using gauge data and corresponding hydrophytic vegetation signatures. Based on the mapping, approximately 1.7 acres of created wetlands reside within the 22.6 - acre site. 1 19 o° o? �° 1 m x z� c� r I� / c / , s / 1 , �A� W, WE 'A I , 1 Ln 11 v yam T Z Z n o n� , z C- .. .. Moomc =o Z� In DZ0 O'nm=~ O o z c z DCZ r �-D z rn N 00 Q o na�n� �� Om rmc ���W ? n �' 0 o ZZ rn z-< Z Zy Z= y ,� O n v Z m D- G) Z w CD m Ln to OD c7 C m mx 0 -'om 0' O K m r r Z J N D i �o c z 0 —1 NNND v m G 00 0 •, --1N m C C O coD �O z m co m z r O CO z 0 D O _ O z z m r Ln 11 v yam T Z Z n o n� , z C- .. .. Moomc =o Z� In DZ0 O'nm=~ O o z c z DCZ r �-D z rn N 00 Q o na�n� �� Om rmc ���W ? n �' 0 o ZZ rn z-< Z Zy Z= y ,� O n v Z m D- G) Z w CD I I I I I I I q I I I I I F1 ; m c 0 co .� co � �§2 @ � � R . � 222 � o ■ 0 L- E 0 Cl) c � RLL 0�2 � 2 @ EQ� K C �N� R @ � c @ c « 7 m / CD $ / E % 7 (n k k k / 2 2 2 2 2 a) E U, 2 2 2 2 2 / % / cu $ m E E E E E / E~ ■ \ / \ / cu @ @ m E 2 2 o c o G e o ° 2 \ m o g e 0 0 0 0 0 E tk E 3 U ° » ƒ 3 0 0 3 G / / / k / \ / \ = e - ( E 22 M k k \ \ 3: �\ 3 e a 7 » $ \ 7 ƒ / k / / 7 / ° E - / 0 0 N # 0 7 m / CD $ / E % 7 §LL U, / % / / $ E~ 2 O 2 o c o G e o # 2 \ m o g e m r = tk /� 3 ° » ƒ 3 ƒ \ 3 G / / / k CA = e - ( E 22 CL C'4 �\ % q $ 7 $ \ 7 ƒ / ° E > N # o & \ C5 ~` 7 00 ~ � / \ § E // t ® CD m e \ o e c 00 & 0 ca aq °� _ §§ /C CF)< ~ 0 m/ / / / \ \ 3 2 / / \ / $ f $.2 E c4A N § § _ ® 47 § E .E 04 \ / % / % $ ƒ / 2 \ \ } m a ■� -\ c = m \ \ \ / \ / / \ = 2 4.0 WETLAND VEGETATION MONITORING ' 4.1 MONITORING PROGRAM Quantitative vegetation sampling for the fifth Year monitoring was carried out in August 2006. Four permanent sampling plots were established in October 2002, during the first year of monitoring, including three 600 -foot transects within planted areas (plots 1, 2, and 3) and one 300 -foot transect within the non -planted area (plot 4). The vegetation plots were established in a manner which best represented the entire Site. The plot width along each transect ' extends 4 feet on each side of the tape, providing a 0.11 acre plot sample for the 600 -foot transects (600 feet x 8 feet) and a 0.055 acre plot sample for the 300 -foot transect (300 feet x 8 feet). The intermediate and end points of each plot were permanently established with a ' labeled, green metal fence post that was spray -painted bright orange. ' All woody species rooted within the plot boundaries were recorded. The four plots were separated into three categories based on community classifications presented by Schafale and Weakley (1990) and the planting status. The three categories include 1) Piedmont ' Alluvial Forest (plots 1 and 2: planted); 2) Piedmont Swamp Forest (plot 3: planted); and 3) Piedmont Swamp Forest (plot 4: not planted). The data was then used to obtain the total number and the relative percentage of each woody species per acre. The percentage of ' each species per acre in addition to the corresponding wetland status will be used to 10 evaluate the success criteria (see Section 5.3). Vegetation sampling from plots 1 and 2 will be used to determine planting success of riparian areas associated with stream restora '\ ' Wetland creation success criteria will be based on vegetation sampled in plots 3 and 4!� Figure 7 depicts the approximate location of each vegetation sample plot and the planting ( plan. Complete species inventories can be found in Appendix D. A photographic record of l ' vegetation plots are provided in Appendix E. 4.2 MONITORING RESULTS ' The vegetative communities within the Site include Piedmont Alluvial Forest, Piedmont Swamp Forest (forested and logged), and Dry-Mesic Oak -Hickory Forest. The majority of the acreage within the Site with the exception of the logged area has a well developed ' canopy and a shrub/tree layer (>1 inch DBH) composed of volunteer species that vary in abundance according to the landscape position and micro -topographical differences. A ' diversity of planted species (12 species) has survived within the planted portions of the Site. The Piedmont Alluvial Forest is dominated by mature loblolly pine (Pinus taeda), red maple ' (Acer rubrum), sweet -gum (Liquidambar styraciflua), winged elm (Ulmus alata), and Chinese privet (Ligustrum sinense). Other prominent understory and sapling species include silky dogwood (Cornus amomum), water oak (Quercus nigra), willow oak (Quercus phellos), and green ash (Fraxinus pennsylvanica). Herbaceous vegetation within this area is currently dominated by microstegium (Microstegium vimineum) and poison ivy (Toxicodendron radicans). 14 22 t t I t tom. It t t,�t t t t t t,� tt tt tt tt tt tt Ile- Ile- kt t t t t t 11- t t t i ..... . t t t t \\ \ \� \\ \• t t t t t t t \ '--' x O Ci I I i i ! \ I I l i \ I \ \ II m ml IcoI I O I Om • II I 1 I \\\� �\\ I/ I I I D� 11 // K_ I / \ \ I � m %x m D O _ m m vD � < � m -0 cT vu � F n mDDrn r- m � �. ' SII ; � \� � � � _ ' II -�• <O \ � m � I I \ m 1 , m o 0 0 O D o Z r � 4 z O N z X m N N M V) � D Q Q O Z m ••• O 00 m �_ fl1 O � N r C o Z < Z fn Z m << f 0 Z � o v C7 X C0 ,, t t I t tom. It t t,�t t t t t t,� tt tt tt tt tt tt Ile- Ile- kt t t t t t 11- t t t i ..... . t t t t \\ \ \� \\ \• t t t t t t t \ ■ O x I , ` i ! \ I I l i \ I \ \ II I I I Om m D� K_ I / \ \ I � m %x m D O _ m m vD � < � m -0 cT vu � F n mDDrn r- m Ndil0� <O Z m � O m Z Z m o ■ O x I , ` i ! \ I I l i \ I \ \ II ■ O x I I I xxDoa II I I I Om m D� K_ C Z Z � � m %x m D O _ m m vD � < � m -0 cT vu � F n mDDrn r- m O <O Z m � O m Z Z m o 0 0 O D o Z r � 4 z O N z X m N N M V) � D Q Q O Z m ••• O 00 m �_ fl1 O � N r C o Z < Z fn Z m << f 0 Z � o v C7 X C0 ,, O X" X Z m r T m m C m cn N X v m m C Z D X N =j < -r D m Z o Cf) Z O O W n OD I+ Co I+ O (Jr CO -4 Cb IT I+ IT I+ y IlLJ ■ O II II II I I I ■ II I I I Om m D K_ C Z � � < Zrr- m D O _ m m vD � < � m -0 > I �O -1 0 n n O O <O Z X Z Z m Z m o 0 0 Wo -' cn r � 4 z o z m M m Q Q O Z --I ••• N 0 -i co fl1 N O o .: g Z o v o r C N v C m 0 O» 7 n n n , o MM m m C .� z D Z n m n O l+J 0 .. m -c L O ul Z Cl) ap C C '-� O z �m�� =Z Zz naZ O�r> z c ti o ovzz o) �� G) ZOE T O '7 V m ° m y�ZZ oz �D rbc D0�m N CD• N N zpG) z� Zmmn ..tmm•� O o D - G) Z� Z=Zy CSD O 0't tl1 n -I N p W n O� N Ll The area of mature Piedmont Swamp Forest, which was not planted, is dominated by red maple, green ash, and Chinese privet. In addition, this area is composed of species including willow oak, ironwood (Carpinus caroliniana), winged elm, water oak, black willow (Salix nigra), and possum -haw (Viburnum nudum). Herbaceous vegetation is sparse within this area. A portion of the Piedmont Swamp Forest has been clear-cut and is vegetated by a combination of planted and volunteer species. The dominant species within this logged area include red maple, sweet -gum, Chinese privet, loblolly pine, green ash, cherrybark oak (Quercus pagoda), and blackberry (Rubus argutus). Additional species include willow oak, water oak, and ironwood. This area also contains numerous herbaceous species including cattail (Typha latifolia), false nettle (Boehmeria cylindrica), sedges (Carex spp.), rushes (Juncus spp.), flatsedges (Cyperus spp.), wool grass (Scirpus cyperinus), broad -leaf arrowhead (Sagittaria latifolia), and water -plantain (Alisma subcordatum). The planting plan was modified slightly to accommodate changes in as -built stream and wetland creation areas. A logged portion of the Site was included in a supplemental planting in March 2002. Of the 24 -acre Site, a total of 5.2 acres within the Piedmont Alluvial Forest and the Piedmont Swamp Forest was planted at 435 stems/acre. An additional 0.8 acres of stream -side assemblage area was planted at a density of 680 stems/acre. A total of 32 woody species, both planted and volunteer were surveyed. The top 8 species for the fifth year of monitoring include Chinese privet, red maple, winged elm, green ash, loblolly pine, sycamore (Platanus occidentalis), willow oak, and persimmon (Diospyros virginiana). During the fifth year of monitoring, establishment of planted seedlings on moist sites appeared to be good. Many species within the Site have increased their total number of stems per acre after an initial decline. The average total number of stems per acre has been relatively steady since the first year of project monitoring. Additionally, native species richness has increased in each of the four vegetative monitoring plots, including the appearance of black walnut (Juglans nigra), pawpaw (Asimina triloba), and yaupon holly (Ilex vomitoria). 4.3 EVALUATION OF SUCCESS CRITERIA Success in the restoration of wetland vegetation includes the establishment and maintenance of a species composition sufficient for a jurisdictional wetland determination. Additional success criteria include a minimum mean density of 260 characteristic tree species/acre surviving at least five years after the initial planting. At least five characteristic tree species must be present, and no species can comprise more than 20 percent (52 stems) of the 260 stem/acre total. Softwood species (excluding loblolly pine and black willow) cannot comprise more than 10 percent (26 stems) of the 260 stem/acre requirement. Tables 3-5 depict the number of trees/acre by species that can be applied to the 260 trees/acre criterion for each of the three categories, 1) Piedmont Alluvial Forest, planted; 2) Piedmont Swamp Forest, planted; and 3) Piedmont Swamp Forest, not planted. The number of characteristic wetland species identified totals 8, 10, and 5, respectively for the three categories, meeting or exceeding the five species diversity minimum stated in the monitoring plan. At 260 trees/acre, 402 trees/acre, and 263 trees/acre, respectively, plots 1 and 2 (Piedmont Alluvial Forest), plot 3 (Piedmont Swamp Forest, planted) and plot 4 (Piedmont Swamp Forest, not planted) all meet or exceed the required 260 trees/acre vegetation monitoring criterion after the fifth year of project monitoring. 24 w+ ''L V/ v LL C C � r+ N i O LL 1 Qco yr . C 1 "a a 'i 'L+ V 1 N V /V V / t4 p H r ccd tm (ice N m Q co .Fr d N L v = N N �L �•a 1 � i t ' U w+ ''L V/ v LL C C � � d •L L 0 Q 04 O O (f) N (n Z O O LO LO O O O N N3 ; U) p N N W W a F- c N 4) O O LO Cl) Z O O (D r - O O 1�0 N CL Q N � ONO (Q L 0 O y u Q C L a N c 3 y c o W o o Q o ua0� uCOi LO rn o W � N p � N Z N W Q v H O to L o 0 o Q o Pto a)-' G = N O O O Z O O C0 Lo O O I -o F- Q r O m `° L U 0 Q c> tip L O f6 2, o g a s O C Q. �a U) N O O (D Z O O (D O O M v 0 C o > y a) Q W Q IQ U) L d et O r' CD N N W r rCl) O O Cl) H Q N O Z Lr) N c N •L y M W r H3 N (D V) to ZLo O ((D ((0 L O (D N O ; U) m W v L Q h I W 0 G Q N O N Z 'a' ^ V O (o ( c m L •i y' W w Q U d d 7 O )` CL3 N O N O (D (D (D O (D 0 (D Z O O l� w p N W d Q (Uj F 3 ( N d C P N d NO 00 LO Q C\l 0) (0 M^ ZO wO NN E a s U a) cri j U0 m c m Z m ' rz co CO v c 2 m c a c v� t N Q �. i .c X j U U .0. m m m a o m a m E v Q Q m U U U U (- --1O co U a c T u `D a Y m E a; C Y O 0 N .0 L ` 3 L E O) O 0 fG L fa -o nl 0 O N o) O s1 m O a o z Y E 3 E Y -0 � E Y .0 F_ U '6 Y (D U N U O 0 > O N N N co E � .- 3 L fn m (n U ..0 Q ' 00 a) E •X � m O Q E N m a) O o � U C > 41 •U •U 2 CL (n (n >, U rn-o ._ c E .� O :3 4? U C ._ m N a5 E� � a) O co U) -EQQ) L O Q cu rn (n LO v (D Q-0 cLU E N co- o co E= o 0 0 w "- U E V O E T D U N O ll E N a) U n 4? C c 3 rn -C (D = C) .N - (D O N U(D C) foo o u C) ami u CN Z 0 N 0 (n U EN Q O N •T >a) U . m CL U) O U E a) ) (n (n E — o 'sem E(L)CL) O � L E Fu 7 +O i 'a) C O j O i cu E (n'< 3 Emcy) ' o moo_ 0 w as � O � Q) -0 En)E O Q_ N c U) m 0 CL L N U •0 y QQ to O ti O 0) 00 -LO U �� N 3d V O N W O O N N ti N N N co O N Q30 t0 ` � N LO N a) >, O ECL 0 0 N 0 0 LO M a W U) V 3w E o -2 L m Q r U) a3 L N L 4) C N V d 3 U r d' O f6 d U a)L- CO O O O O O O O O N (D (D I� N L � Ln o N O O O W O O N Z O O O M t�D cu a N O r Lu co V N M o ow E O U o m N jE�oa a.� V) U 0 0) Q O C-4 O co O O CL L w y L LA Q - N O O V) •U N 0Y N U 3 U r 3 O 00 Lo O LO It O 00 LO 00 Ln 00 00 r- MN O 4) Q fC U 'It N Ln LO LO N Cl) a`) ° 0 0 d• L V d L x�' > F- Q W fn R 3 v No O 'r Ln Q Q �r ao w 0 CL L N U •0 y QQ to O ti O 0) 00 -LO U �� N w L O U � -0N U. a F- - 1 N a) >, O ECL 0 3w E o -2 L m r U) a3 L N L 4) C N V d 3 U r d' O V d d Q tt �t I� N L � C d Q O j 0 C N O O O W O O N Z O O O N VO cu a N O r Lu co V o ow E U o m jE�oa a.� V) U 0 0) Q O C-4 O co O O n Cj Q - N O O V) •U N 0Y Cl) O N Z r C N N GoU)V) N Q '- i d E Q O a) N- N a`) ° 0 0 d L x�' > (j N N R 3 v No O 'r Ln Q Q �r ao w w o 3 �+ a0i Q p 7 L N O Z Z CO O r r M O y - I— v= t` Q W N U .- E a O L ate)°@E L E o c ai a Q Cl) L0 Q Q N co 00 o N O M� ^ � �.°' o.L) F- N N Ln Z Z Cl) 00 N V) d d CL U 12 a ai N 0) V) '� C d d a) a) o L2 N a 30 ; V i' N O Z O Z O Z z O U N E o) H Q W fn U c o U) : m o NN Q O N � U 75 x EON Z Z MOO M E N O O4) r -N L 0 � C N U o N Q .i 0C) E CU IZ C j i U •� a) a) U Q "7 y..I U f3 Z co j. C a' CO a 03 czm +�-. N U .. -o c cC U V= E m `o m c a m O a� - a3 .- o = c .� , .� ami C m` .Q c�i o Q. a m a' O = '0 O �0 j N O O� N V) Q U � i i coo i w x +� i N i Q) a> •x y +�+ v o o U Q 41 U U LL Zcu_� �0,,, j N N w E .T = U U O N Y N Y m O a O E E N O- (B ..Q O O a) .Q N ,!., O E` Q O O U �U o Z U E L� m a) U o 3 Z m Y Y E E a) .0 .2 N Vii U o _9 ?� 0 o :5 Q a) KA w � V. V 1 .di N f6 QLy�dLO m V N a L O LO Ln tN O� O O N ...'-0a) o O U N L 7 QWC a).E c o �Q = E y L d (D CO LT Cl)p p O 00 m V U (n iZ Q N O N 0 N L O E E O y U i O ) N c6 ��'a) co U v2 a) d a j 3 o N 00 00 00 co In In l0 t0 00 co O O M 00 .- -E Q O O 03 " =w U "J N 01 Q 4- ami T O sz 0 O cn U U (B >a) O E O aNi L L a) r oO (M M M � rl- O O O NC 'NO F- N tt Cl) a CU yd C)� ` N = L O d r 'a) N .t6 M L y (E _ a a) co "- N i a) N Q 3 is V (D M (D � (D M O W LO M N a) o ,m d a W� U N p T O a) co co a) Q. Q'Q N M 0 NNco 0 N M p 7"0 a) N 'N I- N a) •- UCD x L OCD fq o �,?, c ^C U) Y d.d (A .� Lf6 a) L i M > o O O .F - C O o N 7 V y Q ; L) L 0 N d' V' d' O co co co 'd' O CO O Q Z M w N N O U a) 03 LL ~ QW`�U E C o=Q-U O •_� U � � N ��, d L i p �F T M O O Q v a) c4 U .Ln a) i O =- U ~~ Q O N O 000 N M O O Z Z M M a m 7 CO RS C . — a) a) o c a) L ) tC V N E O N a) `� o `' 3 V a) N O rt d �t �t v �t N w U C O v d Q 30 V .r N CO (0 CO O CO CO O O U S E C6 (n Wino Q cu =t L a) O X U x E N o O m QC i d [I� T OQN 0 o N F;_ Ia)-QN N N N Cl) C E O Q CU N U N v E m (20� E cn co co co cli Zcn a'� a3 w O N - o .o O X vmcE�L.3' Z4 m� U a= U ��oc Q U C CIL -_j 0 0 EL o� � m �E� (n � O U O O •U E H Z; (n `n O O O a) -p E Y p C (n N j U) U cu�. (�6 O U a) o m __ c E cl E cnU •`cm to U O -0 Q ' 5.0 POTENTIAL PROBLEM AREAS ' As part of the fifth year of project monitoring, an assessment of potential problem areas was conducted within the Site. Four potential problem areas were identified, and the location of each is depicted on Figure 8. Fill material consisting of excavated soil has been periodically applied to the road crossing the restored stream in the western portion of the Site over the course of the five-year monitoring period (Problem Area 1, Figure 8). The addition of fill material has incrementally increased the elevation of the road where it crosses through the Site. The material has not been stabilized with erosion control seeding, adjacent silt fencing along the roadway shoulder, or with any other sedimentation and erosion control measures. As a result, fill material has eroded into the Site adjacent to the roadway and in some areas is entering the 12 stream channel. ESC recommends that the fill material added to the roadway be stabilized�i with erosion control seeding and/or silt fencing, or that gravel be substituted for the soil presently being applied as roadway fill. Despite remedial work undertaken in June 2004, there remain issues associated with Site repair work in which portions of the abandoned stream channel were plugged and backfilled with additional soil material (Problem Area 2, Figure 8). The backfilled areas were not filled high enough to prevent preferential flow from using the abandoned channel (i.e., during heavy rainfall events). This has caused the formation of minor gullies/rills within the abandoned channel that are presently eroding sediment into the restored stream. ESC recommends that additional backfill be added to portions of the abandoned channel that were initially not backfilled enough to prevent additional erosion. Partially as a result of erosion induced by incompletely backfilled abandoned channel areas, a shoot cutoff (i.e., the stream has cut through its right bank, abandoning a meander bend, thereby shortening its total length) has occurred within the restored stream channel (Problem Area 3, Figure 8). Approximately 40 linear feet of channel have been cut off from the restored stream as a result. This is not detrimental to the success of the project. ESC recommends that no action be taken on this matter. Considerable sediment from land disturbance activities upstream of the Site has washed eroded sediment into floodplain of the restored stream. The sediment likely comes from the sediment eroded off the roadway (Problem Area 1) and potentially from the sediment basin at the western (upstream) edge of the Site. The sediment has gradually migrated through the Site and has begun to deposit within the created wetland area (Problem Area 4, Figure 8). The extent of sediment deposition is not considerable at this point. However, ESC recommends that the fill material added to the roadway be stabilized (as discussed for Problem Area 1), that the sediment basin be routinely maintained/cleaned out, and that other sediment and erosion control measures within the Facility adjacent to the Site be explored to mitigate future sediment erosion into to the Site. 1 28 \ \I I II I I 1 / 11 p Z Z 1 , I , 1 / i / I / r r I � , 1 r ' I I II I1f I ` \ Vry A ` �.,, `�n�1 T `♦ ------ , 1 , I \ \ 1 F ' I i 00 W :* 20 Om p z c -I W ' zr m� oDZ rC: ,pj0 X —i 0 m � z z D m < orn I+ D O z N v —I v I+ v I+ � o z0 y z m I D D 0 v M M o � " m 1 W O C Z I I I ` \ Vry A ` �.,, `�n�1 T `♦ ------ , 1 , I \ \ 1 F ' m A o A �a n� D m V Cl)o" z O =Z Zs 0DZ Or��y z O C °O' ' o m O0 �o Orm -ZOE 0Ln Cf) mOD . o N o� ap�ma amm�Ln . 0 m D� Z� Z=Z� om 0 I i 00 W :* 20 Om p z c -I W ' zr m� oDZ rC: ,pj0 X —i 0 m � z z D m < orn I+ D O z N v —I v I+ v I+ � o z0 y z m N m A o A �a n� D m V Cl)o" z O =Z Zs 0DZ Or��y z O C °O' ' o m O0 �o Orm -ZOE 0Ln Cf) mOD . o N o� ap�ma amm�Ln . 0 m D� Z� Z=Z� om 0 I i O = M C Z N r X r -D W -- I z z m < orn I+ D ^ Y/ z c� —I Ln y�0 z0 y z m D D 0 v M M o � m W O C Z m A o A �a n� D m V Cl)o" z O =Z Zs 0DZ Or��y z O C °O' ' o m O0 �o Orm -ZOE 0Ln Cf) mOD . o N o� ap�ma amm�Ln . 0 m D� Z� Z=Z� om 0 1 1 0 F, 6.0 SUMMARY The Year 5 AMR (2006) data indicate that the Anson Waste Management Facility Stream and Wetland Mitigation Site achieved regulatory success criteria for stream geometry, wetland hydrology, and vegetation for the fifth year of monitoring. Functional attributes exhibited include long term surface water storage, energy dissipation, retention of nutrients and particulates, and establishment of characteristic stream and wetland plant and wildlife populations. The created wetland areas appear to support hydroperiods and successional patterns conducive to establishment of wetland forested habitat. The results also indicate that current Site conditions meet or exceed the mitigation requirements for both stream length and wetland acreage, as projected by the mitigation plan. The mitigation project initially required compensatory mitigation for impacts to 1085 linear feet of stream channel (stream area of 0.07 acre) and 0.49 acre of wetlands. The detailed mitigation plan outlined strategies designed to compensate for these stream and wetland impacts included stream reconstruction and restoration along approximately 2040 linear feet and 0.98 acre of net wetland creation. The current constructed channel geometry compares favorably with the emulated, stable E stream type established on reference (i.e., relatively undisturbed) stream reaches and as set forth in the mitigation plan. Current monitoring year pebble count data indicate that the median particle size (d50) of channel substrate falls within the silt/clay size class, which contrasts with the coarse sand demonstrated by the previous year's data. This is likely attributable to the continuing land disturbance activities at the adjacent Facility and the resulting influx of finer sediments into the restored stream channel, which in this monitoring year have overlain the characteristic gravely channel bottom in some reaches. The current monitoring has demonstrated that the pattern, dimension, and profile of approximately 2800 linear feet of Priority 1, E4 stream restoration have remained stable over the course of the fifth year. The groundwater gauge data for the created wetland area indicate that hydrology success criteria have been achieved. Currently, approximately 1.7 acres of succeeding forested wetland habitat occur on the Site. This represents more than 0.7 acre of net vegetated wetland restoration gain over the original amount of compensation set forth in the mitigation plan. Additionally, approximately 0.8 acre of open water backwater slough has been restored to historic hydrologic conditions and approximately 5.8 acres of wetlands have been enhanced/preserved within remaining portions of the Site. The current vegetation surveys reflect conditions typical of mid -successional forest development on disturbed floodplain and side slopes in the Piedmont. Early- to mid - successional forest tree species adapted to these conditions include black willow, sweet - gum, red maple, and green ash. Improving soil properties, increased shading, and more mesic conditions will favor mast producing elements such as oak and hickory to become established in sufficient quantity to develop into a characteristic floodplain bottomland hardwood assemblage. The variable hydrologic regime found across the Site will promote diverse wetland community patterns across the site and will consequently enhance 30 ' opportunities for wetland dependent wildlife. Vegetative data also indicate that hat the wetland creation areas support species typical of bottomland hardwood communities at densities Lgenerally sufficient to meet jurisdictional standards. 1 31 7.0 1 1 1 1 APPENDICES Appendix A: Monitoring Plan Appendix B: Biological Monitoring Data Appendix C: Groundwater Gauge Hydrographs Appendix D: Vegetation Plot Data Appendix E: Photographic Record of Vegetation Plots 32 APPENDIX A Monitoring Plan (Excerpt from the Mitigation Plan, August 2000) ' 2.0 MONITORING PLAN The Monitoring Plan consists of a comparison between reference and restoration areas along with evaluation of jurisdictional wetland criteria (DOA 1987). Wetland monitoring will entail analysis of hydrology and vegetation development. Stream monitoring will include ' assessment of channel stability and biological attributes. Monitoring of restoration efforts will be performed for 5 years or until success criteria are fulfilled. ' 2.1 Wetland Hvdrologv After hydrological modifications are performed, continuous monitored, surficial monitoring wells will be installed in accordance with specifications in U.S. Army Corps of Engineers' (USACE), Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA- 3.1, August 1993). Monitoring wells will be set to a depth of approximately 48 inches below the soil surface. All screened portions of the well will be buried in a sand screen, filter fabric, ' and a bentonite cap to prevent siltation. The recording device will be placed above the projected depth of inundation from overbank flooding (based upon elevations that do not exhibit evidence of recent wrack or silt lines). The wells will be stabilized by reinforcing steel ' bar (re -bar). Seven monitoring wells will be installed in restoration areas to provide representative coverage within each of the physiographic landscape units depicted in Figure 3. Hydrological sampling will be performed by the automatic sampling device on a daily basis throughout the year. Well data will be downloaded from the device on an average, 2 month interval. 2.2 Hydrology Success Criteria Hydrology success criteria comprises saturation (free water) within 1 foot of the soil surface for a minimum of 5% to 12.5% of the growing season, under normal climatic conditions. This hydroperiod translates to saturation for a minimum, 13 -day to 28 -day consecutive period during the growing season, extending from March 28 through November 3 (USDA, unpublished). ` 2.3 Wetland Vegetation Monitoring procedures for vegetation are designed in accordance with EPA guidelines ' presented in Mitigation Site Type (MiST) documentation (EPA 1990). The following presents a general discussion of the monitoring program. Vegetation will receive cursory, visual evaluation during periodic download of monitoring wells to ascertain the general conditions and degree of overtopping of planted elements by weeds. Subsequently, quantitative sampling of vegetation will be performed once annually during the fall for 5 years or until vegetation success criteria are achieved. Permanent, randomly placed plots will be established at representative locations in the wetland restoration areas. Each plot will consist of circular or transect plots, dependent upon site conditions encountered within each wetland restoration area. Circular plots will typically extend for a 37.2 -foot radius, encompassing a 0.1 acre land area. For transect plots, two i 300 -foot transects will extend from a central origin. The plot width along the transect will extend 4 -feet on each side of the tape, providing a 0.11 acre plot sample at the location. Four plots will be established to provide a 25 percent sample and a depiction of tree species available for expansion within wetland restoration areas of the Site. In each plot, tree species and number of stems will be recorded and seedling/sapling/tree height measured. Tree data from all plots will be combined into one database to calculate an average density, by species, represented in restoration areas of the Site. In each plot, presence/absence of shrub and herbaceous species will be recorded. A wetland data form (DOA 1987) will be completed to document the classification and description of vegetation, soil, and hydrology. 1 2.4 Vegetation Success Criteria Success criteria include the verification, per the wetland data form, that each plot supports a species composition sufficient for a jurisdictional determination. Additional success criteria are dependent upon density and growth of "Character Tree Species". Character Tree Species are identified through visual inventory of an approved reference (relatively undisturbed) wetland community used to orient the restoration project design. All canopy tree species identified in the reference wetland will be utilized to define "Character Tree Species" as termed in the success criteria. An average density of 320 stems per acre of Character Tree Species must be surviving in the first three monitoring years. Subsequently, 290 character tree species per acre must be surviving in year 4 and 260 character tree species per acre in year 5. Planted character tree species (oaks, cypress, and tupelo gum, etc.) must represent a minimum of 30 percent of the required stem per acre total (96 stems/acre). Each naturally recruited character species may represent up to 10 percent of the required stem per acre total. In essence, 7 naturally recruited character species may represent a maximum of 70 percent of the required stem/acre total. Additional stems of naturally recruited species above the 10 to 70 percent thresholds are discarded from the statistical analysis. The remaining 30 percent is reserved for planted character species (oaks, cypress, tupelo gum, etc.) as a seed source for species maintenance during mid -successional phases of forest development. If vegetation success criteria are not achieved based on average density calculations from ' combined plots over the entire restoration area, supplemental planting will be performed with tree species approved by regulatory agencies. Supplemental planting will be performed as needed until achievement of vegetation success criteria. No quantitative sampling requirements are proposed for herb and shrub assemblages. Development of a forest canopy over several decades and restoration of wetland hydrology will dictate success in migration and establishment of desired wetland understory and groundcover populations. ' 2.5 Stream Stabilitv A selected stream reach, extending for a minimum of 300 feet along the constructed channel, will be monitored for physical geometry and in -stream flow. Physical Geometry Annual fall monitoring will include development of a channel plan view, channel cross- sections on riffles and pools, and pebble counts. Data to be generated will include: 1) cross- sectional area; 2) bankfull width; 3) average depth; 4) maximum depth; 5) width/depth ratio; 6) meander wavelength; 7) belt width; 8) sinuosity; and 9) stream substrate composition. The stream will subsequently be classified according to stream geometry and substrate (Rosgen 1996). Significant changes in channel morphology will be tracked and reported by Icomparing data in each successive monitoring year. In -Stream Flow In -stream flows will be measured through placement of a continuous monitoring, stream flow gauge within the constructed channel cross-section or bankfull channel culvert. The gauge will be capable of recording stream stage (ft), velocity (ft/second), and discharge (cubic feet per second, CFS). The data will be reported as peak daily flows for channel velocity (ft/second), discharge (CFS), and stage in tabular and graphic format. As designed, the gauge will not record flow data associated with overbank flows that are distributed across the restored floodplain surface. 2.6 Stream Stability Success Criteria Success criteria for stream restoration will include: 1) successful classification of the reach as a stable stream type (Rosgen 1996) and 2) channel geometry changes indicative of a stable stream system. ti n will be compared on an annual basis to track changes The channel configuration es in channel o p g geometry, profile, and substrate. These measurements will be utilized to assist in determining the success in restoring stream channel stability. Specifically, the channel will be successfully classified as an E stream type including a bank/height ratio less than 1.1, an entrenchment ratio greater than 5, and a bankfull width/depth ratio less than 12. The field indicator of bankfull will be described in each monitoring year and indicated on representative channel cross-sections. The bankfull channel may also be predicted from stream gauge data and compared to bankfull indicators starting in the third year of monitoring. Modifications to the channel will be performed to increase or decrease the sediment transport capacity, reduce sediment loading from the upper watershed, or adjust other attributes as needed. If the stream channel is widening due to bank erosion, additional bank or slope stabilization methods will be employed. 2.7 Stream Biology The in -stream, biological monitoring program will follow procedures established in NCDWQ's, Interim Internal Technical Guide: Benthic Macro -invertebrate Monitoring Protocols for Compensatory Stream Restoration Projects (NCDWQ 2000). Benthic macro -invertebrate samples will be collected using the Qual-4 collection method. This procedure is preferred for 1" and 2nd order streams with catchments of less than 1 square mile in the Sand Hill region. All biological samples will be collected during the summer months (June -September). Monitoring locations will be permanently marked and will extend for approximately 300 linear feet along the designated reach. Collection and taxonomic analysis of benthic macro - invertebrates will be performed by a certified NCDWQ company/laboratory. Collected animals will be identified to the lowest taxonomic level possible. During each sample event described below, Stream Habitat Assessment Forms will be prepared that describe physical habitat characteristics that were present in the channel (NCDWQ 2000). Collection procedures and processed biological samples will be available for review by NCDWQ biologists, including annual reports summarizing the data in the fall of each year. The monitoring program includes: 1) a statement of biological objectives for stream restoration; 2) reference reach (target) sampling; 3) impacted stream reach (base -line) sampling; and 4) restoration reach sampling. Biological Objectives of Restoration The goals and objectives of stream restoration are to convert a linear dredged channel into a moderate to highly sinuous stream. The existing, dredged channel is entrenched with ' floodplain benches consisting of eroded banks along the incised channel. As a result, stream restoration is expected to provide the following biological benefits: 1) Increase the abundance of pool habitat; including deep water and bank overhang shelters. 2) Increase the abundance of riffle habitat (higher velocity flow over coarser substrate). 3) Provide connectivity to aquatic organisms between the restored floodplain habitat and in -stream habitat during more frequent overbank floods. 4) Increase the diversity of stream substrates by transitioning flows from riffles to pools within each meander wavelength. 5) Reducing bank erosion and substrate homogenization (fining of the stream substrate) relative to existing conditions. The stream bed is expected to change from a silt dominated substrate to a coarse sand dominated substrate ' over time. 6) Increase the abundance of coarse woody debris in the channel. 7) Increase potential for colonization and expansion of benthic macro - invertebrate feeding guilds for intolerant orders (Ephemeroptera, Plecoptera, Trichoptera [EPT]) such as mayfly (Alentrella sp., Baetis sp.), stonefly (Allocapnia sp., Isoperla sp.), and caddisfly (Cheumatopsycue sp., Hydropsyche sp.). Diagnostic species utilized to assess benefits to biological habitat will be discerned from reference reach sampling. Reference Reach (Target) Sampling A reference reach will be sampled to provide a characterization of taxa present within relatively undisturbed streams in the region that supports a similar drainage area (< 0.3 square mile). The reference sample will be collected within headwater reaches of Flat Creek, located on Fort Bragg, in Cumberland County. This reference reach and associated drainage area is unlikely to be impacted by development within the military base over the next several decades. In addition, this reference reach has been utilized to establish stream geometry for reconstruction. The monitoring location will be positioned along a transitional zone from intermittent to perennial stream, including a drainage area of less than 0.3 square mile. Along with Stream Habitat Assessment Forms, the results of the reference sample will be used to generate a taxa list of relative abundance, to assess diagnostic (target) taxa, and for future metric calculations and subsequent evaluation of findings. Impacted Stream Reach (Base -Line) Sampling Base -line (pre -project) sampling within the impacted stream reach will be performed prior to disturbance. A taxa list of relative abundance and Stream Habitat Assessment Form will be compared to reference reach data and restoration reach data to assess existing conditions and compile a list of taxa currently available for expansion into the reconstructed stream. Restoration Reach Sampling Restoration reach sampling will be performed annually for a minimum of 3 years, starting one full year after the impacted stream is disturbed and the restoration reach established. As described above, a taxa list of relative abundance and Stream Habitat Assessment Form generated for the restored reach will be compared to reference reach and impacted reach data in tabular format. The comparison will depict the taxa that are colonizing the ireconstructed channel relative to target and pre -project conditions. 2.8 Stream Biology Success Criteria Success criteria associated with biological monitoring will follow procedures established in NCDWQ's monitoring protocols (NCDWQ 2000). Success criteria may be modified based on ' future, quantitative protocols established by NCDWQ. In general, Stream Habitat Assessment Forms will be utilized to verify functional replacement of in -stream, aquatic habitat. Summary statistics will be used to verify the process of colonization by diagnostic taxa, including' a potential trajectory from base -line conditions towards target conditions over time. ' The baseline sample, collected within the stream reach to be impacted by landfill development, will establish the functional capacity of the existing stream and will denote base -line conditions for restoration efforts. The target sample, collected within the reference (relatively undisturbed) stream reach, will establish the best -case conditions and ultimate, long term goal for the restoration project. Success criteria will include evidence that the restored stream reach meets or exceeds the base -line biological condition. Summary statistics within the restored reach will be used to verify that species diversity meets or exceeds diversity within the impacted stream. In addition, colonization patterns and development of aquatic habitat over time will exhibit a trajectory towards reference reach conditions in each successive monitoring year. 2.9 Report Submittal An Annual Wetland Monitoring Report (AWMR) will be submitted to USACE and NCDWQ at the end of each monitoring year. The AWMR will depict the sample plot locations and include photographs which illustrate site conditions. Data compilations and analyses will be presented as described in Sections 2.1 through 2.8 including graphic and tabular format, where practicable. Success criteria will be interpreted based on quantitative data described above. In the event that success criteria are not achieved, methods for contingency or remediation will be recommended. I1 1 u 1 11 1 APPENDIX B Biological Monitoring Data 1 11 i 1 1 1 1 Ephemeroptera Ameletidae Ameletus lineatus 1 Baetidae Centroptilum sp. Procloeon sp. t Caenidae Caenis sp. Ephemerellidae Eurylophella sp. ' Heptageniidae Stenacron interpunctatum Stenonema sp. ' Leptophlebiidae Habrophlebiodes sp. Paraleptophlebia sp. Plecoptera ' Perlidae Eccoptura xanthenes Periodidae ' Isoperla sp. Trichoptera Hydropsydhidae Cheumatopsyche sp. Diplectrona modesty Lepidostomatidae Lepidostoma sp. ' Limnephilidae Ironoquia sp. Pycnopsyche sp. Molannidae ' Molanna sp Philopotamidae Chimarra aterrima Polycentropodidae Phylocentropus sp. Uenoidae Neophylax ornatus I Neophylax sp. Anson County Reference and Site Benthic Sampling Results (EPT taxa only) Monitoring Years 2001-2006. Baseline Reference Reference Reference 2001 2005 2006 4 10 2 1 3 1 31 2 4 3 E 10 1 Total 78 1 1 1 19 2 1 1 1 1 22 4 1 1 11 41 2 1 1 6 its: Pre - Project 2001 2002 2003 2004 2005 2006 0) 1 0 0 0 3 0 0 ---- -- ... 00 lv� IM)// /4 c" X J, A REFERENCE STREAM W j _Zawr. 9 61 rill —.0 All -v 577, S!V 41F. 4, 12, 'A 60 % V '19W 0 WK V11 k 0 f 2500 ft. 0 2500 ft. Source: USGS 7.5 Minute Quadrangle (Russelville, N.C.) % EcoScience Corporation Raleigh, North Carolina VICINITY MAP ANSON COUNTY WMF REFERENCE SITE Anson County, North Carolina Dwn. by: JWG FIGURE Ckd by: JWGI Date: DEC 2006 Project: 06-284 1 3/06 Revision 6 Habitat Assessment Field Data Sheet Mountain/ Piedmont Streams Biological Assessment Unit, DWQ TOTAL SCORE Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream, preferably in an upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form, select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics. Stream k `'xw,, c1' f C11 f01)vx v� Location/road: eoaa _(Road Name )County Date -]- �Q - p� � 030t�b104 _BasinY��� _ Subbasin Observer(sdo-G— Type of Study: ❑ Fish _013enthos ❑ Basinwide ❑Special Study (Describe) e LatitudeAgIV A/ LongitudeX6.149q oEcoregion: ❑ MT ❑ P ❑ Slate Belt IX Triassic Basin Water Quality: Temperature°C DO_315 mg/1 Conductivity (corr.) 0, ZZy µS/cm pH Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what you estimate driving thru the watershed in watershed land use. Visible Land Use: � 6 %Forest %Residential%Active Pasture ° %Fallow Fields % Commercial —% Industrial /o nd° Active Crops ustrial /oOther - Describe:.Ck(- : U d1- Watershed land use : NOPrest❑Agriculture ❑Urban ❑ Animal operations upstream Width: (meters) Stream / - /, S Channel (at top of bank)2 -Z, j Stream Depth: (m) AvgQ-2Max 0. 5- 11 Width variable ❑ Large river >25m wide Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m) / Bank Angle: q— ° or ❑ NA (Vertical is 90°, horizontal is 0°. Angles > 901 indicate slope is towards mid -channel, < 90' indicate slope is away from channel. NA if bank is too low for bank angle to matter.) ❑ Channelized Ditch ❑Deeply incised -steep, straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment Od Recent overbank deposits PBar development ❑Buried structures ❑Exposed bedrock ❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell Manmade Stabilization: ON ❑Y: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee Flow conditions: ❑High ❑Normal '91Low Turbidity: Clear ❑ Slightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes) Good potential for Wetlands Restoration Project?? ❑ YES P1NO Details___yLa, Channel Flow Status Useful especially under abnormal or low flow conditions. A. Water reaches base of both lower banks, minimal channel substrate exposed ............................ ❑ B. Water fills >75% of available channel, or <25% of channel substrate is exposed ........................ C. Water fills 25-75% of available channel, many logs/snags exposed ............................................. ❑ D. Root mats out of water .............................................. ❑ ..................................................................... E. Very little water in channel, mostly present as standing pools..................................................... ❑ Weather Conditions: �1A�ciy�u �6 Photos: MN ❑Y ❑ Digital 035mm Remarks: 39 I. Channel Modification Score A. channel natural, frequent bends....................................................................................:................... �5 B. channel natural, infrequent bends (channelization could be old) ...................................................... 4 C. some channelization present.............................................................................................................. 3 D. more extensive channelization, >40% of stream disrupted............................................................... 2 E. no bends, completely channelized or rip rapped or gabioned, etc ..................................................... 0 ❑ Evidence of dredging ❑Evide ce of desna ing—�}o large woody debris in stream ❑Banks of uniform shape/height Remarks a y.K�k pest b 11 ct /o c�.� S �i 1� d to wJ �gon,�s Subtotal S II. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If >70% of the reach is rocks, 1 type is present, circle the score of 17. Definition: leafpacks consist of older leaves that are packed together and have begun to decay (not piles of leaves in pool areas). Mark as Rare, Common, or Abundant. /Rocks ✓/Macrophytes V/Sticks and leafpacks Snags and logs Undercut banks or root mats AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks. >70% 40-70% 20-40% <20% 15 Score Score Score Score 4 or 5 types present.................16 3 B. substrate gravel and cobble 12 8 3 types present ......................... 9 15 11 7 2 types present ......................... 18 14 10 6 1 type present ........................... 17 13 9 5 No types present ....................... 0 2. substrate nearly all sand........................................................................................................ 3 3. substrate nearly all detritus.................................................................................................... ❑ No woody vegetation in riparian zone Remarks 4. substrate nearly all silt/ clay................................................................................................... 1 l Remarks Subtotal Z b III. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks. A. substrate with good mix of gravel, cobble and boulders Score 1. embeddedness <20% (very little sand, usually only behind large boulders) ......................... 15 2. embeddedness 20-40% ............................. ............................................................. I................ 12 3. embeddedness 40-80%.......................................................................................................... 8 4. embeddedness>80%............................................................................................................. 3 B. substrate gravel and cobble 1. embeddedness<20%............................................................................................................ 14. 2. embeddedness 20-40%......................................................................................................... 3. embeddedness 40-80%........................................................................................................ 6 4. embeddedness>80%............................................................................................................ 2 C. substrate mostly gravel 1. embeddedness<50%............................................................................................................ 8 2. embeddedness>50%.* ........................................................................................................... 4 D. substrate homogeneous 1. substrate nearly all bedrock................................................................................................... 3 2. substrate nearly all sand........................................................................................................ 3 3. substrate nearly all detritus.................................................................................................... 2 4. substrate nearly all silt/ clay................................................................................................... 1 l Remarks Subtotal IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions; in large high gradient streams, or side eddies. A. Pools present Score 1. Pools Frequent (>30% of 200m area surveyed) a. variety of pool sizes............................................................................................................... 10 b. pools about the same size (indicates pools filling in)............................................................ 2. Pools Infrequent (<30% of the 200m area surveyed) a. variety of pool sizes............................................................................................................... 6 b. pools about the same size...................................................................................................... 4 B. Pools absent............................................................................................................................................ 0 Subtotal 10 ❑ Pool bottom boulder-cobble=hard ❑ Bottom sandy -sink as you walk ❑ Silt bottom ❑ Some pools over wader depth Remarks/10 Page Total 1 .N 11 V. Riffle Habitats Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent ore Score A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 1 12 B. riffle as wide as stream but riffle length is not 2X stream width .................................... 4 7 C. riffle not as wide as stream and riffle length is not 2X stream width ............................. 10 3 D. riffles ab nt................................................................................................................... 0 j Channel Slope: JKTypical for area ❑Steep=fast flow ❑Low=like a coastal stream Subtotal 1 VI. Bank Stability and Vegetation FACE UPSTREAM Left Bank Rt. Bank A. Banks stable Score Score 1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion.. 7 7 B. Erosion areas present 1. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 2. few trees or small trees and shrubs; vegetation appears generally healthy ........................... 5 3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3 4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2 5. little or no bank vegetation, mass erosion and bank failure evident ........................................... 0 0 �am�rlre Total ( Z I VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric. ' A. Stream with good canopy with some breaks for light penetration10 ore ............................................. B. Stream with full canopy - breaks for light penetration absent ..................................................... C. Stream with partial canopy - sunlight and shading are essentially equal .................................... 7 D. Stream with minimal canopy - full sun in all but a few areas ....................................................... 2 ' E. No canopy and no shading........................................................ Remarks Subtotal l VIII. Riparian Vegetative Zone Width ' Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain). Definition: A break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as paths down to stream, storm drains, uprooted trees, otter slides, etc. FACE UPSTREAM Dominant vegetation: krTrees ❑ Shrubs ❑ Grasses ❑ Weeds/old field ❑Exotics (kudzu, etc) Lft. Bank Rt. Bank Score Score A. Riparian zone intact (no breaks) 1. width > 18 meters..................................................................................... //�� �.� ' 2. width 12-18 meters lJ L'/ ................................................................................... 3. width 6-12 meters 4 4 ..................................................................................... 4. width < 6 meters...................................................................................... B. Riparian zone not intact (breaks) 3 3 2 2 1. breaks rare a. width > 18 meters......................................................................... 4 4 b. width 12-18 meters....................................................................... 3 3 c. width 6-12 meters....................................................................... 2 2 d. width < 6 meters......................................................................... 1 1 2. breaks common ' a. width > 18 meters......................................................................... b. width 12-18 meters 3 3 ...................................................................... 2 2 c. width 6-12 meters....................................................................... 1 1 d. width < 6 meters......................................................................... 0 0 ' Remarks Total to tt�� Page Total _t ❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream. TOTAL SCORE__C{� 41 Supplement for Habitat Assessment Field Data Sheet Diagram to determine bank angle: a L016A� 0A 90° 45° Typical Stream Cross-section Site Sketch: Other comments: 42 This side is 450 bank angle. 0ti 0 N a 00 O h O O CO 00 T number of particles N N U r' CO E N O CO c O V N O 00 CO V N O O N 0 IT CO (0 N O O O 7 7 p U 00 O N N O V' O 000 O U ((f B B I I B � I B B I B B I B 1 V of O N O O O— N r1' (fl M— 0 N N O V' O M OCD NN_ d' (b ' 0 N N (D 04 N O r N M d' (D M N M r O O N V N COO O O i U) O O O r N Q (D o as c C C C C>>>>>>>>>-0-0 O 7 N N N N N ;a p M c 0 0 0 0 0 (9 .r 0 .0 Q C) 0 0 0 N O N(D co O � C C E T 2 (U 0) N N N N N 000���e0E U U U U S .0 -0 Q Q -0N to M O (3(om .� 0) E T� H C U > E V -0 N N N > E N Z E, N mea U N _ 0 (n O U 0 -U � O - O lPIN II`t'ld! PII C _^.OB:BI4MNIIIII999e E N7 0) O (0 00 O U_ .O C1 U C C (n (0 0 w N E ) (n Y � to y C B I !ddMIIlNlllll PP p � U I IL a) o CO CC)? N O N y a) M N O I- N U E O O O V' O C ( 0 0 0 o 0 0 w =3inI _0 _ O 0) 'a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 m O M M O (D ((O Oq O N O O uey; jauil;uawed 0ti 0 N O 00 O h O O CO 00 T O N N U r' E N O C c `-' N (D 0 N O (V O(D N 0 IT CO (0 N O O O 7 7 p CO 00 O N N O V' O 000 (NO U ((f B B I I B B I 1 r I I B I B I B B I B B I B 1 V of O N O O O— N r1' (fl M— 0 N N O V' O M OCD NN_ d' (b ' 0 N N (D 04 N O r N M d' (D M N M r O O N V N COO O O i U) O O O r N Q av N o as c C C C C>>>>>>>>>-0-0 N N N N N ;a p M 0 a a 0 v a .r 0 .0 rnrnrna`)rnmrnrnm0 0 0 0 00 0 0 00 0 a° 0� y C C E T 2 (U 0) N N N N N 000���e0E U U U U S .0 -0 Q Q -0N to M (3(om .� 0) E 0) 2) T� > E V > N N > E N Z E, 1 1 w r 1� 1 1 3/06 Revision 6 Habitat Assessment Field Data Sheet Mountain/ Piedmont Streams Biological Assessment Unit, DWQ OTAL SCORE preferred of stream, preferably in an Directions for use: The observer is to survey a minimum of 100 meters with 200 meters upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form, select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics. //�� �tp Stream Mko�irtt� Wk% �S Co. Location/road:-�,L'1�-<< (Road Na eS WGA" l }County Date ZU - OG CC# _Basin Subbasin Observer(s)�C T Type of Study: ❑ Fish ;(Benthos ❑ Basinwide ❑Special Study (Describe) Latitude 35, 010 101J Longitude 90, IS TO Ecoregion: ❑ MT ❑ P ❑ Slate Belt $ Triassic Basin Water Quality: Temperature i °C DO mg/l Conductivity (corr.) _ µS/cm pH Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what you estimate driving thru the watershed in watershed land use. Visible Land Use: SO %Forest %Residential %Active Pasture % Active Crops %Fallow Fields % Commercial %Industrial !9Z)_%Other - Describe:_ —CI- Watershed land use : ❑Forest ❑Agriculture []Urban ❑ Animal operations upstream /CLIJ 4" of Width: meters Stream 2. S - �k ( ) 3 Channel (at top of bank) Stream Depth: (�n) Avg 9 Max ❑ Width variable ❑ Large river >25m wide 94 - Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (ry1) Bank Angle: � ° or ❑ NA (Vertical is 900, horizontal is 0°. Angles > 900 indicate slope is towards mid-cliannel, < 90° indicate slope is away from channel. NA if bank is too low for bank angle to matter.) ❑ Channelized Ditch ❑Deeply incised -steep, straight banks ❑Both banks undercut at bend WChannel filled in with sediment ❑ Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock ❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell Manmade Stabilization: ON ❑Y: ❑R—iippJ rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee Flow conditions: ❑High ❑Normal �I,ow Turbidity: ❑Clear ❑ Slightly Turbid QKuurbid ❑Tannic ❑Milky ❑Colored (from dyes) Good potential for Wetlands Restoration Project?? ❑ YES ❑NO Details �- is Channel Flow Status Useful especially under abnormal or low flow conditions. A. Water reaches base of both lower banks, minimal channel substrate exposed ............................ ❑ B. Water fills >75% of available channel, or <25% of channel substrate is exposed ........................ (I? C. Water fills 25-75% of available channel, many logs/snags exposed ............................................. ❑ D. Root mats out of water................................................................................................................... ❑ E. Very little water in channel, mostly present as standing pools ..................................................... ❑ ................... Weather Conditions: JG. 70Photos: WN ❑Y ❑ Digital 035mm Remarks: 39 I. Channel Modification Score A: channel natural, frequent bends........................................................................................................ B. channel natural, infrequent bends (channelization could be old) ...................................................... 4 C. some channelization present.............................................................................................................. 3 D. more extensive channelization, >40% of stream disrupted............................................................... 2 E. no bends, completely channelized or rip rapped or gabioned, etc ..................................................... 0 ❑ Evidence of dredgin❑Evidences of desnagging=no large woody debris in stream ❑Banks of uniform shape/height Remarks �AA)ts(( �r(I Subtotal II. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If >70% of the reach is rocks, 1 type is present, circle the score of 17. Definition: leafpacks consist of older leaves that are packed together and have begun to decay (not piles of leaves in pool areas). Mark as Rare, Common, or Abundant. /Rocks +/Macrophytes -v/Sticks and leafpacks Snags and logs Undercut banks or root mats AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER Score >70% 40-70% 20-40% <20% 3. embeddedness 40-80%.......................................................................................................... Score Score Score Score 4 or 5 types present ................. G 16 12 8 3 types present ......................... 19 15 11 7 2 types present ......................... 18 14 10 6 1 type present ........................... 17 13 9 5 No types present ....................... 0 2 4. substrate nearly all silt/ clay..........tT.................................................................I................ remarks- emarks S_ (tetrt`Tj X, o Sa. $E 4 1 Subtotal ❑ No woody vegetation in riparian zone Remarks Subtotallo III. Bottom Substrate (P, sa40 deous, gr&l, cobble, boulder) Look at entire reach for substrate scoring, but only look at riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks. A. substrate with good mix of gravel, cobble and boulders Score 1. embeddedness <20% (very little sand, usually only behind large boulders) ......................... 15 2. embeddedness 20-40%.......................................................................................................... 12 3. embeddedness 40-80%.......................................................................................................... 8 4. embeddedness>80%............................................................................................................. 3 B. substrate gravel and cobble 1. embeddedness<20%............................................................................................................ 14 2. embeddedness 20-40%......................................................................................................... 11 3. embeddedness 40-80%.................................................................... .................................... 6 4. embeddedness>80%............................................................................................................ 2 C. substrate mostly gravel 1. embeddedness<50%............................................................................................................ 8 2. embeddedness>50%............................................................................................................ �4 D. substrate homogeneous I . substrate nearly all bedrock................................................................................................... 3 2. substrate nearly all sand........................................................................................................ 3 3. substrate nearly all detritus.................................................................................................... 2 4. substrate nearly all silt/ clay..........tT.................................................................I................ remarks- emarks S_ (tetrt`Tj X, o Sa. $E 4 1 Subtotal IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in large high gradient streams, or side eddies. A. Pools present Score 1. Pools Frequent (>30% of 200m area surveyed) a. variety of pool sizes............................................................................................................... 10 b. pools about the same size (indicates pools filling in)............................................................ 2. Pools Infrequent (<30% of the 200m area surveyed) a. variety of pool sizes............................................................................................................... 6 b. pools about the same size...................................................................................................... 4 B. Pools absent........................................................................................................ 0 ................................... Subtotal b ❑ Pool bottom boulder-cobble=hard ❑ Bottom sandy -sink as you walk 1 Silt bottom ❑ Some pools over wader depth Page Total 27 .E V. Riffle Habitats ' Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent Score Score A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 12 B. riffle as wide as stream but riffle length is not 2X stream width .................................... 4 7 ' C. riffle not as wide as stream and riffle length is not 2X stream width ............................. 10 3 D. riffles ab ent................................................................................................................... 0 Channel Slope: Typical for area ❑Steep=fast flow ❑Low=like a coastal stream Subtotal VI. Bank Stability and Vegetation FACE UPSTREAM Left Bank Rt. Bank A. Banks stable Score Score 1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion. B. Erosion areas present 1. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6 6 2. few trees or small trees and shrubs; vegetation appears generally healthy ........................... 5 5 3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3 4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2 5. little or no bank vegetation, mass erosion and bank failure evident ........................................... 0 0 Remarks Total VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric. A. Stream with good canopy with some breaks for light penetration ............................................. S ore B. Stream with full canopy - breaks for light penetration absent ..................................................... r C. Stream with partial canopy - sunlight and shading are essentially equal .................................... 7 D. Stream with minimal canopy - full sun in all but a few areas ....................................................... 2 E. No canopy and no shading ................................................ Remarks Subtotaled 7� 1 �J t J VIII. Riparian Vegetative Zone Width Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain). Definition: A break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as paths down to stream, storm drains, uprooted trees, otter slides, etc. �� FACE UPSTREAM Lft. Bank Rt. Bank Dominant vegetation: M Trees PKShrubs ❑ Grasses ❑ Weeds/old field ❑Exotics (kudzu, etc) Score Score A. Riparian zone intact (no breaks) 1. width > 18 meters..................................................................................... m f 2. width 12-18 meters................................................................................... 4 4 3. width 6-12 meters..................................................................................... 3 3 4. width < 6 meters...................................................................................... 2 2 B. Riparian zone not intact (breaks) 1. breaks rare a. width > 18 meters......................................................................... 4 4 b. width 12-18 meters....................................................................... 3 3 c. width 6-12 meters....................................................................... 2 2 d. width < 6 meters......................................................................... 1 1 2. breaks common a. width > 18 meters......................................................................... 3 3 b. width 12-18 meters...................................................................... 2 2 c. width 6-12 meters....................................................................... 1 1 d. width < 6 meters......................................................................... 0 0 Remarks y„t.. Total l Page Total C) ❑ Disclaimer -form filled out, but score doesn't snatch subjective opinion -atypical stream. TOTAL SCORE $ 41 Supplement for Habitat Assessment Field Data Sheet Diagram to determine bank angle: L&� i 1 \♦ 90° 45° Site Sketch: Other comments: Typical Stream Cross-section Extreme High Water Normal High Water Stream Width 42 Lower Bank Upper Bank This side is 45° bank angle. N Y U o CD -- C a --- - - -- --- _ 2 _ ____ ____ _ ____ ____ a) m _ _.___ ____ _ ____ ____ O' � 7 o O O O C ------ ---- ----- --- ---- a 0 v ------ --- - -, - - - m o > o N CD U - - - - E' c - - - -- ao C7 _ _ _ * n N N U C p _ ____ _ ____ ____ 40 N O U') CD _ _ _ -__ -_ N a - - - - -- ♦-- in C9E - -- -- --- — 00 0 0 s c a m w m a-_ --_- -- _- o fn o M a Q- ° - - -- -- - - - -- -- -- - L D 0 a� H _ _ ___ _ ____ U N Q _ _ _ _ _ - _ _ - CL tt7Q Z N Q O (A 0 0 0 0 0 0 0 0 o 0 0 O O m CD O .00 M m OCD M It M N Li ueyl aauid }ua'oiad o OLO N co 0o M U _ N Or N V Oo7 M ClJ M LOT 00 C) 10 cJNaOIn(ON O C O E p 0 0 N (OO �-- Nm L O N O U O a) U (0 N o N O N •-- N 'd' (O o0loic"INILO N aOD CNO N O O @ IL N 0 0 V CSO O N M N (6 C C C C C>>>>>>>>> N N N N a a N N N a) a) 'O "d -o U N T f0 N N t6 N Vl (q to m m f0 f`6 N.. N N a a a a s a O w _N U to fn N N N N O O O O O O O O O 0'0'0 U U U 3 7 7 0 0 0 0 0 0 O (0 _�- 4 „ 'O M Co a) E E a) cn a) () a) 'µ- C 0 0 N y _ w..6.5 —_ N N (6 a1 a a-0 a a co f6 a O 0 U U E r- >. O O Om ca O _7 y 'a m N 01 a1 .7 f9 f6 > ?, O E E U U U U a) E N m� a) > i i a) E > a> > IOU EGF—P I * ,, , _0 (D M, 0 Z c 0 cu E 0 ,@I Tl - 0 0 1 C13 m L Qi co U L L C cn (0 O E (0 N L lf7 O O L r 1 1 1 1 1 1 1 1 1 1 1 1 1 BENTHIC MACROINVERTEBRATES COLLECTED FROM ANSON COUNTY, WMF, NC, 9/20/06. SPECIES T.V.F.F.G. REFERENCE UPSTREAM DOWNSTREAM MOLLUSCA Veneroida Sphaeriidae *8 FC Pisidium sp. 6.5 FC 4 ANNELIDA Oligochaeta *10 CG Tubificida Lumbricidae CG 3 Nais sp. 8.9 CG 1 Tubificidae w.h.c. 7.1 CG 1 Tubificidae w.o.h.c. 7.1 CG 3 2 Lumbriculida Lumbriculidae 7 CG 1 Branch iobdellida 7 7 ARTHROPODA Arachnoidea Acariformes 5.5 2 Crustacea Amphipoda CG Crangonyctidae Crangonyx sp. 7.9 CG 1 1 Decapoda Cambaridae 7.5 2 3 Cambarus sp. 7.6 CG 1 1 Insecta Collembola 1 5 1 Ephemeroptera Baetidae CG Centroptilum sp. 6.6 CG 1 Procloeon sp. 5 1 Caenidae CG Caenis sp. 7.4 CG 1 Leptophlebiidae *2 CG 1 Habrophlebiodes sp. 1 22 Odonata Aeshnidae p Boyeria vinosa 5.9 P 1 Cord u legastridae p Cordulegaster sp. 5.7 P 3 Gomphidae p Stylogomphus albistylus 4.7 P 1 Libellulidae p Pantala f/avescens 1 Hemiptera Gerridae p Trepobates sp. p 3 Veliidae p 2 Microvelia sp. p 1 Megaloptera Corydalidae p Pennington and Associates, Inc. Page 1 of 3 ansoncowmfcl.xls 3/15/2007 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BENTHIC MACRO INVERTEBRATES COLLECTED FROM ANSON COUNTY, WMF, NC, 9/20/06. SPECIES T.V. F.F.G. REFERENCE UPSTREAM DOWNSTRFAM Nigronia serricornis 5 P 10 Sialidae p Sialis sp. 7.2 P 1 Trichoptera Hydropsychidae FC Diplectrona modesta 2.2 FC 1 Lepidostomatidae SH Lepidostoma sp. 0.9 FC 1 Molannidae _ Molanna sp. *6 Sc 2 Philopotamidae FC Chimarra aterrima 2.8 FC 1 Polycentropodidae FC Phylocentropus sp. 6.2 FC 1 Uenoidae Neophylax ornatus 1.5 6 Coleoptera Curculionidae 1 Dryopidae Helichus sp. 4.6 SC 5 Dytiscidae *5 P 3 Hydaticus sp. p 1 Hydroporus sp. 8.6 PI 7 Elmidae CG Stenelmis sp. 5.1 Sc 1 Psephenidae Sc Psephenus herricki 2.4 SC 6 Scirtidae Sc 1 Diptera Ceratopogonidae *5 P 1 Chironomidae Ablabesmyia rhamphe gp. 7.2 P 1 Chironomus sp. 9.6 CG 2 1 Conchapelopia sp. 8.4 P 50 16 Cryptochironomus sp. 6.4 P 2 Goeldichironomus sp. 21 3 Microtendipes pedellus gp. 5.5 CG 3 Paralauterborniella nigrohalteralis 4.8 CG 1 Parachironomus sp. 9.4 CG 2 Parametriocnemus sp. 3.7 CG 2 Paratendipes sp. 5.1 CG 2 Phaenopsectra punctipes gp. 2 Polypedilum lllinoense 9 SH 26 11 Zavrelimyia sp. 9.1 P 3 Culicidae FC Anopheles sp. 8.6 FC 1 Dixidae CG Dixella sp. CG 22 Muscidae 1 Tabanidae pl Pennington and Associates, Inc. Page 2 of 3 ansoncowmfcl.xls 3/15/2007 BENTHIC MACROINVERTEBRATES COLLECTED FROM ANSON COUNTY, WMF, NC, 9/20/06. SPECIES T.V. F.F.G. REFERENCE UPSTREAM DOWNSTREAM Chrysops sp. 6.7 PI 1 Tipulidae SH 4 Limnophila sp. P 1 Pseudolimnophila sp. 7.2 P 3 2 TOTAL NO. OF ORGANISMS 133 131 TOTAL NO. OF TAXA 40 53 EPT index 11 20 13 EPT abundance 38 0 0 BIOTIC INDEX Assigned values 4,85 0 0 8.11 8.29 Pennington and Associates, Inc. Page 3 of 3 ansoncowmfcl.xls 3/15/2007 i i APPENDIX C Groundwater Gauge Hydrographs 1 1 1 % jagwanC 9L I!ad% LZ 40J 5L qae i 0 > N uoseas BUIMOJO;o pu3 CN 0 Z _ (D a 40 J LO LL cm Q O V a, ,r O a cu Q O ................................................................................... - uoseas 6uimoaE);o %9-Z6 2 I % jagwanC 9L I!ad% LZ 40J 5L qae O CO N w It O CO N w Iq O N' O N O 0 I M NCO O M M N N N r r ' r N N N M M t (ui) yjdaa aajeM 0 ►� i 0 > N uoseas BUIMOJO;o pu3 0 Z o a U7 cm Q cu Q Q ................................................................................... - uoseas 6uimoaE);o %9-Z6 I ayq - uoseas 6uuvwa!D10 %9 L N - uoseas BUIMOJE);o IJe;s N ca O CO N w It O CO N w Iq O N' O N O 0 I M NCO O M M N N N r r ' r N N N M M t (ui) yjdaa aajeM 0 ►� 1 1 1 1 1 1 1 1 1 1 1 1 66 jaqL 9� LZ 561 O ON w d' O Cfl N O d' O qt CO NCO O q' w No O (u!) ujdaa jeleM 0 N = Myo W M� C? O mom .r C CD._ r� a° 2 66 jaqL 9� LZ 561 O ON w d' O Cfl N O d' O qt CO NCO O q' w No O (u!) ujdaa jeleM 0 I 1 I 1 1 1 1 1 1 I 1 1 66 aaquaanoN - uoseas 6ulmoa!D 10 pug ........................................ G� Judy - uoseas 6uuwojE);o %5'Z6 LZ yoaew - uoseas 6uiMaE) 10 %G gL gojeyq - uoseas 6uiMaE);o lie;s O O N O It O O N O'IT O d' w N CO O It O N w O (u!) yjdaa jejeAA CL Q m 2 .Q N LL c m I W _ O _ N 0 LO 0 LO J � o U. m O M a) = � O i = Q O 66 aaquaanoN - uoseas 6ulmoa!D 10 pug ........................................ G� Judy - uoseas 6uuwojE);o %5'Z6 LZ yoaew - uoseas 6uiMaE) 10 %G gL gojeyq - uoseas 6uiMaE);o lie;s O O N O It O O N O'IT O d' w N CO O It O N w O (u!) yjdaa jejeAA CL Q m 2 .Q N LL c m I 66 jagwanc 9L Ipdt LZ 40- 9L 0 -9L 4oae i � O 0 O > 'O N 0 Z i N LL J � o CO I a O a) � L � O .� U) c Q O - uoseaS 6ulnnoaE);o %g Z6 2 66 jagwanc 9L Ipdt LZ 40- 9L 0 -9L 4oae O O N O � O O N O d• O� op N COO � OD N O O d• M M N N N � � '' � � N N N M M d' (u!) uldaa aaleM 0 i 0 > N - uoseaS 6UMOJO10 pu3 0 Z o I a a - uoseaS 6ulnnoaE);o %g Z6 RVY - uoseaS 6ulnMoaO;o %9 L cu N - uoseaS 6umojo;o lie;s co O O N O � O O N O d• O� op N COO � OD N O O d• M M N N N � � '' � � N N N M M d' (u!) uldaa aaleM 0 66 jaqL S� R 461 0coNw 0(0NwIg0ItONO0d aoNcoO (u!) yjdaa aalaM O N � � m J � Tom LO O 4) � L � 4.0 ME Q O 66 jaqL S� R 461 0coNw 0(0NwIg0ItONO0d aoNcoO (u!) yjdaa aalaM O if 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C'7 N N pumes/laal oigno 0 cu 0 APPENDIX D Vegetation Plot Data 1 IPiedmont Alluvial Forest (Plots 1 and 2: P t Common name Scientific name Stems Total Trees/ Acre Percent of Total Trees/ Acre Trees/ Acre for Success Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic Species2 box -elder Acernegundo 2 9 0.3 9 3.4 P, R FACW Yes red maple Acer rubrum 142 645 21.2 52 19.8 V, R FAC Yes river birch Betula nigra 5 23 0.7 23 8.7 P, R FACW Yes ' ironwood Carpinus caroliniana 18 82 2.7 52 19.8 P, R FAC Yes pignut hickory Carya glabra 0 0 0.0 0 0.0 P FACU No mockernut hickory Carya tomentosa 10 45 1.5 0 0.0 P N/A No ' hackberry Celtis occidentalis 0 0 0.0 0 0.0 V FACU No sugarberry Celtis laevigata 0 0 0.0 0 0.0 V, R FACW Yes buttonbush Cephalanthus occidentalis 0 0 0.0 0 0.0 V OBL No silky dogwood Cornus amomum 0 0 0.0 0 0.0 P, R FACW+ Yes flowering dogwood t persimmon Cornus florida Diospyros virginiana 11 0 50 0 1.6 0.0 0 -- 0 0.0 - 0.0 -P _ V _ FACU FAC No No green ash Fraxinus pennsylvanica 15 68 2.2 52 19.8 P, R FACW Yes ' deciduous holly Ilex decidua 0 0 0.0 0 0.0 V FACW- No American holly Ilex opaca 16 73 2.4 0 0.0 V, R FAC- No I eastern red cedar Juniperus virginiana 1 5 0.1 0 0.0 V FACU- No Chinese privet Ligustrum sinense 96 436 14.3 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 83 377 12.4 52 19.8 V, R FAC+ Yes black gum Nyssa sylvatica 15 68 2.2 0 0.0 P OBL No hophornbeam Ostrya virginiana 18 82 2.7 0 0.0 V FAC No loblolly pine Pinus taeda 112 509 16.7 0 0.0 V, S FAC No sycamore Platanus occidentalis 2 9 0.3 9 3.4 P, R FACW- Yes black cherry Prunus serotina 8 36 1.2 0 0.0 V FACU No southern red oak Quercus falcata 14 64 2.1 0 0.0 V FACU No laurel oak Quercus laurifolia 0 0 0.0 0 0.0 V FACW --No - No overcup oak Quercus lyrata 0 0 0.0 0 0.0 V OBL No water oak Quercus nigra 20 91 3.0 0 0.0 V FAC No willow oak Quercus phellos 34 155 5.1 0 0.0 V FACW- No northern red oak Quercus rubra 1 5 0.1 0 0.0 P. V FACU No cherrybark oak black oak winged sumac Quercus pagoda Quercus velutina Rhus copallinum 0 9 2 0 41 9 0.0 1.3 0.3 0 0 0 0.0 0.0 0.0 P, R V V FAC+ NI NI Yes No No willow sp. ` Salix sp. 0 0 0.0 0 0.0 P. S N/A No sassafras sassafras albidum 1 5 0.1 0 0.0 V FAC No elderberry' Sambucus canadensis 0 0 0.0 0 0.0 P FACW- No winged elm Ulmus a/ata 30 136 4.5 0 0.0 V FACU+ No American elm Ulmus americana 0 0 0.0 0 0.0 P. R FACW Yes possum -haw Viburnum nudum 0 0 0.0 0 0.0 V FACW+ No honey -locust Gletditsia triacanthos 0 0 0.0 0 0.0 V FAC- No black willow Salix nigra 3 14 0.4 14 5.3 V, R OR Yes groundsel-tree Baccharis halimifolia 0 0 0.0 0 0.0 V FAC _- No pawpaw Asimina triloba 2 9 0.3 0 0.0 V FAC No American beech Fagus grandifolia 0 0 0.0 0 0.0 V FACU No arrow -wood Viburnum dentatum 0 0 0.0 0 0.0 V FAC - No black walnut Juglans nigra 0 0 0.0 0 0.0 V FACU No yaupon holly Ilex vomitoria 0 0 0.0 0 0.0 V FAC No TOTAL = 670 3045 100.0 263 100 ' 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. Species planted for streambank stabilization that are not a characteristic species. 11 Piedmont Swamp Forest (Plot 3: Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Total Trees/ Acre Trees/Acre for Success Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic Species2 box -elder Acernegundo 0 0 0.0 0 0.0 P, R FACW Yes red maple Acer rubrum 77 700 15.1 52 12.9 V, R FAC Yes river birch Betula nigra 1 9 0.2 9 2.2 P, R FACW _ Yes ironwood Carpinus caroliniana 0 0 0.0 0 0.0 P. R FAC Yes pignut hickory Carya glabra 0 0 0.0 0 0.0 P FACU No mockernut hickory Carya tomentosa 0 0 0.0 0 0.0 P N/A No hackberry Celtis laevigata 0 0 0.0 0 0.0 V, R FACW Yes buttonbush Cephalanthus occidentalis 3 27 0.6 0 0.0 V OBL No silky dogwood Comus amomum 0 0 0.0 0 0.0 P, R FACW+ Yes flowering dogwood Cornus florida 0 0 0.0 0 0.0 P FACU No persimmon Diospyros virginiana 9 82 1.8 0 0.0 V FAC No green ash Fraxinus pennsylvanica 70 636 13.7 52 12.9 P. R FACW Yes deciduous holly Ilex decidua 10 91 2.0 0 0.0 V FACW- No American holly Ilex opaca 0 0 0.0 0 0.0 V, R FAC- No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 50 455 9.8 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 110 1000 21.5 52 12.9 V, R FAC+ Yes black gum Nyssa sylvatica 9 82 1.8 0 0.0 P OBL No loblolly pine _Pinus taeda 62 564 12.1 0 0.0 V, S FAC No. sycamore Platanus occidentalis 3 27 0.6 27 6.7 P, R FACW- Yes black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No laurel oak Quercus laurifolia 00 0.0 0 0.0 V FACW No overcup oak Quercus lyrata 7 64 1.4 52 12.9 V, R OBL Yes water oak - Quercus nigra 17 155 3.3 0 0.0 V FAC No willow oak Quercus phellos 7 64 1.4 52 12.9 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 P, V FACU No cherrybark oak Quercus pagoda 10 91 2.0 52 12.9 P, R FAC+ Yes black oak Quercus velutina 0 0 0.0 0 0.0 V NI No winged sumac Rhus copallinum 0 0 0.0 0 0.0 V NI No willow sp. Salix sp. 0 0 0.0 0 0.0 P, S N/A No elderberry Sambucus canadensis 4 36 0.8 0 0.0 P FACW- No winged elm U/mus alata 57 518 11.1 0 0.0 V FACU+ No American elm Ulmus americana 4 36 0.8 36 9.0 P. R FACW Yes possum -haw Vibumumnudum 0 0 0.0 0 0.0 V FACW+ No honey -locust Gletditsia triacanthos 0 0 0.0 0 0.0 V FAC- No black willow Salix nigra 2 18 0.4 18 4.5 V, R OBL Yes groundsel-tree Baccharishalimifolia 0 _- 0 0.0 0 0.0- V FAC_--- No pawpawAsimina American beech arrow -wood black walnut triloba Fagus grandifolia Viburnum dentatum Juglans nigra 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 ---- 0 0 0 0 0.0 0.0 0.0 0.0 V V V V FAC FACU FAC FACU No No No No yaupon holly Ilex vomitoria 0 0 0.0 0 0.0 V FAC No TOTAL= 512 4655 100.1 402 100.0 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood ' 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. t 1 1 1 Piedmont Swamp Forest (Plot 4: Not Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Total Trees/ Acre Trees/Acre for Success Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic SpecieS2 box -elder Acernegundo 0 0 0.0 0 0.0 V, R FACW Yes red maple Acerrubrum 35 636 16.9 52 20.0 V, R FAC Yes river birch Betula nigra 0 0 0.0 0 0.0 V, R FACW Yes ironwood Carpinus caroliniana 0 0 0.0 0 0.0 V, R FAC Yes pignut hickory Carya glabra 0 0 0.0 0 0.0 V FACU No mockernut hickory Carya tomentosa 0 0 0.0 0 0.0 V N/A No hackberry Celtislaevigata 0 0 0.0 0 0.0 V, R FACW Yes buttonbush Cephalanthus occidentals; 2 36 1.0 0 0.0 V _ OBL No silky dogwood _. Comus amomum ----- --- 0 0 --- 0.0 --........ 0 ---- -- 0.0 V, R FACW+ Yes flowering dogwood persimmon Cornus florida Diospyros virginiana 0 10 0 - 182 - 0_0 - 4.8 - 0 0 .... ---- 0.0 0.0 - - V V ---- -_... FACU FAC - --- -------- ._..... _ No No green ash deciduous holly Fraxinus pennsylvanica Ilex decidua 81 9 1473 164 39.1 4.3 52 0 20.0 0.0 V, R V FACW FACW- Yes No American holly Ilex opaca 0 0 0.0 0 0.0 V, R FAC- No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 38 691 18.4 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 14 255 6.8 52 20.0 V, R FAC+ Yes black gum Nyssa sylvatica 1 18 0.5 0 0.0 V OBL No loblolly pine Pinus taeda 1 18 0.5 0 0.0 V, S FAC No sycamore Platanus occidentalis 0 0 0.0 0 0.0 V. R FACW- Yes black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No laurel oak Quercus laurifolia 0 0 0.0 0 0.0 V FACW No overcup oak Quercus lyrata 0 0 0.0 0 0.0 V, R OBL Yes water oak Quercus nigra 0 0 0.0 0 0.0 V FAC No willow oak Quercus phellos 5 91 2.4 52 20.0 V. R FACW- northern red oak Quercus rubra 0 0 0.0 0 0.0 V, V FACU _Yes No cherrybark oak Quercus pagoda 0 0 0.0 0 0.0 V. R FAC+ Yes black oak wingedsumac Quercus velutina Rhus copallinum 0 0 0 0 0.0 0.0 0 - --- 0 0.0- - 0.0 V _-- V NI -- NI - No No willow sp. - .-..---------_...---- elderberry - Salix sp. Sambucus canadensis - 0 2 0 - 36 - 0.0 1.0 0 0 0.0 0.0 V, S V N/A FACW- No No winged elm Ulmus alata _ 4 73 _-- 1.9 _ 0 - 0.0 - V FACU+ No American elm Ulmus americana 0 0 - 0.0 0 0.0 V, R FACW Yes possum -haw Viburnum nudum 0 0 0.0 0 0.0 V FACW+ No honey -locust Gletditsia triacanthos 1 18 0.5 0 0.0 V FAC- No black willow Salix nigra 4 73 1.9 52 20.0 V, R OBL Yes groundsel-tree Baccharis halimifolia 0 0 0.0 0 0.0 V FAC No pawpaw Asimina triloba 0 0 0.0 0 0.0 V FAC No American beech Fagus grandifolia 0 0 0.0 0 0.0 V FACU No arrow -wood Viburnum dentatum 0 0 0.0 0 0.0 V FAC black walnut Juglans nigra 0 0 0.0 0 0.0 V FACU_ __No No yaupon holly Ilex vomitoria 0 0 0.0 0 0.0 V FAC No TOTAL = 207 3764 106.0 260 100.0 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. 1 11 11 11 1 L APPENDIX E Photographic Record of Vegetation Plots Center of Plot 3 (Planted Wetland) Center of Plot 4 (Mature Forested Wetland) 1 1 1 1 1 1 1 1 i 1 1 1 1 WETLANDS 1401 GROUP FEB 2 4 2004 WA ANNUAL MONITORING REPORT (YEAR 2) ER QUALITYSECTION ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA 9� , 091p, Prepared for: Chambers Development of North Carolina, Inc Anson County, North Carolina Prepared by: EcoScience 1101 Haynes Street, Suite 101 Raleigh, North Carolina 27604 (919) 828-3433 December 2003 1 FJ 1 1 1 t 3.0 WETLAND HYDROLOGY MONITORING......................................................................... 19 3.1 MONITORING PROGRAM...................................................................................... 19 3.2 MONITORING RESULTS........................................................................................ 19 3.3 EVALUATION OF SUCCESS CRITERIA................................................................. 22 4.0 WETLAND VEGETATION MONITORING........................................................................ 23 4.1 MONITORING PROGRAM...................................................................................... 23 4.2 MONITORING RESULTS .................................................. 4.3 EVALUATION OF SUCCESS CRITERIA................................................................. 25 5.0 SUMMARY....................................................................................................................... 30 6.0 APPENDICES.................................................................................................................. 31 TABLE OF CONTENTS ' TABLE OF CONTENTS.................................................................................................... LIST OF FIGURES . . ii iii LIST OF TABLES "' ' 1.0 INTRODUCTION.............................................................................................................. 1 ' 1.1 Project Description................................................................................................... 1.2 Project Chronology.................................................................................................. 1 4 2.0 STREAM MONITORING................................................................................................... 2.1 Monitoring Program ......................................... 5 2.1.1 Physical Stream Attributes......................................................................... 5 ' 2.1.2 Biological Stream Attributes....................................................................... 2.1.3 In -Stream Flow.......................................................................................... 5 5 2.2 MONITORING RESULTS........................................................................................ 6 ' 2.2.1 Physical Stream Attributes......................................................................... 6 2.2.2 Biological Stream Attributes....................................................................... 6 2.2.2 In -Stream Flow.......................................................................................... 16 2.3 EVALUATION OF SUCCESS CRITERIA................................................................. 16 FJ 1 1 1 t 3.0 WETLAND HYDROLOGY MONITORING......................................................................... 19 3.1 MONITORING PROGRAM...................................................................................... 19 3.2 MONITORING RESULTS........................................................................................ 19 3.3 EVALUATION OF SUCCESS CRITERIA................................................................. 22 4.0 WETLAND VEGETATION MONITORING........................................................................ 23 4.1 MONITORING PROGRAM...................................................................................... 23 4.2 MONITORING RESULTS .................................................. 4.3 EVALUATION OF SUCCESS CRITERIA................................................................. 25 5.0 SUMMARY....................................................................................................................... 30 6.0 APPENDICES.................................................................................................................. 31 u LIST OF FIGURES 1 ' LIST OF TABLES Table 1. Morphological Stream Characteristics.....................................................................7 ' Table 2. Summary of Hydrology Monitoring Data................................................................21 Table 3. Characteristic Tree Species (Piedmont Alluvial Forest).........................................27 ' Table 4. Characteristic Tree Species (Piedmont Swamp Forest, Planted Area) ..................28 Table 5. Characteristic Tree Species (Piedmont Swamp Forest, Non -planted Area) ...........29 11 1 [11 u Figure1. Site Location..........................................................................................................2 Figure 2. Site Plan View: Constructed Stream and Wetland Creation Area ..........................3 ' Figure 3A. Plan View and Cross-sections (Middle Reach).....................................................9 Figure 3B. Plan View and Cross-sections (Middle Reach)...................................................10 Figure 3C. Plan View and Cross-sections (Lower Reach)...................................................11 ' Figure 3D. Plan View and Cross-sections (Lower Reach)...................................................12 Figure 3E. Cross-sections (Upper Reach)...........................................................................13 Figure 3F. Cross-sections (Upper Reach)...........................................................................14 Figure 4. Bio -monitoring Sites.............................................................................................15 ' Figure 5. Stream Hydrograph (Water Level and Velocity)....................................................17 Figure 6. Groundwater Gauge Locations and Wetland Boundary Determination .................20 ' Figure 7. Planting Plan and Vegetation Plots......................................................................24 1 ' LIST OF TABLES Table 1. Morphological Stream Characteristics.....................................................................7 ' Table 2. Summary of Hydrology Monitoring Data................................................................21 Table 3. Characteristic Tree Species (Piedmont Alluvial Forest).........................................27 ' Table 4. Characteristic Tree Species (Piedmont Swamp Forest, Planted Area) ..................28 Table 5. Characteristic Tree Species (Piedmont Swamp Forest, Non -planted Area) ...........29 11 1 [11 u ANNUAL MONITORING REPORT (YEAR 2) ANSON COUNTY WASTE MANAGEMENT FACILITY STREAM AND WETLAND RESTORATION PROJECT ANSON COUNTY, NORTH CAROLINA 1.0 INTRODUCTION 1.1 Project Description Chambers Development of North Carolina, Inc. (Chambers) has developed and begun operations at the Anson Waste Management Facility located off US Route 74 between Polkton and Wadesboro, Anson County, North Carolina (Figure 1). The property selected for ' the waste management facility (hereafter referred to as "the Facility") consists of approximately 793 acres bounded by Pinch Gut Creek to the east, Brown Creek to the north and west, and CSX Railroad to the south. The location of the waste disposal area (hereafter ' referred to as "the Disposal Area") encompasses approximately 133 acres within the Facility and is designed to accommodate future waste disposal needs for the county and surrounding region. Construction of the Disposal Area results in unavoidable impacts to 0.49 acre of ' jurisdictional wetlands and 1085 linear feet of perennial stream. A detailed mitigation plan was developed to off -set unavoidable impacts caused by construction of the Disposal Area. A forested stream and wetland complex (hereafter referred to as "the Site"), situated below Sediment Basin #1, was proposed to maximize treatment of surface water and groundwater runoff prior to the confluence with Pinch Gut Creek (Figure 2). Mitigation efforts were designed to re -construct a shallower, meandering stream channel on the abandoned floodplain and re-establish groundwater wetland hydroperiods across the adjacent floodplain surface. Plans were reviewed and accepted by the United States Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality (DWQ). The North Carolina Section 401 Water Quality Certification (No. 3247) was granted on September 27, 1999. The Section 404 Individual Permit (No. 199800592) was granted on April 3, 2000. Construction plans were developed from the detailed mitigation plan and used as a template ' to guide construction work. Restoration construction activities were initiated in early February 2001 and completed during April 2001. Water flow was diverted into the constructed channel on April 16, 2001. During construction several important changes were made with respect to the original design in order to facilitate the construction process and ultimately increase the Site's chances for success. Included with these changes was an increase in the Site's size from approximately 9.0 acres to approximately 23.6 acres, a significant increase in the length of constructed stream (from approximately 2040 linear feet to approximately 2800 linear feet), and a significant increase in potential acreage for wetland mitigation opportunities. A supplemental planting for logged wetland areas was completed in the Spring of 2002. Modifications to the mitigation plan were reviewed and approved by the USACE (Angie Pennock, January 2002) ll j°•. - . - - eWISVI Id q ` 1 • et E� Cwltore% ; -,', �ansvd Haniptiiriwlle 4 '� . Collets i sones e N�lins on -Sal =' _ 1 .2 - ISQ48118 b5 6E ; 10 Farniin )� J✓" so - 4, sd[eitel 6 Alal s �f _ — 7 - 5 rd,l�elemmons NIDw[ y,) nsbor 10 mi. �0 10 mi. _H q = Hi oin I , '� leasant Garden AL _ dra g t a� s.} s 1:633,600 8 q 4 2 - Source: 1999 1999 NC Department of Transportation Map llCOnt! away I *.' Karr w It to 4 Thomasville _ �T� � ihda It i) rma _ hen r �'c!A�v ) t ®* IdoCkSvillt + ! ; 5 5 * WS `' 21 r Gltnota 1 •wsl Cross t 7 Libett 1 a yam to etd e 3 > >> . L11I111 s i. .,r Randlama Tyr { ♦ 1 6 SOON Grays Chapel'j rr�♦ r Codeam 4 ` EC chis nd ''�*4 'a: I ( '" ill Stale �. W°°dltat ' 11W �' �"'' ! R; A N 'd a L 6 P' H tate�yiile f D A ®' s O Elirwood��Cli�ieI dr / 5 1 I 5 �.-' frau linin le 14 i J Amity q �1 , ^''.i >I t S , t A cq� it *1 —t9 �\anlsaw wall tBear Pop S JallSb ,j�+ r f+' �Ee t funont_ tt id Far r 1 I A 4 I C hds t ul 1 l :Ol *4 i Mount Vernon S 5 a i4 ? Coleridge is iNbridge qr< �G rte n �,: Denton i4 'I 1a r tt . R O W. ',N rave WA wafts U* RRI na1hlov y Mt t Faith + Crescent Ir 6 • IBei+iittt k t ' Rockwell ) Hill of �+►dr q -' racAerM+c y i 4 Seagrove t E,yat it*_ �, "Gold Hill Lake J i AT whynot 1 4 10 �* 4 _ awd - - — - n�IW iq to 14 Kannapo 1Msenliewr�srw1 . \ "" It c..e Westmra.e hit tdwell R t\3 lel .) ) ��, E ado 1 Z 4 t6 i IZ Now London ' • Et i A s untersvill.e `� J * cord / e t ,es T 3 Now Plpsart Bsdia a FO S W ) I 14i e.: • . 2 ♦Cart r•e - Z I 4:. f A R4 R4 S/ Thelllarl — , :f MON T q r Hwnsbur R Ifwille mbert �r amarcaa Hill t:r. C 601 S A 5 �� CAM►a Locust i e Porter a e 3 Ogg swn Lakefe ad Cross nAr 5 $IlrfngS 1 Eos was 1 ♦ dlaad 2 Oakbor loon . ;>tanhel .4Cwrt a a a \ 3 ! t 1 e _ 5 R' PeWn 3 acksr �} IL inehu r KLE Ca� a`^^e r ' w Sa ar Hill MITIGATION 2 oxt Stallings 1601 Itli+ionvelle ! Ansonvlle ) 'Oy SITE Villa' Pinebiufl f r ladies I1 le IZ 1 ' , Clarhe TraN �,N O N r' k ; q ;`c"" R I C H M O N D 44 ingtoit {���� 1 a o of an eke ``.. �C Ia��l OC'� � G .... , . �- L ke ----c— _Iboberdd Ma:ton ; Winptt ' Marshwlie 6 Partchland t" / IaswNs s% 6 t I ♦Wadesbord' � , .-� - 1 +" �►'� r gnsc Washw Sor-as `- 17 White Store i S - 4 S - `s ..N . I DNA _ �..' McFa ill A A Pa. ewes 9 ` t 4 ` ? EcoScience Corporation Raleigh, North Carolina SITE LOCATION ANSON WASTE MANAGEMENT FACILITY YEAR 2 MONITORING REPORT ANSON COUNTY, NORTH CAROLINA Dwn. by: MAF FIGURE Ckd by: JG Date. DEC 2003 Project: 03-144 m m m m m== m== w w m w= m w= o cam. OC( < ' \ �' / \ ' - 'O, •`::— 0-0 mo y� \>r- ---------------- cC z� / 4%,♦P,6�WA.�,..'> — lo \ COCA am wo Cr - m om / m OZ - i Com\' m \ } \\ I \ S \ \ \ _� � �-- j'l� � � 02zm V CnK ma _ _ . I \` \ mDco \ l Z z OD I ' Z. — Z� 01 J _ , / M� or \\ C zo {ZA I p r/ A 0 / Z o S2 m n o v 4 3n n o C� =Z Z>3 Jaz �n z U, Q ZOE N N m 0 o Z�� < �g 0� r�'* D0-voo N p p .. DVD m zZZ^� my =mM O P O N z D- Y+ Z� Z y w CD a o a m '� ' 1 m O 0 G) C r0 Ca N; r z g c n o-< zF� I+ m Q Z o=y z z < v Om ohm o m N -0 D r { -O yy '' z Z A Z m C m OD Z 0D tW VI Q m � O A O Drn V i m to r- X m cmi f m < -i ? m O 1 N c Oy z O A m n o v 4 3n n o C� =Z Z>3 Jaz �n z U, Q ZOE N N m 0 o Z�� < �g 0� r�'* D0-voo N p p .. DVD m zZZ^� my =mM O P O N z D- Y+ Z� Z y w CD a o a m '� t 1 t t 1 t t 1 The mitigation plan outlined monitoring procedures designed to track wetland and stream development after restoration activities were completed. The monitoring plan requires annual monitoring for a minimum 5 -year period and analysis of the data to evaluate quantitative success criteria. The monitoring plan is attached for reference in Appendix A. This document represents the second Annual Monitoring Report (AMR) designed to track wetland and stream development as outlined in the monitoring plan. Hydrology, vegetation, and stream parameters have been monitored throughout the year 2003 growing season, and will be compared with hydrology model predictions, regulatory wetland criteria, and reference (relatively undisturbed) stream characteristics and vegetative communities in the region. 1.2 Project Chronology Review of On -Site Jurisdictional Areas (U.S. Army Corps of Engineers) Perennial Stream Limit Determination Site Identification Detailed Mitigation Plan Sec. 401 Water Quality Certification Issued (DWQ) Monitoring Plan Sec. 404 Wetland Permit Issued (USACE) Site Construction and Planting Flow Diversion As -built Stream and Wetland Report Post Project Review of Site (USAGE, Angie Pennock) Monitoring Wells and Stream Gauge Installed Supplemental Planting in Cut -Over Areas First Year Field Monitoring Second Year Field Monitoring February 17, 1998 February 4, 1999 June 1998 June 1999 September 27, 1999 August 2000 April, 2000 February - April 2001 April 16, 2001 September 2001 January 2002 February 2002 March 2002 September and October 2002 September and October 2003 1 1 2.0 STREAM MONITORING 2.1 Monitoring Program 2.1.1 Physical Stream Attributes 1 The monitoring plan calls for measurement of stream geometry attributes along a minimum 300 -foot reach. Annual fall monitoring protocol includes development of a channel plan view, channel cross-sections on riffles and pools, pebble counts, and a water surface profile. Specific stream data to be presented includes 1) riffle cross-sectional area, 2) bankfull width, 3) average depth, 4) maximum depth, 5) width/depth ratio, 6) meander wavelength, 7) belt width, 8) water surface slope, 9) sinuosity, and 10) stream substrate composition. The stream will subsequently be classified based on fluvial geomorphologic principles outlined in Applied River Morphology (D. Rosgen, Applied River Morphology, Wildland Hydrology, 1996). Significant changes in channel morphology will be tracked and reported by comparing data in each successive monitoring year. 2.1.2 Biological Stream Attributes The monitoring plan was devised to provide for biological sampling of the stream channel prior to diversion of flow and again after years 3 and 5. However, the DWQ has asked that biological sampling be performed annually. Therefore, an evaluation of bio -monitoring success criteria will appear in all succeeding AMRs. The procedures and methodologies for biological monitoring have been modified to follow the standards put forth by the Department of Environment and Natural Resources (DENR) January 1997 biological monitoring protocols and the DWQ draft guide for benthic sampling. The Qual-4 sampling method has been adapted from the May 2000 final draft of the Interim, Internal Technical Guide for Benthic Macroinvertebrate Monitoring Protocols for Compensatory Stream Restoration Projects from DWQ. The biological samples will provide a means to track taxonomic diversity over time. Specifically, the numbers of EPT (Ephemeroptera, Plecoptera, and Trichoptera) taxa will be monitored and evaluated. The EPT taxa are not generally considered primary stream colonizers and, therefore, are not typically found in newly established streams. All taxa will be identified to the lowest practical level. The number of EPT genus/species is expected to increase through the 5 -year monitoring period. An evaluation of in -stream and riparian habitat will also be conducted at each monitoring location, following the DWQ habitat classification system. If biological success criteria are not being fulfilled, the most likely cause will be lack of perennial base flow and extensive sedimentation, which covers coarse substrates in the channel. If aquatic species diversity is not increasing, additional modifications to channel substrates may be performed and upstream sources of sedimentation shall be identified. 2.1.3 In -Stream Flow In -stream flows will be measured through placement of a continuous monitoring, stream flow gauge within the constructed channel cross-section or bankfull channel culvert. The gauge will be capable of recording stream stage (feet), velocity (feet/second), and discharge (cubic 7 1101 Haynes Street Suite 101 Raleigh, NC 27604 Telephone: 919.828.3433 Fax: 919.828.3518 February 24, 2004 Ms. Angie Pennock Wilmington Regulatory Field Office US Army Corps of Engineers PO BOX 1890 Wilmington, North Carolina 28402-1890 WETLANDS 1401 GROUP FEB 2 4 2004 WATER QUALirR SECTION Re: Annual Monitoring Report (Year 2) — Anson County Waste Management Facility Stream and Wetland Restoration Project, Anson County, North Carolina. USACE Action ID 199800592 0WQ:0 'F7 -09-7a Dear Angie: On behalf of Chambers Development of North Carolina, Inc., EcoScience Corporation has completed the second year monitoring report at the Anson County Waste Management Facility located in Anson County. One copy of the document is enclosed for your use. We will forward a copy of the document to John Dorney of the N.C. Division of Water Quality for Section 401 review. In summary, the mitigation site met success criteria as stipulated in the mitigation plan and approved as part of your Section 404 and 401 permits for the mall project. We are continuing with monitoring in 2004 (Year 3). If you have any questions or comments, please contact Jens Geratz or Jerry McCrain at ESC. Sincerely, ECOaySCIE E C RPORATION Jens Geratz Senior Scientist cc: John Dorney, N.C. Division of Water Quality (1 copy) ' feet per second, CFS). The data will be reported as peak daily flows for channel velocity (feet/second), discharge (CFS), and stage in tabular and graphic format. ' 2.2 MONITORING RESULTS 2.2.1 Physical Stream Attributes After the second year of monitoring, the stream restoration effort includes approximately .2800 linear feet of constructed stream on new location and approximately 1240 linear feet of reactivated backwater channel through the floodplain of Pinch Gut Creek. Six permanent cross-sections were established along the constructed stream channel in 2001, two in the upper reach, two in the middle reach, and two in the lower reach. Current cross-sectional ' data has been superimposed on the current year data to track aggradation or degradation in the channel. Stream channel morphological characteristics are provided in Table 1. ' Channel Dimension Attributes Channel dimension attributes were obtained from the surveyed cross-sections depicted in ' Figures 3A -3F. The constructed channel currently exhibits a bankfull mean width of 3.6 feet, a bankfull mean depth of 0.5 feet, and a mean bankfull width/depth ratio of 7.0. The mean bankfull cross-sectional area is 2.0 square feet and ranges from 1.5 to 2.5 square feet. ' Channel dimension attributes remain consistent with parameters established under as -built conditions. Channel Pattern, Slope, and Substrate The entire length of the constructed channel was walked and visually assessed for changes during the second year of development. Based on the qualitative analysis, the channel has supported stable pattern, slope, and substrate attributes since the first year of monitoring; therefore, quantitative measurements remain similar to those performed in the year 1 2.2.2 Biological Stream Attributes Current year benthic surveys were performed on April 23, 2003. On-site monitoring sites are shown in Figure 4. Results of the current year monitoring data are depicted in Appendix B. Attempts to perform benthic surveys were unsuccessful during the 2002 monitoring year due to the lack of water in the stream channel at the time of sampling. Therefore, the 2003 ' monitoring data is the first benthic sample following stream construction. A total of 128 organisms representing 15 taxa (genus/species) were collected in the current monitoring period. However, no EPT taxa (genus/species) were reported from the current year benthic sampling data. �R 1 � 6 F1 1 1 i O tm G .a+ C _ N OCM d L O (� R Ln �aE U m Y L .Q d L Vi V LL C d �a E Q +' tm ccc C m N C O N Q Ll r M O O sr N N W O f6 d N O O Elk N �- W C) I R d C, O O N = W p 3 N Q C U N 'O W O s d O C. O a U N � E m (6 L C N � N � m E m w O C Y ns m @ c �inom N M N Ui f� O O O CA C N M O O O O N 6 N V 00 6 O _: O N (M O O 'i O (- (O � W .- N O (O O O CA V Co `M N M O O t0 (O N CA M N O O O L N 6 O 0 M a- m U� M V r' M C7 r in O O M O c0 N O O - p co �-- O (O CA O M LO N O LO — O 47 O MI-- O O Cl) M C N r s O O M O (h I R (O NU� O O M O I H OM d Na --LO .- O O O N O 00 N N M O O M (00 N ((1 ((1 O (n O Cn p a Q N L " (p 6 L6 (O O M M M L6 M a Q (V cV N - 0 f- O m Co (D (o O R N CV M O :c. CM O d a C cn C y a R ^ w E mco C R Q O ^ 75 ^ a r CU m O C N L a 0) ca m (6 ^ c E d Q = n Q m Ea C O- L d Q L C m 0 ZZ ^ O CA G Q 3 0 0 [l 6 0 a NL a C E p O 0 O as O U N M It (n m LL v E o w w E w C m C m C C O N m m a p IRr O O r- CO m r M M O O 06 O 6 (h O 6 to (V Cj O M 6 M .- M M O O 00 O (O M O � l0 to CA co M V C") W) m V M ^ i O O O O O O O N M r O O O O t0 CA N n d ^ v D L ? p L N r Nt0 — w a t C a Y 0) (6> M m VO. > N IL c 6 U m W r CA � o U CL J O OO O a N a � ON N O a 2 S mca M 1','10 Cl) N N N N fl- Ln O CO 00 c0 ti 'RO O N ' M A O N N4 4 CSO O _: O N M t� O O h n O (- (O � W .- N O M Lo M O `M O tV (V N N P. I C O I � � Ch O L N C) 0 O 0 M LO Cl) M LO N (6 c r' r in O (O O M O c0 N O O - p co � (6 s I Cb s LO N O O �N s O p � n L6 r s I r s 6 O M O (h O O Cl) O o I clli I H OM d .- r •- 0 00 N co N N C1 .- I a Q N L " � O � O^ a Q E N 0 OL O O 5 m a p :c. O a a C cn C y a Q w E mco v O 75 (a 'v c C N L a 0) ca m (6 E d Q = wm 0) r C O- co Q m 0 Q v@ 3 0 a 6 0 a W -, as N M It (n O r - M M O O 06 O 6 (h O 6 to (V Cj O M 6 M .- M M O O 00 O (O M O � l0 to CA co M V C") W) m V M ^ i O O O O O O O N M r O O O O t0 CA N n d ^ v D L ? p L N r Nt0 — w a t C a Y 0) (6> M m VO. > N IL c 6 U m W r CA � o U CL J O OO O a N a � ON N O a 2 S mca M 1','10 Cl) N N N N LO ti M V T A O CV O O (O M t� n N � � LO M O (V `M 00 N Cn O O w M t - n N LO LO 0 QM N C? in C) p i O O O p co N N ~ `- N N �N s O p O C) (p N 6 C6 O O O p O H d .0 10 •L L " � J � E N 5 O J L a y a o O c O 75 (a 'v c 00 CA O •- N r N N N M M O O 06 O 6 (h O 6 to (V Cj O M 6 M .- M M O O 00 O (O M O � l0 to CA co M V C") W) m V M ^ i O O O O O O O N M r O O O O t0 CA N n d ^ v D L ? p L N r Nt0 — w a t C a Y 0) (6> M m VO. > N IL c 6 U m W r CA � o U CL J O OO O a N a � ON N O a 2 S mca M 1','10 Cl) N N N N M N 0 ■ to rn O m o 0 99 c l l 0 0 O O O O LO LO- O N O O O O 4 0 0 0 0 O O O O � N O N O O O O ' O O O O O Cl O O � OV� f0 O O O O 4 0 0 0 0 O O O O N O O O Im O O c _Iq to C) 0 0 0 0 mCD N COO O m °) o 0 0 0 O O 00 O O t o 0 c o 0 c ; 0 Cl 0 0 0 0 c o 0 0 0 mti _O W O N CD�O O O O O O O CD U) R �� CLN > 0 O d � O U a r d cn o m�cn a m a> ?� n n a> o n o ¢' > w i6 9 a I-- aO O O 04 04 04 Cl) cM 6 Nm M CV N C7 N N CO c N N OV I O N m m lo:, v0 0n M O co 6) 0 � � � N 0 r m 0 o � 0 o 0 N O N• 0 O CD O 0 • Linear (Across Volley) Distance (ft.) N ? a) OD O O O O N O o' A m m m 0 Elevation (ft.) 0 Az SQUARE STADIA ROD z - z P W N g gg u m g -0 o. rn co I0 i m:,� m m m I I I- I I I N 0:3:)c m m m rr-- m r r- r r m m , m < < m < CD -.I -I- I_ i m 06, —Di m I : I , T-- <O -. oo O O > O O z z ?. 0 z 0z NN I N I I O I I I 6'O 0 - - r I I -T -r O - I I w X I I I _I m cn � I �+ - -- --- 0. 1 II � N O o' A m m m 0 Elevation (ft.) 0 Az SQUARE STADIA ROD z - z P W N g gg u m g -0 o. rn co I0 m m:,� m m m m N 0:3:)c m m m rr-- m r r- r r m m , m < < m < CD -.I -I- CZ0 CDD � O to m 06, —Di m O fD 300 a _> T-- <O -. oo O O > O O z z ?. 0 z 0z NN I N O OO O .< N 6'O 0 - - r O -T -r O - W w N O o' A m m m 0 Elevation (ft.) 0 Az SQUARE STADIA ROD z - z P W N N O u m o c-) -0 o. rn co I0 m m:,� -700 j'007 NCi N N 0:3:)c m . 07 _x �•O ow jy z OS�� ptD , 0 O_ p O •0 .y+ ID ^ 0 il CD -.I -I- CZ0 CDD � O to m 06, « 0a T. N o. O fD 300 a 30 T-- 0•p >> -. oo X10 01 ID o -n q0 O O OO j O C N< ?. 0 ri-r-- I .« <.O. .< CD N 6'O - - r --- -T -r N I I w N O o' A m m m 0 Elevation (ft.) 0 z -n 0 Coo nri j 02 z orn �r Az SQUARE STADIA ROD z - 0C m I N W A Ut zmCA K _4m my V) I0 I - I _ _ g ;K -i N ri ;arn rn 0 Z Z m �I z 0 il -.I -I- I ,.I T T-- r _ ri-r-- I L _LJ__ - - r --- -T -r T _l.. I I I I _I (P z -n 0 Coo nri j 02 z orn �r Az SQUARE STADIA ROD z 0C m N W A Ut zmCA K _4m my V) oo ;a -i o o --4m amo V) g ;K -i ;arn rn 0 Z Z m z 0 0 v in 0 m N 0 z o C4 O Un O O0 O 7 O m! O N 0 n rt N v 0 In Emoo W u�D� m n 3-0m ZOm IMZ r -q m Elevation (ft.) i0 m N W A Ut V) O 0 il r _ w _I (P 1 II � J . I O m I � f i , I GO O , N to to (D N m V) O N � � � � m m m m m m m m m m m m m m _ E. 00 O Lineor (Across Volley) Distance (ft.) N 4 Of OD O O O O — - - , : - I — ---------------- -------------- ---------- ---------------- --- -- - - - - o Z r W - A � CT O (7 O N W �_ 1 m DO '*00 03. 00 j gg lq og N g I I 30-- 07 _X 3 c C O 3,0 7jy O0 ----------- Z C mao COD o CD0 n r I"I W C AI ro 7'O to O O ] r-- 6 � r 1-9m : m Z _ 00• D D D m R. O v v m m 2 Elevotion (ft.) O m 0 x a o Z r W M A � CT O (7 O N W �_ 1 m DO '*00 03. 00 j gg N og N g �o Omm D o 30-- 07 _X 3 c C O 3,0 7jy O0 - Z C mao COD o CD0 r r I"I r C r ro 7'O to O O ] r-- Or a 0 1-9m m Z _ 00• D D D m -i -i Drn 010�.m Of0 , , :T:::1 U> fA m Z Z Z r; D N 7 CD O Z N N N N .. O O O N ... C W O p i W O W R. O v v m m 2 Elevotion (ft.) O m 0 x a o Z m OZ03 Z W N Co O CT O (7 O N W �_ 1 m DO '*00 03. 00 j NC7 N N 5r:, 0 �o Omm D o 30-- 07 _X 3 c C O 3,0 7jy O0 - Z Z m mao COD o CD0 0 0 -0-(D m {' 4 ry 0 4 =3 m u ro 7'O to O O ] 00 33M N a 0 o� rn o.o 70 _ 00• Fo U—C' M om =i0 11 Ti Oo 010�.m Of0 , , :T:::1 O� fA m —o < +0' 0 r; r, N 7 CD O tp i R. O v v m m 2 Elevotion (ft.) O n0 nrm Z; om OD m 0 x a o - m OZ03 Z O Co Zy N �N 0 "'� m �aZ k2i-t p0 SzZf7WA c0 t■ � mv< �o Omm D o w;o --I g=o om (n - Z Z m mao w o N m o D� �Zao rn {' 4 f z o w Z N N Z ,41 ;_ 11 Ti , , :T:::1 r; r, I i n0 nrm Z; om OD m 0 x a o - m OZ03 Z O Co Zy N �N 0 "'� m �aZ k2i-t p0 SzZf7WA W --4 ( mv< �o Omm D o w;o --I g=o om (n z D �_ m Z m mao w o N m o D� �Zao rn {' 4 f z o w Z N n0 nrm Z; om OD Imn p2 Om Kr �z SQUARE STADIA ROD m OZ03 Z O 0 n3mm Zy m Z=Zy "'� m Z z (AK -i m m _ N --4 ( m W w;o --I g=o om z g mao t oi' ;urn M 0Z Z rn Z 07WapW DODO F F F F CCC C C)D�f <o Ocpxa 3 y'0 C ;fD3cN 00 V O''D_ ft p �+ S J�(O N O Ln D 3Z AZO v �. � 0 � 0 Mo nGZ r- m OZ03 Z m �mn 0 n3mm Zy O n �:j (p Z=Zy "'� m 0 --I mmo Caw > -0 m n &-0m ZOm 4r--1 m Elevotion (ft.) n o N W (P 0) w O n �:j (p m O N m W z t oi' i i ■ o mi z ! o 0 n m ! O co ■ Ito (.A N L___.: : .i7. O (0 ILO W N W ( -A �o to CT (3) n o o o 10, I '. w O n �:j (p m N z n o o o 10, I '. w O n �:j (p � � M � ! � M � M � � � M M M M � M � J N O M. Linear (Across Valley) Distance (ft.) N A 0) 00 O O O O R M I : : R 5 x x I , I ' R 5.4- g g M: --------- ---i m m m aZ �,:=x - o nA Fil ------------ , rr-- m r r , r Q rO z Z z -i ' p y N0 Z DQ _ R 2.5 - - X i � N , z 1: 11 M 30� I : p' 0 0 0 : N O 0 0 8 N Elevation (ft.) O -+ M CO o 1 x x �M> SQUARE STADIA ROD gg 40 'oo g g M m m m m aZ �,:=x - o nA Fil M m rr-- m r r r r Q rO z Z z -i ' p y N0 Z DQ D D r D i � N SQ N 00.00 -i z 1: 11 M 30� 550 f , p' 0 0 0 08' z z >I z 00 7 �CO.< _ m?. - - NN z N 0 0N N mO_ 7 T--1--T'I--'i--'f •�•� OW m 0 NO N o 0 i i f' l N O W N O 0 0 8 N Elevation (ft.) O -+ M x a o 1 z �pz �M> SQUARE STADIA ROD _ 40 'oo vm 00 U CLW W k m nF�y m aZ �,:=x - o nA Fil =r OXN0 (A N7 m (A K -+m mz o . C O0 Q rO z Z z -i ' p y N0 Z DQ -' -14'f - - z - - - - N N OQ• M0 mw N SQ N 00.00 00 33 z 1: 11 ao 30� I f , p' 0 0 0 08' -a Farm 0 m - 0 � - ,O' -a OQ 00 7 �CO.< _ m?. - - ZI'-1 O O N mO_ 7 T--1--T'I--'i--'f •�•� 0 m I N o 0 i i f' l N f 1 7 -r7_TT'j TTT-I - TT _ N f •_ _ y N O 0 0 8 N Elevation (ft.) O -+ z n�� M x a o 1 0 T �pz �M> SQUARE STADIA ROD CD ` 40 'oo r O 3 og N wm ? r m aZ =z Zd. m Fil Z m nOC Tp '(pi �n it m (A K -+m mz o --,I T D -1 m = O rO z Z z -i ' 0 N Z DQ -' -14'f - - z - - - - - - - z 1: 11 ILLL I I f , i I . � - ,O' -a - - -- C j - - ZI'-1 f -r T--1--T'I--'i--'f 1 I i i f' l f 1 -r7_TT'j TTT-I - TT _ r-"4-4-44-' f •_ _ y I I fMTl z n�� M x a o 1 0 T �pz �M> SQUARE STADIA ROD CD ` m r O 3 og N wm ? r m aZ =z Zd. m Fil Z m nOC �C R1 �n it m (A K -+m mz o = 0 D -1 m = O rO z Z z -i ' 0 N Z DQ 114 � Z z w z n�� MO 02 � n O O a 0 n0Z r -m ZK �pz �M> SQUARE STADIA ROD Gym OZ Z=ZCa O � r Fil :*;a m (A K -+m mz I I I I I I I I I I i I I I I I I I I I. N I(�I �; mM-+ g50 O� rnCO N �z Am A nz � Z m z I f , i I a)a)aoco 0000 0 7 7 7 F F F F CCC C 00 Q xa V ry C S CD 3!M n O Ur 0'00 0 -� off^ �07 O 'P Vrt • N C7 W D 3Z In Z v . r � n O O a 0 n0Z r -m W 4? (A m= IZOE ZO-0oo �M> �d n�3M ZN Z=ZCa —� m m n _q 00 O ;a f 0 N � N N 30 -uO oz O WN Elevation (ft.) 9=O ww0 CZE 3-0m ZOm qMz r -4 M O W i N O N N (O (Q (Q (a (0 N W ? UT a) o o N W 4? (A 0) �d gt' p m Ln iFc N (O I f , i I . I I I C j I y I f ` I y i i L y I fMTl i Z i I : r i I i .. I I: I I i < �. t0I cci O W i N O N N (O (Q (Q (a (0 N W ? UT a) o o p �d gt' p m Ln N o o p �d gt' p RE N O Linear (Across Valley) Distance (ft.) N 4�- 01 07 O O O O 00 O E a co M (0 t0 M r W N ;0 O vm a(-) g � � m o g >• EOF o g ?2Xy(A: O� pt0n N. C Nn j 'a' _ m m m 0 r m m m O N o =i (D (p 7' O (n 00 3 ai z r D D D m m -A --A - 00 a3 7' ocm< 0:. OO' > z Z m z OO N CD —0 0 .7 7 IL. D Z N N N N 7 i NO (D O O 7 N W O p O m W O W I 0 GOO N A N -a (D -O O•� 7 r a,rn 0 0 7 Cn rn Elevation (ft.) O r C0 C m Y 0 2 SQUARE STADIA ROD °W z0 (0 t0 0 P W N O O vm a(-) v CL (n Co � � m ry 0 < , y >• EOF mn v7 ?2Xy(A: O� pt0n N. m Nn j 'a' _ 0 0 0 � N N �0 z CO 0 NO• 7 .NC + i0 (D N ! (O O N o =i (D (p 7' O (n 00 3 ai a ao 303— in j•7 O p -a F/um �O 00 a3 7' ocm< 0:. OO' jti0 �.0 OBD r' OO N CD —0 0 .7 7 IL. (D O 0 O N 7 i (D 7 N O m 0 GOO N A N -a (D -O O•� 7 r a,rn 0 0 7 Cn rn Elevation (ft.) O r C0 C m Y 0 2 E z 0 F m CO OS .. 2m Om Om ON �r SQUARE STADIA ROD °W z0 (0 t0 0 0 (D -� N *� O p Z —� m m� �N Cam --i m0) TO 7,--4 O� 56 � M C) z m O z , (O 'A W v r' IL. E z 0 F m CO OS .. 2m Om Om ON �r SQUARE STADIA ROD °W z0 (0 t0 0 0 (D -� N *� O p Z —� m m� �N Cam --i m0) TO 7,--4 O� 56 � M C) z m O z W co co W O O O O 7 7 7 7 T. 7r F 7C C C C C n> O W Xa 1 o 3 5 ,O C rnfD3('' 0 O N O'0 (D - 3 �' o " <1 N O .. t0 N D Cuo)aow 0 0 0 0 7 7 7 7 C C C C n> r� Omx'O' N� CS Ul03W m 00 0v0. 7 �i O 00'A O 00 ,L N I Ia m n o /� y v n A d \ / 0 0 Co n ` o cCAA Mg O= 'nZ0 �O--% W 7 �Zz �Z -+a n>Z oZ03 m N° o ° m �v< 0� �m �0-�W v " m D m OZ ?0� �3♦2 n�3m w = 0 = z-1 zoo mtDi� =m7o - 0 r1ao z n G) _qm n Zy � z W 00 7 ;a NO rt+ (A 3N m 0 O Z W O In is 0 m v cDnn� MIX 5 K -0m MME Om 4r-� m Elevation (ft.) °W z0 (0 t0 (O (O t0 O 0 (D -� N (14 ? U( O) O p tn CD TO ) ''. , (O 'A W v N i O m !z I i s O o � � 1 co 7 ;I o o 7 0 i W i q Ii j W 07 m N O to 0 . N (p (O t0 (O 40 (O •r N (14 ? 0 O) °W z0 O '-� O Cf� 0 (D m p tn CD Vl Zz °W z0 O '-� O Cf� 0 (D C., p tn CD z O z m O" r g m i N 2 O G z 0 M N m n 2 I I e 0 o z .ia W M � M r- > vaNco� ° P. m 0g 0 -*7 8 m 88 m m O Z m m r M < < i M --q M < M < Z Z > Z D O Z N N N N „n„ _ CD O O O O N N 00 W O 00 O 0r0 o 30= N 3 y = _ O O n= :31D Fm m C �O 0 W 1 mv n a _—EA m (� -n p o ED 0 0 o z .ia W N _ O vm on vaNco� ° P. m 7m '-00 000 j f�D _ (� (/) =rxN ' I 00 D > o� N•=0 =im =C 0Z'oI ON EN O Z m 7CN O 1 1 O m O +p m rtN Z N m Cor „n„ _ CD N /O 'ID m � z CD(OA = ;SON 00 `'' D a mN oa O 0r0 o 30= N 3 y = _ O O n= :31D Fm m C �O 0 Q 1 mv n a _—EA m (� O Q at0 �' O� O 1 1 Ul 10< M O �•.•< 0 0 rt = o LA 01 CD N 0•(=D f I- m 7 N I -n p o ED 0 0 o n/� Zrn m / g SQUARE STADIA ROD 0 W UT a) K 0!, W 0 ° P. Emmco o� ;a nz ZG. 7 0 zm Zcna-v ' I �, D > -Nim m� L<��' `� CZ m�5 - - O Z m (A -1- g O oW Z N F, m m o -N $ z ZZ� -+ ZOm Z -0 m m �z z `'' -1 M Z m z 0 C Og N A N CD ;n K O • TI vm 0 0 _ cn Elevation (ft.) O 'aw Z > VI 0 Gz E: m m� y Z� 'i m a] ca a] a] 0000 SL C C C n>r.* 1 < Q amxa N 1 N� C•� 0 CD 00 =m 0 OTV o 9� �>0 O � O io (n ' N J N O i W o N 3N m Zl 0 �O 6 -o n n 0 O'n m = 11-1 a aoO-0E M • Km Z=ZW n -4 m n � a o n/� • / o mO N W UT a) .5 W 0 ° P. 0 ;a nz ZG. 0 ' I �, m:m -r t�j, m"' --i l-- - - O Z m 0I -1- g O oW Z N , -N LZ z :a L4 l LA 01 f I- I �I I 'aw Z > VI 0 Gz E: m m� y Z� 'i m a] ca a] a] 0000 SL C C C n>r.* 1 < Q amxa N 1 N� C•� 0 CD 00 =m 0 OTV o 9� �>0 O � O io (n ' N J N O i W o N 3N m Zl 0 �O 6 -o n n 0 O'n m = 11-1 a aoO-0E M • Km Z=ZW n -4 m n � a o n/� • / o mO N W UT a) 3 og N W 0 ° P. ;a nz ZG. 0 ' I 0 m:m D n m O Z m 0I g O oW Z N y -N z z 'aw Z > VI 0 Gz E: m m� y Z� 'i m a] ca a] a] 0000 SL C C C n>r.* 1 < Q amxa N 1 N� C•� 0 CD 00 =m 0 OTV o 9� �>0 O � O io (n ' N J N O i W o N 3N m Zl 0 �O 6 -o n n 0 O'n m = 11-1 a aoO-0E M • Km Z=ZW n -4 Elevation (ft.) °� z� O o • / o �• � N W UT a) r 0 ' I m:m 1 0I <r: z z :a L4 m LA 01 o �I N Ijf 0 j1 O O' ' • �' 0 O m I; o j _ 0 i' I. M CO ', O U i �p t0 W t0 t0 to N W 4� N O C� °� z� O o • / o �• � m z C� °� z� O o • / o �• � � m m m m m i m m m m m m m m m m m i A 2 �z SQUARE STADIA ROD � z X a, W N 8 6 g 8 v ( u �m m 7m m m m m 3O. N N>> 0 0 m m rr-- m r r r r m m r .r -r m < < m < D �O O 0 O � m -i 3= '.. p 7 .. 06- n > .p F c v 0 O Z Z > Z N N Z N 0 C xa O O ion < L4 O N 3. o m o W Z n O O W 3 Tn?!O a)o -i O z K m Om Om OD �r OC 2 �z SQUARE STADIA ROD Elevation z -P W N _ O aLn O ci v ( u �m m 7m v0 °OOj NCi N 3O. N N>> 0 0 771. X C 0000 0 :3 T. N O.0 9-0O NfND r .r -r ' Q mp m o N C 0, � y 0 m �p N �O O 0 O oa mN C, o oQOcD 3� 0rp to 3= '.. p 7 .. 06- n > .p F c v 0 O O m p=Nm m nj 00 y _�. 0 C xa O ion < L4 CD 3. o m o r Z n m 3 CD Tn?!O a)o -i O z K m Om Om OD �r OC 2 �z SQUARE STADIA ROD Elevation :E;u (ft.) Z Ln K - �p , m c0 ao A --IN �m g60 v� Maaoo 55m � m 0Z z m 4P U1 0) ao co ao co O z N w Elevation (ft.) O In 3m0 wwv tia-0 3-vm MME Om Imz r �I m Ui 8 U; N O N N i0 W c0 co (0 (0 N (A A Un O nrriD o ^ v ro `m' 01 � y 0 SON -n 0< �Om0 p Z < _ �x W �' Zz �Z z 0>z OZ03 o p r"v< m �— C -v co r^ cn o m (� m C n N n CD 0 V)_ " _ -i m z� Z� �m� _=mom p-� � No Z D- 0 —1 Z y a zw m —� Elevation (ft.) Wo: �p , c0 c0 c0 (0 N (A 4P U1 0) ao co ao co 771. 0000 r .r -r .. m c c c c i I m co; 0 C xa O; ion < L4 NO3? r Z n CD nv3cp m Ui 8 U; N O N N i0 W c0 co (0 (0 N (A A Un O nrriD o ^ v ro `m' 01 � y 0 SON -n 0< �Om0 p Z < _ �x W �' Zz �Z z 0>z OZ03 o p r"v< m �— C -v co r^ cn o m (� m C n N n CD 0 V)_ " _ -i m z� Z� �m� _=mom p-� � No Z D- 0 —1 Z y a zw m —� Elevation (ft.) �p c0 c0 c0 c0 (0 N (A 4P U1 0) ao co ao co 771. 0000 c c c c m co; 0 C xa O; ion < L4 NO3? Z n CD nv3cp m 00 O o M �� Ln M O NCID 3m OI - 0 m 00 mi oz z. -O!� lig (p = 0 7 i O _ i O n n m O Z CD aO z o r0 I Ut O o_ Q Q M Ui 8 U; N O N N i0 W c0 co (0 (0 N (A A Un O nrriD o ^ v ro `m' 01 � y 0 SON -n 0< �Om0 p Z < _ �x W �' Zz �Z z 0>z OZ03 o p r"v< m �— C -v co r^ cn o m (� m C n N n CD 0 V)_ " _ -i m z� Z� �m� _=mom p-� � No Z D- 0 —1 Z y a zw m —� rFigure 3F. Cross-sections (Upper Reach) F1 F -I i 1 14 � m M i! M� m �� i m M� m m m S i 77 m o r' r CD 0z ' D qf- �;0m II ZZ A / CDm OX C y Z1 0Z m .i /71 y/ _ d 1 r m m Z v ' Ol O A m m Oz 0 0 C_ 0 0 0 =z ?°- >>a ^+ Z3 o. 44h o --I Z �C m o mm ry � P J N r IZm Z -C D ,) a Z V± o o W m r m m Z v ' Ol O A m 0 0 N r m m Z v ' Ol O O r 1 1 As a part of the biological stream attribute assessment, a habitat field data sheet has been completed to describe the potential habitat and physical conditions of the stream. The habitat assessment measures characteristics associated with mature streams including bend angles, in -stream habitat features, substrate, bank stability measures, and vegetation parameters. The current year stream received a habitat assessment score of 81 out of a possible 100. The assessment gave high scores for pool variety, riffle habitat, bank stability, light penetration (Le. good shading), and riparian vegetation width. Medium scores were attributed to stable habitat, substrate type, and pool variety. The pre -construction stream received a habitat assessment score of 61 out of a possible 100. The reference stream received a habitat assessment score of 100 out of a possible 100. Completed stream habitat assessment forms describing the physical habitat characteristics present in the channel prior to construction and reference site sampling will be used for comparison with subsequent sampling dates. 2.2.2 In -Stream Flow An ISCO brand, continually monitoring stream gauge is located at the lower end of the stream culvert located in the roadway in the western portion of the Site. Data recorded for this monitoring year include water levels and velocity from January 11, 2003 to October 15, 2003. The yearly hydrograph is shown in Figure 5. The graph is punctuated by numerous small ' and large rain events which occurred regularly through the monitoring period. During monthly visits to the Site, many larger streams in the region including Pinch Gut Creek remained surprisingly low throughout the monitoring period. Average daily discharge at the stream gauge location was calculated at 0.58 cubic feet per second (cfs) and average hourly base flow (discarding peak flow periods) was calculated to be approximately 0.25 cfs. Bankfull velocities at the downstream invert approach 3.0 to 3.5 cfs. 1 1 1 2.3 EVALUATION OF SUCCESS CRITERIA Success criteria for stream restoration has been subdivided into three primary components: 1) successful classification of the reach as a functioning stream system; 2) channel stability indicative of a stable stream system; 3) sufficient hydrology to support a perennial stream, and 4) development of biological communities over time. Only the first two items will be addressed, with the hydrology and biological component appearing in subsequent sampling dates, when more data becomes available. For classification purposes, the stream supports an entrenchment ratio greater than 2.2 and a width/depth ratio less than 12. The channel exhibits high sinuosity (>1.5) and an average riffle slope between 0.004 and 0.006 (rise/run). The riffle substrate is dominated by fine gravel (D50: 2.9 mm). Therefore, stream geometry and substrate measurements under current conditions suggest a stable E4 stream type, as proposed in the mitigation plan. 1 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 06 J L m i CL m 0 L L cn LO L (puOOOS / 199J) AIPOIan cfl U') It co N T— O o a WE ce) 0 ti 0 N LO v N O LO I N N 00 (D d' N 00 C0 � N O (I00 -l) JOnO� 11 u 1 1 1 1 The as -built meander geometry and channel dimension relationships compare favorably with the emulated, stable E4 stream type set forth in the mitigation plan (Table 1). Based on pattern, dimension, profile, and substrate measurements depicted in Table 1 and Figure 3, current monitoring has demonstrated the stream geometry of the constructed stream has been relatively stable the past several years. 18 I 1 1 1 3.0 WETLAND HYDROLOGY MONITORING 3.1 MONITORING PROGRAM Seven continuous recording (RDS brand), groundwater gauges were located in the eastern portion of the Site to provide representative coverage and flow gradients extending through the riverine floodplain. The monitoring wells were installed in February 2002, a year following the completion of stream and wetland construction. Figure 6 depicts the approximate location of the monitoring wells. . Monitoring wells were installed and downloaded in accordance with specifications in U.S. Army Corps of Engineers', Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA-3.1, August 1993). The monitoring wells are set to a depth of approximately 48 inches below the soil surface. The data extending from January 1, 2003 to November 19, 2003 have been utilized in this Year 2 AMR, to cover the 2003 growing season. The growing season in Anson County is defined as the period between March 15 and November 19, or 249 days. Hydrological samples continue to be collected at twenty-four hour intervals. 3.2 MONITORING RESULTS The raw well data are depicted as hydrographs in Appendix C. A line intersection at 12 inches below the surface was used as the cut off for wetland hydrology, following the regulatory wetland criterion requiring saturation (free water) within one foot of the soil surface. Wetland hydrology criteria including maximum consecutive saturation days and percent of the growing season are summarized in Table 2. Five groundwater gauges were located within the wetland creation (W1, W2, W3, W4, and W5) and two gauges (W6, W7) were placed within the Pinch Gut floodplain adjacent to the slough to monitor hydrology in and around the restored slough. Success for wetland creation is based on the five gauges located within the creation area. In monitoring year 2, water levels within the wetland creation areas were at or above ground level through most of the growing season except for the typical late summer and autumn draw down period. Gauges located in the Pinch Gut Creek floodplain displayed the typical pattern of flooding during the early spring, followed by late summer and autumn draw down period, punctuated by peaks associated with precipitation events. The five groundwater gauges (W1 -W5) located in the wetland creation area exhibited similar hydrology with maximum consecutive saturation days ranging from 189 to 202 or 76 to 81 percent of the growing season. Gauges placed adjacent to the slough exhibited a significant increase from Year 1 to Year 2 with maximum consecutive saturation between 103 and 182 days or 41 to 73 percent of the growing season. 19 m � m m � � � � � m m m � � m ' � m P'� O No IW I "�'� \ moo° Y i -pN Z:j /oZ Fin IPA m F O ::i L n CD m a> Z �ZCM Z a m n� MO mc jo Z nOaDczZ=C) gr -Z 0Z 7o > m 1ZoE zDo OmmZO m o 0g CAI rnZ zw OP OD��ZmZOm zZZ=my D Z O O O Z DZM Q� n ..1 r5 ronCD KA N KA N m m g m n x A r CO r- o gZ z °i� -i> r -' � Z N ;D N m Q Z W o O " -- V) N m 0 C7 D O --1 W -i C z A O C)m Z Z M co D r O 0 t- O D 0 p .{ Z Z m r m F O ::i L n CD m a> Z �ZCM Z a m n� MO mc jo Z nOaDczZ=C) gr -Z 0Z 7o > m 1ZoE zDo OmmZO m o 0g CAI rnZ zw OP OD��ZmZOm zZZ=my D Z O O O Z DZM Q� n ..1 r5 ronCD W c cc 00 3 c O c c V y .N N C co Q C U O N O t fp m m 0 a� co c co N m N c i+a C 0 N L N .0 i— v N m 75 0 U OS N N W 3 c o (D � N U Co c O N F- 3 a) (U N 0 L � � . E E C 'L L3I "C c L cu rn rn c 0 +� o c V N W O c o J com 0-0 ` 0 c L _m En U) O R E<o 0 0 E co = Oc N N N c c Q N N N N SUo N N L L 2 O Q 2 0 0 2-0C W c cc 00 3 c O c c V y .N N C co Q C U O N O t fp m m 0 a� co c co N m N c i+a C 0 N L N .0 i— v N m 75 0 U OS N N W 3 c o (D � N U Co c O N F- 3 a) E E rn rn o O En U) 0 0 c c N N N N SUo N N L L 2 O Q 2 0 0 2-0C u N N N N N O Y O +' =3=1 =3 � � o coo m E E E E E E U o U c) 0(L)aoi t°i co aoi ami aoi CD c U cu CU N O3 N I- f0 V N V N c c c c c c 3 c 3 O O O O O a ., d ., . cu M M cu O v- N O r - N U U U U U C_ 2 _C � � O Q- o co N O3 T O3 -O -a N N N N N° N° o 3 N 3 3 3 3 a) o c c c c c c o° c o N N N N 2a) 2.s cu m cu (U cu .c cuL L O O O O O O O s c r+ = N %� O . co LO t0 c0 M Iv c O 0 ao ao I� G> y N ''L^^ L V ~ CL N O N � O w � O N N .-. 0 M i M L CL U) > G M :+ 00 d. 01 E d v N 'N NO NO CC) � O coN �y 0 N N r r r r r CA 0toG >C N w+ 0 0 :— CD E v R N o o o m CO to w m •x on 0 m m m m m co ch cc m n � U) c �O Z Q W c cc 00 3 c O c c V y .N N C co Q C U O N O t fp m m 0 a� co c co N m N c i+a C 0 N L N .0 i— v N m 75 0 U OS N N W 3 c o (D � N U Co c O N F- 3 1 3.3 EVALUATION OF SUCCESS CRITERIA Hydrological success criteria require saturation or inundation between 5 and 12.5 percent of ' the growing season during average climatic conditions. These areas are also expected to support hydrophytic vegetation. The groundwater data indicate that all gauge locations and corresponding physiographic areas achieved hydrological success criteria for 2003. Wetland tcreation areas exhibit wetland hydrology for at least 76 percent of the growing season. Figure 6 depicts wetland boundaries mapped using gauge data and corresponding hydrophytic vegetation signatures. Based on the mapping, approximately 1.7 acres of created wetlands reside within the 22.6 -acre site. 11 d 1 22 4.0 WETLAND VEGETATION MONITORING 4.1 MONITORING PROGRAM Quantitative vegetation sampling for the second year monitoring was carried out in September 2003. Four permanent sampling plots were established in October 2002, during the first year of monitoring, including three 600 -foot transects within planted areas (plots 1, 2, and 3) and one 300 -foot transect within the non -planted area (plot 4). The vegetation plots were established in a manner which best represented the entire site. The plot width along each transect extends 4 feet on each side of the tape, providing a 0.11 acre plot sample for the 600 -foot transects (600 feet x 8 feet/43560 feet/acre) and a 0.055 acre plot sample for the 300 -foot transect (300 feet x 8 feet/43560 feet/acre). The intermediate and end points of each plot were permanently .established with a labeled, green metal fence post that was spray painted bright orange. All woody species rooted within the plot boundaries were recorded. The four plots were separated into three categories based on community classifications presented by Schafale and Weakley (1990) and the planting status. The three categories include 1) Piedmont Alluvial Forest (plots 1 and 2: planted); 2) Piedmont Swamp Forest (plot 3: planted); and 3) Piedmont Swamp Forest (plot 4: not planted). The data was then used to obtain the total number and the relative percentage of each woody species per acre. The percentage of each species per acre in addition to the corresponding wetland status will be used to evaluate the success criteria (see Section 5.3). Vegetation sampling from plots 1 and 2 will be used to determine planting success of riparian areas associated with stream restoration. Wetland creation success criteria will be based on vegetation sampled in plots 3 and 4. Figure 7 depicts the approximate location of each vegetation sample plot and the planting plan. Complete species inventories can be found in Appendix D. A photographic record of vegetation plots are provided in Appendix E. 4.2 MONITORING RESULTS The vegetative communities within the mitigation area include Piedmont Alluvial Forest, Piedmont Swamp Forest (forested and logged), and Dry-Mesic Oak -Hickory Forest. The majority of the acreage within the mitigation area with the exception of the logged area has a well developed canopy and a shrub/tree layer (>1 inch DBH) composed of volunteer species that vary in abundance according to the landscape position and micro -topographical differences. A diversity of planted species (15 species) has survived within the planted portions of the mitigation area. 1 The Piedmont Alluvial Forest is dominated by mature loblolly pine (Pinus taeda), red maple (Acer rubrum), sweet -gum (Liquidambar styraciflua), and Chinese privet (Ligustrum sinense). Other prominent understory and sapling species include silky dogwood (Cornus amomum), willow oak (Quercus phellos), ironwood (Carpinus caroliniana), deciduous holly (Ilex decidua), green ash (Fraxinus pennsylvanica), winged elm (Ulmus alata), and blackberry (Rubus argutus). Herbacous vegetation within this area is currently dominated by microstegium (Microstegium vimenium) and poison ivy (Toxicodendron radicans). 1 23 �►:■:....��..� \ �''IFS-\F ! t t t E - pcttic. t c t' 11 t t t V nn to 0 r Z z� D• o ^' Za Om Mm Q cn :* c o y C r Z � g v 2 O ;u m T --i m M m �Z 'i < N 0 > r Z O O p z m m m m < m :j o D z >o z o Ul o 0o 07 0 I+ I+ I+ pm Ln n E Omm2 r ra ZOE mD o CD m < A 0 m �• -q -4 o 0 0 m o 2 m .. n NOZZ v z A NN 0 0 0 0 Z < f < nn to 0 r Z z� D• o ^' Za Om Mm Q cn :* c o y C r Z � g v 2 O ;u m T --i m M m �Z 'i < N 0 > r Z O O p z m m m m < m :j o D z >o z o Ul o 0o 07 0 I+ I+ I+ pm v a In as 4 �O0 < '1>04 Omm2 r ra ZOE mD D Zy X x'pQqr "t m 0 -� m �• Az N m LA < v < f < 0 rn G) z m o _ m DD m N D O (A D M C7 v -i < � to O o m � O P� N c � Z N < 0 m f ` I o K -q � to O 0 D � 3 * m m m 3 N � 0o Z C O 0 m O N vy ao rD N La _Z A < c0 Z z z v o m N o w U 07 V I+ I+ I+ t N 01 I+ r m G) Z v v a In as 4 �O0 < aZO 0 Z O Omm2 r ra ZOE mD a�3m Zy Z=Zy "t m 0 -� N 01 I+ r m G) Z v m LA O f < 0 _ Z rr- f0 l D O -0 m v -i < � m -Di -Di 0 n n 0 � O o 0 0 C- ;m o 0 Wo � to �> 0 DO b Z * m z 0o Z O O N vy ao rD N La A < c0 Z z z v o a r O c z (A N 01 I+ r m G) Z v m LA O 0 N 01 I+ r m G) Z v t The area of mature Piedmont Swamp Forest, that was not planted, is dominated by red maple, green ash, and Chinese privet. In addition, this area is composed of species including cherrybark oak (Quercus pagoda), loblolly pine, willow oak, and ironwood. Herbaceous vegetation is sparse within this area. A portion of the Piedmont Swamp Forest has been clear-cut and is vegetated by a combination of planted and volunteer species. The dominant species within this logged area includes red maple, Chinese privet, green ash, sweet -gum, and blackberry. Additional species include loblolly pine, willow oak, and cherrybark oak. This area also contains numerous herbaceous species including sedges (Carex spp.), rushes (Juncus spp.), flatsedges (Cyperus spp.), wool grass (Scirpus cyperinus), broad -leaf arrowhead (Sagittaria latifolia), and water -plantain (Alisma subcordatum). The planting plan was modified slightly to accommodate changes in as -built stream and wetland creation areas. A logged portion of the Site was included in a supplemental planting in March 2002. Of the 24 -acre mitigation site, a total of 5.2 acres within the Piedmont Alluvial Forest and the Piedmont Swamp Forest was planted at 435 stems/acre. An additional 0.8 acres of stream -side assemblage area was planted at a density of 680 stems/acre. A total of 33 woody species, both planted and volunteer were surveyed. The top 8 species for the second year of monitoring include Chinese privet, red maple, sweet -gum, green ash, silky dogwood, loblolly pine, willow oak, and ironwood. The total stocking level averaged across the Site is 3960 stems/acre. Chinese privet, red maple, and sweet -gum account for approximately 58 percent of the total number of stems surveyed. During the first year of monitoring, establishment of planted seedlings on moist sites appeared to be good. Moderate mortality to planted upland seedlings and live willow stakes was observed. Early season drought was suspected as the primary cause for the seedling mortality. During this second year of monitoring, moderate mortality occurred reducing the total number of trees per acre within the entire mitigation area; however, the majority of the reduction resulted from the loss of species not sufficient for a jurisdictional wetland determination. The loss of several species reduced the characteristic tree species for vegetation success criteria including bitternut hickory within the Piedmont Alluvial Forest, ironwood within the Piedmont Swamp Forest (planted), and American elm within the Piedmont Swamp Forest (not planted). However, several species have increased in number per acre over the second year including ironwood and sweet -gum in the Piedmont Alluvial Forest, and red maple, green ash, sweet -gum, and willow oak in the Piedmont Swamp Forest (not planted). The increase in these species is due to the establishment of new seedlings produced from established trees within these areas. 4.3 EVALUATION OF SUCCESS CRITERIA Success in the restoration of wetland vegetation includes the establishment and maintenance of a species composition sufficient for a jurisdictional wetland determination. Additional success criteria include a minimum mean density of 320 characteristic tree species/acre surviving at least three years after the initial planting. At least five characteristic tree species must be present, and no species can comprise more than 20 percent (64 stems) of the 320 stem/acre total. Softwood species (ex: loblolly pine, black willow) cannot comprise more than 10 percent (32 stems) of the 320 stem/acre requirement. 25 ' Tables 3 to 5 depict the number of trees/acre by species that can be applied to the 320 trees/acre criterion for each of the three categories, 1) Piedmont Alluvial Forest, planted; 2) ' Piedmont Swamp Forest, planted; and 3) Piedmont Swamp Forest, not planted. The 521 trees/acre, 465 trees/acre, and 384 trees/acre totals, for the second year of monitoring for the above mentioned categories respectively, exceed the 320 trees/acre requirement stated 1 in the monitoring plan. In addition, the number of characteristic wetland species identified totals 11, 9, and 6, respectively for the three categories, exceeding the five species diversity minimum stated in the monitoring plan. Therefore, current stocking levels for the second tyear of monitoring satisfy the vegetation success criteria. 0 26 a I� N C C1 co a I� N C C1 �a �L N L = ca Q N ' O �Nu-E a I� N V i C1 N �L N L = ca Q N ' O �Nu-E C d -r Cl) 9+ N O Eu - 70 L 0 d = ' > a V tm m C a I� N N C O f!1 a I� N N N 0) d d =- 3 0 :E: O O co r- d' (0 O Un -T c0 Q Z LO � C0 (0 d' C0 LO O Ln d' c0 N lQ N LO _ i Q R F— > W d0) L L �a o LO Lo Q LO o t LO 0) d N O N Z d Lf) r. O I— N L d t) O v � tv 0) N N C. 3 d1 = O O 1-- N v- O 't O 't O 't"t O O W V C0 dr C0 moi' Q Z d' M N W N p +•+ U c0 N _ L Q � ~ >> d i L F- Q 04 O Fl- LOL OD co O ti N d Q to 00 o N N ~ O O O co Z r CD N 0) O H co U CO Eco Z L O n3 a a C co Ei �.� U a a O O Co a) d ZDD= U O U CO y OOQ)z h co co z N CO i x ::3 N co U U N L Ri co Q) O Z m H (D R Y O p C p U O EL N O O _0O E 3 0 -0 (6 (D +�' °' 2 U (D U )) x0 m Y Y N a� m UN L- E to U Q 0 U) � .0 •U E Q Q 7 to N E -a-0 N EU < E U c6 X N U) E m E o N E +O•• N .I -- L: L: U M U N -CO c N 0 (6 O N a U N 2 N v E •� 0— E Q) -0 0-O (D U N U) N , M o U N off-.. Q M N -072 O O N O o N U L O o t �Z— m� u) E U _ 0 E E 'cn oN i U (n O O N N •U M (6 cB L Q in Co (� 0 L o -C o 3 U O !n +' N E 0) O � 000 O L .E _ 4) O -0 4- ,N E O o Au C: a) JOL) 4; E 2 i 0 C U cu aDCl) �o V E 7 N U fn C U U U O O N O O_ 0 8 o70 O N o O'� o U i E N N O `' c -- in LL C) inLLU 11 r co G Rf C �a i ift w s 4) .L.4w -0 R cn E i F- N O a• •i ++ E u - i tmc s> r O U L Q y E 0 d -M C O N C Q N N � 41 d t/1 O d Lo O 00 q "T V lC� Q• 3 d= O (0 v Z O Z c0 (0 (c) O N p V N F- > W dd L L V M O to Q N QLO co 00 M V L N , L Z M Z 00 `- r N N 41 O CL I•- N N Q " V N '_ (D d U) N O d Q d ti Q Q d V o N Q. 3: 4) : N O Z a7 Cc) N (0 Z Z (0 (0 (0 N_ la V L � � '••• > w dd L i- 0 N r Q00 Q9T Q Cc) to O 00 d N O Z O) N cN - Z Z r M M r 0 CL I•- d n3 U � cu tiz R > N N Z C tiwz N o G m :ir E 03 m 10- N co co N U � Co N d i .� U to h 3 Q E O N CO co CO j•� p f Q o0 U LL =' C� C'1 C'1 Ci 0 d Z — Y Y O E E YL Co co �Ocoa O c O O ECU O U (D O O0 . E to o Q o�;�;N E Q Q >, E U E U U to •X (n N E(dE,� L E n N N C N _0 N O E M O +% C N a) a) U 5 o E LD (0 N N U u'V (n 4) Q EQ0<n a) N N N cn -a M O OO Q) rL N0 -r- > , r-3, W p 'E O . N .� o � U L O X Or 4- 4 O O + N O O E0t'E V Ems' c O= O 'E N a O N a� n °� m cn0o�M O (v io O M U (D CL U) U E5 O O U O (n o t6 N E (v o •N O O0 0 U = M - O N � �O NU i (0 C (D (n N -o E E��0-0- O N N O N �UE� O C U (0 c � - N (n 'L 4) a) U (n OO Q N a co U .«U-. U O w a in O O•C— N « � c U) U 0 (n izN a L-� cn LL C) < 1 N 1 r. Cc � ZA 1 a cu 00 0 1 co O a.+ 1 H Np N a; o� 0 OLLLL L CL O E dc G 1 L. U Cl) ' r O -02 N y CLC O O(0 t/1 1 N N 00 0 L 'L N O Cl) Q rL O(0 CO CO Z 0 m 0 Z M �v N 07 ~ > d V L C7 00 r N (D00 Z N M Z M O d 0 rte. d V d 7 CL 3 N O o ti o co d o V co m co m d co N N > y N �aW v V LL r n cn d d L h- Q O N LO M M0N0 ti co CD N 10 N N N M r d O CL H Uca 03 % . m 1 CO cu Z o a .2 p cz N co (DCo O ,U E U N N Q U J C'1 c a) t0 O O O N O U) w 7 E :3(0 Y i CU c E Co O O O O (B O 33 a� o O a) Da -0 3: •3 v E Q o N N Ui U U E QQ� U) U) U EU a) E :3 U U N a) L E m' E N t N 2 a n, c LU M -0 U) a)�CU t-- 0- C = U) N U N C UU) E .2 N w 0 U N 6 a) ��oN -(D w N Cl) _0 M N N OL "J co 3 ::- a) 4- � -0O 'rte'. N L o (4 C X LO O v - (D O O in C =3 t3 O E 0 � E «� �E-L-� U 2 0 , •- O U i a)a)ON N U1 N (II -0U) O O 7 m N Ncu O N M Q Q) N U � U1 UO co �O 0 Loa) 0 a) — N N 0 O N w E -0 U O o -c .N co °cuCa)U) N `' C a) a) U E Q 0. N N O N 'O U E r �5 N U (0 in = - LU) ' L r) U 'V a) cu Un O a) a L a)" -O cn U a) -0 .2 U a 0 i00 -c: a) ME co 0 .0 a� aEi avL L < 1 1 5.0 SUMMARY The Year 2 AMR (2003) data indicate that the Anson Waste Management Facility Stream and Wetland Mitigation Site achieved regulatory success criteria for stream geometry, wetland hydrology, and vegetation for the second year of monitoring. Functional attributes 1 exhibited include long term surface water storage, energy dissipation, retention of nutrients and particulates, and establishment of characteristic stream and wetland plant and wildlife populations. The created wetland areas appear to support hydroperiods and successional ' patterns conducive to establishment of wetland forested habitat. The results also indicate that current Site conditions meet or exceed the mitigation requirements for both stream length and wetland acreage, as projected by the mitigation plan. The mitigation project initially required compensatory mitigation for impacts to 1085 linear feet of stream channel (stream area of 0.07 acre) and 0.49 acre of wetlands. The detailed mitigation plan outlined strategies designed to compensate for these stream and wetland impacts included stream reconstruction and restoration along approximately 2040 linear feet and 0.98 acre of net wetland creation. ' The current constructed channel geometry and substrate compare favorably with the emulated, stable E4 stream type established on reference (relatively undisturbed) stream reaches and as set forth in the mitigation plan. The current monitoring has demonstrated that the pattern, dimension, and profile of approximately 2800 linear feet of Priority 1, E4 1 stream restoration have remained stable over the course of the second year. The groundwater gauge data for the created wetland area indicate that hydrology success criteria have been achieved. Currently, approximately 1.7 acres of succeeding forested wetland habitat occur on the Site. This represents more than 0.7 acre of net vegetated wetland restoration gain over the original amount of compensation set forth in the mitigation plan. Additionally, approximately 0.8 acre of open water backwater slough has been restored to historic hydrologic conditions and approximately 5.8 acres of wetlands have been enhanced/preserved within remaining portions of the Site. The current vegetation surveys reflect conditions typical of mid -successional forest development on disturbed floodplain and side slopes in the Piedmont. Early- to mid - successional forest tree species adapted to these conditions include black willow, sweet - gum, red maple, green ash, and river birch. Improving soil properties, increased shading, and more mesic conditions will favor mast producing elements such as oak and hickory to become established in sufficient quantity to develop into a characteristic floodplain bottomland hardwood assemblage. The variable hydrologic regime found across the Site will promote diverse wetland community patterns across the site and will consequently enhance ' opportunities for wetland dependent wildlife. Vegetative data also indicate that the wetland creation areas support species typical of bottomland hardwood communities at densities sufficient to meet jurisdictional standards. � 30 ' 6.0 APPENDICES Appendix A: Monitoring Plan ' Appendix B: Biological Monitoring Data Appendix C: Groundwater Gauge Hydrographs Appendix D: Vegetation Plot Data ' Appendix E: Photographic Record of Vegetation Plots 1 1 1 1 1 31 APPENDIX A Monitoring Plan (Excerpt from the Monitoring Plan, August 2000) 1 1 r 1 i [I �J ' 2.0 MONITORING PLAN The Monitoring Plan consists of a comparison between reference and restoration areas along with evaluation of jurisdictional wetland criteria (DOA 1987). Wetland monitoring will entail analysis of hydrology and vegetation development. Stream monitoring will include M assessment of channel stability and biological attributes. Monitoring of restoration efforts will be performed for 5 years or until success criteria are fulfilled. Ci C� 2.1 Wetland Hvdrologv After hydrological modifications are performed, continuous monitored, surficial monitoring wells will be installed in accordance with specifications in U.S. Army Corps of Engineers' (USACE), Installing Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA- 3.1, August 1993). Monitoring wells will be set to a depth of approximately 48 inches below the soil surface. All screened portions of the well will be buried in a sand screen, filter fabric, and a bentonite cap to prevent siltation. The recording device will be placed above the projected depth of inundation from overbank flooding (based upon elevations that do not exhibit evidence of recent wrack or silt lines). The wells will be stabilized by reinforcing steel bar (re -bar). Seven monitoring wells will be installed in restoration areas to provide representative coverage within each of the physiographic landscape units depicted in Figure 3. Hydrological sampling will be performed by the automatic sampling device on a daily basis throughout the year. Well data will be downloaded from the device on an average, 2 month interval. 2.2 Hydrology Success Criteria Hydrology success criteria comprises saturation (free water) within 1 foot of the soil surface for a minimum of 5% to 12.5% of the growing season, under normal climatic conditions. This hydroperiod translates to saturation for a minimum, 13 -day to 28 -day consecutive period during the growing season, extending from March 28 through November 3 (USDA, unpublished). 2.3 Wetland Vegetation Monitoring procedures for vegetation are designed in accordance with EPA guidelines presented in Mitigation Site Type (MIST) documentation (EPA 1990). The following presents a general discussion of the monitoring program. Vegetation will receive cursory, visual evaluation during periodic download of monitoring wells to ascertain the general conditions and degree of overtopping of planted elements by weeds. Subsequently, quantitative sampling of vegetation will be performed once annually during the fall for 5 years or until vegetation success criteria are achieved. Permanent, randomly placed plots will be established at representative locations in the wetland restoration areas. Each plot will consist of circular or transect plots, dependent upon site conditions encountered within each wetland restoration area. Circular plots will typically extend for a 37.2 -foot radius, encompassing a 0.1 acre land area. For transect plots, two r300 -foot transects will extend from a central origin. The plot width along the transect will extend 4 -feet on each side of the tape, providing a 0.11 acre plot sample at the location. i Four plots will be established to provide a 25 percent sample and a depiction of tree species available for expansion within wetland restoration areas of the Site. In each plot, tree species and number of stems will be recorded and seedling/sapling/tree height measured. ' Tree data from all plots will be combined into one database to calculate an average density, by species, represented in restoration areas of the Site. In each plot, presence/absence of shrub and herbaceous species will be recorded. A wetland data form (DOA 1987) will be completed to document the classification and description of vegetation, soil, and hydrology. 2.4 Vegetation Success Criteria Success criteria include the verification, per the wetland data form, that each plot supports a species composition sufficient for a jurisdictional determination. Additional success criteria are dependent upon density and growth of "Character Tree Species". Character Tree Species are identified through visual inventory of an approved reference (relatively 1 undisturbed) wetland community used to orient the restoration project design. All canopy tree species identified in the reference wetland will be utilized to define "Character Tree Species" as termed in the success criteria. An average density of 320 stems per acre of Character Tree Species must be surviving in P 9 the first three monitoring years. Subsequently, 290 character tree species per acre must be 1 surviving in year 4 and 260 character tree species per acre in year 5. Planted character tree species (oaks, cypress, and tupelo gum, etc.) must represent a minimum of 30 percent of the 1 required stem per acre total (96 stems/acre). Each naturally recruited character species may represent up to 10 percent of the required stem per acre total. In essence, 7 naturally recruited character species may represent a maximum of 70 percent of the required stem/acre total. Additional stems of naturally recruited species above the 10 to 70 percent thresholds are discarded from the statistical analysis. The remaining 30 percent is reserved for planted character species (oaks, cypress, tupelo gum, etc.) as a seed source for species maintenance during mid -successional phases of forest development. If vegetation --success criteria are not achieved based on average density calculations from 1 combined plots over the entire restoration area, supplemental planting will be performed with tree species approved by regulatory agencies. Supplemental planting will be performed as needed until achievement of vegetation success criteria. No quantitative sampling requirements are proposed for herb and shrub assemblages. Development of a forest canopy over several decades and restoration of wetland hydrology will dictate success in migration and establishment of desired wetland understory and groundcover populations. r ' 2.5 Stream Stabilit A selected stream reach, extending for a minimum of 300 feet along the constructed channel, will be monitored for physical geometry and in -stream flow. Phvsical Geometry ' Annual fall monitoring will include development of a channel plan view, channel cross- sections on riffles and pools, and pebble counts. Data to be generated will include: 1) cross- sectional area; 2) bankfull width; 3) average depth; 4) maximum depth; 5) width/depth ratio; 6) meander wavelength; 7) belt width; 8) sinuosity; and 9) stream substrate composition. The stream will subsequently be classified according to stream geometry and substrate (Rosgen 1996). Significant changes in channel morphology will be tracked and reported by ' comparing data in each successive monitoring year. In -Stream Flow ' In -stream flows will be measured through placement of a continuous monitoring, stream flow gauge within the constructed channel cross-section or bankfull channel culvert. The gauge will be capable of recording stream stage (ft), velocity (ft/second), and discharge (cubic feet per second, CFS). The data will be reported as peak daily flows for channel velocity (ft/second), discharge (CFS), and stage in tabular and graphic format. As designed, the ' gauge will not record flow data associated with overbank flows that are distributed across the restored floodplain surface. 2.6 Stream Stability Success Criteria Success criteria for stream restoration will include: 1) successful classification of the reach as a stable stream type (Rosgen 1996) and 2) channel geometry changes indicative of a stable stream system. The channel configuration will be compared on an annual basis to track changes in channel geometry, profile, and substrate. These measurements will be utilized to assist in determining the success in restoring stream channel stability. Specifically, the channel will be successfully classified as an E stream type including a bank/height ratio less than 1.1, an entrenchment ratio greater than 5, and a bankfull width/depth ratio less than 12. The field indicator of bankfull will be described in each monitoring year and indicated on representative channel cross-sections. The bankfull- channel -may also be predicted from stream gauge data and compared to bankfull indicators starting in the third year of monitoring. Modifications to the channel will be performed to increase or decrease the sediment transport capacity, reduce sediment loading from the upper watershed, or adjust other attributes as needed. If the stream channel is widening due to bank erosion, additional bank or slope stabilization methods will be employed. 2.7 Stream BioloAy The in -stream, biological monitoring program will follow procedures established in DWQ's, Interim, Internal Technical Guide: Benthic Macro -invertebrate Monitoring Protocols for ri Compensatory Stream Restoration Proiects (DWQ 2000). Benthic macro -invertebrate samples will be collected using the Qual-4 collection method. This procedure is preferred for 1St and 2nd order streams with catchments of less than 1 square mile in the Sand Hill region. All biological samples will be collected during the summer months (June -September). Monitoring locations will be permanently marked and will extend for approximately 300 linear feet along the designated reach. Collection and taxonomic analysis of benthic macro - invertebrates will be performed by a certified DWQ company/laboratory. Collected animals will be identified to the lowest taxonomic level possible. During each sample event described below, Stream Habitat Assessment Forms will be prepared that describe physical habitat characteristics that were present in the channel (DWQ 2000). Collection procedures and processed biological samples will be available for review by DWQ biologists, including annual reports summarizing the data in the fall of each year. The monitoring program includes: 1) a statement of biological objectives for stream restoration; 2) reference reach (target) sampling; 3) impacted stream reach (base -line) sampling; and 4) restoration reach sampling. ' Biological Objectives of Restoration The goals and objectives of stream restoration are to convert a linear dredged channel into a moderate to highly sinuous stream. The existing, dredged channel is entrenched with 1 floodplain benches consisting of eroded banks along the incised channel. As a result, stream restoration is expected to provide the following biological benefits: 1) Increase the abundance of pool habitat; including deep water and bank overhang shelters. 1 2) Increase the abundance of riffle habitat (higher velocity flow over coarser substrate). 3) Provide connectivity to aquatic organisms between the restored floodplain habitat and in -stream habitat during more frequent overbank floods. 4) Increase the diversity of stream substrates by transitioning flows from riffles to pools within each meander wavelength. 5) Reducing bank erosion and substrate homogenization (fining of the stream substrate) relative to existing conditions. The stream bed is expected to change from a silt dominated substrate to a coarse sand dominated substrate over time. 6) Increase the abundance of coarse woody debris in the channel. 7) Increase potential for colonization and expansion of benthic macro - invertebrate feeding guilds for intolerant orders (Ephemeroptera, Plecoptera, Trichoptera [EPT]) such as mayfly (Alentrella sp., Baetis sp.), stonefly (Allocapnia sp., Isoperla sp.), and caddisfly (Cheumatopsycue sp., ' Hydropsyche sp.). Diagnostic species utilized to assess benefits to biological habitat will be discerned from reference reach sampling. i i Reference Reach (Target) Sampling A reference reach will be sampled to provide a characterization of taxa present within relatively undisturbed streams in the region that supports a similar drainage area (< 0.3 square mile). The reference sample will be collected within headwater reaches of Flat Creek, located on Fort Bragg, in Cumberland County. This reference reach and associated drainage area is unlikely to be impacted by development within the military base over the next several decades. In addition, this reference reach has been utilized to establish stream geometry for reconstruction. The monitoring location will be positioned along a transitional zone from intermittent to perennial stream, including a drainage area of less than 0.3 square mile. Along with Stream Habitat Assessment Forms, the results of the reference sample will be used to generate a taxa list of relative abundance, to assess diagnostic (target) taxa, and for future metric calculations and subsequent evaluation of findings. Impacted Stream Reach (Base -Line) Sampling Base -line (pre -project) sampling within the impacted stream reach will be performed prior to disturbance. A taxa list of relative abundance and Stream Habitat Assessment Form will be ' compared to reference reach data and restoration reach data to assess existing conditions and compile a list of taxa currently available for expansion into the reconstructed stream. ' Restoration Reach Sampling Restoration reach sampling will be performed annually for a minimum of 3 years, starting one full year after the impacted stream is disturbed and the restoration reach established. As tdescribed above, a taxa list of relative abundance and Stream Habitat Assessment Form generated for the restored reach will be compared to reference reach and impacted reach data in tabular format. The comparison will depict the taxa that are colonizing the reconstructed channel relative to target and pre -project conditions. ' 2.8 Stream Biology Success Criteria Success criteria associated with biological monitoring will follow procedures established in DWQ's monitoring protocols (DWQ 2000). Success criteria may be modified based on ' future, quantitative protocols established by DWQ. In general, Stream Habitat Assessment Forms will be utilized to verify functional replacement of in -stream, aquatic habitat. Summary statistics will be used to verify the process of colonization by diagnostic taxa, including a ' potential trajectory from base -line conditions towards target conditions over time. The baseline sample, collected within the stream reach to be impacted by landfill ' development, will establish the functional capacity of the existing stream and will denote base -line conditions for restoration efforts. The target sample, collected within the reference (relatively undisturbed) stream reach, will establish the best -case conditions and ultimate, ' long term goal for the restoration project. Success criteria will include evidence that the restored stream reach meets or exceeds the ' base -line biological condition. Summary statistics within the restored reach will be used to verify that species diversity meets or exceeds diversity within the impacted stream. In i ' addition, colonization patterns and development of aquatic habitat over time will exhibit a trajectory towards reference reach conditions in each successive monitoring year. ' 2.9 Report Submittal An Annual Wetland Monitoring Report (AWMR) will be submitted to USACE and DWQ at the ' end of each monitoring year. The AWMR will depict the sample plot locations and include photographs which illustrate site conditions. Data compilations and analyses will be presented as described in Sections 2.1 through 2.8 including graphic and tabular format, ' where practicable. Success criteria will be interpreted based on quantitative data described above. In the event that success criteria are not achieved, methods for contingency or remediation will be recommended. i APPENDIX B Biological Monitoring Data 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 fl 3/01 Revision 6 Habitat Assessment Field Data Sheet Mountain/ Piedmont Streams Biological Assessment Unit, DWQ OTAL SCORE Directions for use: The observer is to survey a minimum of 100 meters of stream, preferably in an upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form, select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics. �SOYI Stream's % �+� Location/roa ://(Road Name )County Date CC# Basin�(�_i4'� Subbasin Observers) Type of Study: ❑ Fish 0- enthos ❑ Basinwide ❑Special Study (Describe) Latitude Longitude Ecoregion: ❑ MT ❑ P ❑ Slate Belt ❑ Triassic Basin Water Quality: Temperature DO i'� _mg/1 Conductivity (corr.),,5jimhos/cm pH" Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what you see driving thru the watershed in watershed land use. Visible Land Use: ��_%Forest %Residential %Active Pasture °/ Active Crops R'd%Fallow Fields % Commercial %Industrial %Other - Describe: C Watershed land use : ❑Forest ❑Agriculture ❑Urban ❑ Animal operations upstream 4&VA11 Width: (meters) Stream Channel (at top of bank)--L—Stream Depth: (m) Avg ©.3 Max&.! ❑ Width variable ❑ Large river >25m wide Bank Height (from deepest part _of�channel (in riffle or run) to top of bank): (m)('a Bank Angle: ° or ETNA (Vertical is 90°, horizontal is 0°. Angles > 90° indicate slope is towards mid -channel, < 90° indicate slope is away from channel. NA if bank is too low for bank angle to matter.) ❑Deeply incised-steep,straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment ' ❑Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock ❑Excessive periphyton growth ❑Heavy filamentous algae growth ❑Green tinge ❑Sewage smell Manmade Stabilization:)6N ❑Y: ❑Ri -rap, cement, gabions El Sediment/grade-control structure ❑Berm/levee Flow conditions: ❑High ❑Normal Low ' Turbidity: ❑Clear ❑ Slightly Turbid ;Turbid ❑Tannic 0Milky ❑Colored (from dyes) Weather Conditions: Photos:N ❑Y ❑Digital 035mm •- f110t cv . j 1 Remarks: I' n 41 1 LI u li I. Channel Modification Score A. channel natural, frequent bends........................................................................................................ B. channel natural, infrequent bends (channelization could be old) ...................................................... 4 C. some channelization present.............................................................................................................. 3 D. more extensive channelization, >40% of stream disrupted............................................................... 2 E. no bends, completely channelized or rip rapped or gabioned, etc ..................................................... 0 ❑ Evidence of dredging ❑Evidence of desnagging=no large woody debris in stream Gtanks of uniform shape/height Remarks Subtotal II. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If >70% of the reach is rocks, 1 type is present, circle the score of, 17. Definition: leafpacks consist of older leaves that are packed together and have begun to decay (not piles of leaves in pool areas). Mark as Rare, Common, or Abundant. . Rocks —k-Macrophytes ASticks and leafpacks Snags and logs *Undercut banks or root mats AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or >70% 40-70% 20-40% <20% III. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) look at entire reach for substrate scoring, but only Score Score Score Score 4 or 5 types present ................. 20 16 12 8 3 types present ......................... 19 0 11 7 2 types present ......................... 18 14 10 6 1 type present ........................... 17 13 9 5 N t 0 2. embeddedness>50%............................................................................................................ 4 D. substrate homogeneous o types presen ....................... IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or ❑ No woody vegetation in riparian zone RemarksUS at lfwl V1Et`' 11, Subtotal_ (01 UTAI� III. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) look at entire reach for substrate scoring, but only look at riffle for embeddedness. A. substrate with good mix of gravel cobble and boulders Score 1. embeddedness <20% (very little sand, usually only behind large boulders) ......................... 15 2. embeddedness 20-40%.......................................................................................................... 12 3. embeddedness 40-80%.......................................................................................................... 8 4. embeddedness>80%............................................................................................................. 3 B. substrate gravel and cobble 1. embeddedness<20%............................................................................................................ 14 2. embeddedness 20-40%......................................................................................................... 11 3. embeddedness 40-80%....................................................................................................... 6 4. embeddedness>80%............................................................................................................ 2 C. substrate mostly gravel 43 1. embeddedness<50%............................................................................................................ 08 2. embeddedness>50%............................................................................................................ 4 D. substrate homogeneous 1. substrate nearly all bedrock................................................................................................... 3 2. substrate nearly all sand........................................................................................................ 3 3. substrate nearly all detritus.................................................................................................... 2 4. substrate nearly all silt/ clay..................................................................................I................ 1 Remarks Subtotal IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in large high gradient streams. A. Pools present Score 1. Pools Frequent (>30% of 100m area surveyed) a. variety of pool sizes............................................................................................................... 61 b. pools same size (indicates pools filling in)............................................................................ 8 2. Pools Infrequent (<30% of the 100m area surveyed) ' a. variety of pool sizes............................................................................................................... 6 b. pools same size...................................................................................................................... 4 B. Pools absent........................................................................................................................................... 0 Subtotall ❑ Pool bottom boulder-cobble=hard ❑ Bottom sandy -sink as you walk Silt bottom ❑ Some pools over wader depth 43 1 1 1 1 1 1 1 1 1 1 i 1 i 1 i 1 1 1 1 0 Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream. s 45 Page Total TOTALSCORE� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BENTHIC MACROINVERTEBRATES COLLECTED FROM ANSON COUNTY STREAM MITIGATION, FEBRUARY, 25, 2003. SPECIES T.V. F.F.G. ANSON CO ANNELIDA Oligochaeta *1 CG Haplotaxida Naididae *8 CG 1 ARTHROPODA Crustacea Cladocera Daphnidae Ceriodaphnia sp. 1 Isopoda Asellidae *8 SH Caecidotea sp. 9.11 CG 1 Amphipoda Crangonyctidae Crangonyx sp. 7.87 CG 17 Insecta Odonata Coenagrionidae *9 P Enallagma sp. 8.91 P 3 Corduliidae *5 P Somatochlora sp. 9.15 P 2 Diptera Chironomidae 5 Chironomus sp. 9.63 CG 62 Conchapelopia sp. 8.42 P 9 Polypedilum illinoense 9 SH 17 Rheocricotopus roBacki 7.28 CG 2 Zavrelimyia sp. 9.11 P 3 Culicidae *8 FC 1 Simuliidae *6 FC Simulium sp. 6 FC 3 Tipulidae *3 SH Hexatoma sp. 4.31 P 1 TOTAL NO. OF ORGANISMS 128 TOTAL NO. OF TAXA 15 EPT TAXA p BIOTIC INDEX 8.97 Pennington and Associates, Inc. Page 1 of 1 ecoscienceansonco 12/15/2003 i 1 1 APPENDIX C Groundwater Gauge Hydrographs 11 I' 1 t t t 1 t t 1 1 11 1 t t t 4— CD O V6.0 C44 . � N U) O — V � O U) c >N dam' M M N N N 't 0 w CO O V m N CO O ' ' N N N cM cM (u!) ujdaa j9jeAA 0 N OO N N N (a 0 > gL jagweA uoseas u!MOJO;o pu3 I 0 Z o CL a) co cm Q Q Q 9 Iijdy - u s as 6ulmo ;o %u9•Zl LZ 4oJeW u seas 6uiaE);o %g I M 5L yaeW - o eas 6ulm JO jo lie;s N UL c t6 dam' M M N N N 't 0 w CO O V m N CO O ' ' N N N cM cM (u!) ujdaa j9jeAA 0 N OO N N N (a 1 t 1 1 fl 1 t t 1 t t El 00 w 00 LO LL lqt Cn N O Cp N 00 d O CO N o0 d O It oO N Co O ,4P W N CO O (m) yldaa jalaM 0 6L jegwano oseas ulmoj9 Jo pu3 Z 0 C. U) Q 5 co Q 96 Judy - as 6uimo ;o %g -Z l I LZ 4ojeW - seas 6ul OJE);o %g I C%3 9 L 4oieW - eas 6uimtjojo Bels N c N I I O Cp N 00 d O CO N o0 d O It oO N Co O ,4P W N CO O (m) yldaa jalaM t t F -'l t 1 11 1 t 1 t El 00 W O) LO LL d' C� M O 0 N O L O CO N 00 Ch OO N COO S O N CO O CV C? M IT (u!) ujdaC] jalaM 0 N OO N N N N fa I 0 gjegweno 4 uoseas uiMaO;o pu3 Z 0 Q cm cu Q Q ................................................. 9l Qidy ..... - u . s 9s uimo.j do %9'Z 6 ................. B LZ 4oaeW u seas Bul OJE) Jo %q I cc 9 L 4o eW - do ens BuiMTJo jo liens U- c I I O 0 N O L O CO N 00 Ch OO N COO S O N CO O CV C? M IT (u!) ujdaC] jalaM 0 N OO N N N N fa 1 I 1 i t 1 1 t 1 t t 2 00 W 0) LO LL It Cn d - >N O 0 N w O 0 N w IT O 't T N 0 O '' m N 0 O d M M N N N ' r N N N M M q (u!) uldaa jalaM N O N N N N (6 w I t 1 1 1 1 t W W 0) LO U - d' Cn I LO I I I I I I I I I I I I I I I I I I I O CO N co d' O CON O H O O N 0 O �t O N Cfl O N CV M M IT (u!) uldaa aaleM 0 N OO N N N c6 N >N I 0 > 6 jagwan uoseas uinnaE);o pu3 I 0Z U 0 Q CD Q cuT Q qL Judy- u s i as 6uimo ;o %q*ZI LZ WMINu seas 6ul OJE)10 %9 I cu 5L gojew - o eas 6ulmtlE);o:►e;s CU U- C: ca I I I I I I I I I I I I I I I I I I I O CO N co d' O CON O H O O N 0 O �t O N Cfl O N CV M M IT (u!) uldaa aaleM 0 N OO N N N c6 N >N t t Fi 1 I 1 11 t 1 t t 00 W 0') LO I 191" U) c0 I I I I 1 1 7— 1 O 0 N w -'T O O N oD q' C) 'T M N t0 O m a N O O q M cM N N N r- r- ' N N N M M (u!) uldaQ jajeM I U N g jagwanoN uoseas ulmoo pu3 0 0 o coo Q i Q g � Iud uos as 6uimo ;o %q -z l I LZ 40 W - u seas 6uioig;o %9 I ca 9l4018 - uo eas 6ulm JO jo lie;s I� ca I I I I I 1 1 7— 1 O 0 N w -'T O O N oD q' C) 'T M N t0 O m a N O O q M cM N N N r- r- ' N N N M M (u!) uldaQ jajeM t 1 1 t t u El 00 W LO LL d' Cn ti d0' (OM Cl) 00 N N N O� O O N CO O d O NCO O ' NNNMI?IT (u!) uldaa jalaM N O N N N N fu W U 6� jagwanoN UOSeas UIMOJO }o pu3 Z 0 C. i 2 ................................. _ .................I. 5L IPs as 6ulnno bo %S'ZL — — LZ 40J seas 6ulaE);o %9 I � 5 L 4oieyq - u eas 6ulnnJE) 10 }ie;s N LL I d0' (OM Cl) 00 N N N O� O O N CO O d O NCO O ' NNNMI?IT (u!) uldaa jalaM N O N N N N fu W 11 r I 1 t 1 t APPENDIX D Vegetation Plot Data i 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 i 1 Piedmont/Low Mountain Alluvial Forest (Plots 1 and 2: Planted) . Piedmont Alluvial Forest (Plots 1 and 2: Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Total Trees/ Acre Trees/ Acre for Success Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic Species2 box -elder Acernegundo 4 18 0.5 18 3.5 P, R FACW Yes red maple Acer rubrum 144 655 16.7 64 12.3 V, R FAC Yes river birch Betula nigra 13 59 1.5 59 11.3 P, R FACW Yes ironwood Carpinus caroliniana 47 214 5.5 64 12.3 P, R FAC Yes pignut hickory Carya g/abra 15 68 1.7 0 0.0 P FACU No mockernut hickory Carya tomentosa 5 23 0.6 0 0.0 P N/A No hackberry Celflslaevigata 1 5 0.1 5 1.0 V, R FACW Yes buttonbush Cepha/anthus occidentalis 0 0 0.0 0 0.0 V OBL No silky dogwood Cornus amomum 90 409 10.4 64 12.3 P, R FACW+ Yes flowering dogwood Cornus florida 13 59 1.5 0 0.0 P FACU No persimmon Diospyros virginiana 4 18 0.5 0 0.0 V FAC No green ash Fraxinus pennsylvanica 16 73 1.9 64 12.3 P, R FACW Yes deciduous holly flex decidua 16 73 1.9 0 0.0 V FACW- No American holly Ilex opaca 14 64 1.6 0 0.0 V, R FAC- No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 215 977 24.9 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 91 414 10.6 64 12.3 V, R FAC+ Yes black gum Nyssa sylvatica 2 9 0.2 0 0.0 P OBL No loblolly pine Pinus taeda 58 264 6.7 0 0.0 V, S FAC No sycamore Platanus occidentalis 1 5 0.1 5 1.0 P, R FACW- Yes black cherry Prunus serotina 4 18 0.5 0 0.0 V FACU No laurel oak Quercus /aurifolia 0 0 0.0 0 0.0 V FACW No overcup oak Quercus lyrata 0 0 0.0 0 0.0 V OBL No water oak Quercus nigra 12 55 1.4 0 0.0 V FAC No willow oak Quercus phe/los 30 136 3.5 0 0.0 V FACW- No northern red oak Quercus rubra 8 36 0.9 0 0.0 P, V FACU No cherrybark oak Quercus pagoda 11 50 1.3 50 9.6 P, R FAC+ Yes black oak Quercus ve/utina 3 14 0.3 0 0.0 V NI No winged sumac Rhus copallinum 1 5 0.1 0 0.0 V NI No willow sp. * Salix sp. 12 55 1.4 0 0.0 P, S N/A No elderberry * Sambucus canadensis 1 5 0.1 0 0.0 P FACW- No winged elm Ulmus a/ata 17 77 2.0 0 0.0 V FACU+ No American elm U/mus americana 14 64 1.6 64 12.3 P, R FACW Yes TOTAL = 862 3918 100.0 521 100.0 1 - P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. * -- Species planted for streambank stabilization that are not a characteristic species. Piedmont/Mountain Swamp Forest (Plot 3: Planted) Piedmont Swamp Forest (Plot 3. Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Trees/Acre Total for Trees/ Success Acre Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic Species2 box -elder Acernegundo 0 0 0.0 0 0.0 P, R FACW Yes red maple Acerrubrum 61 555 16.1 64 13.8 V, R FAC Yes river birch Betula nigra 5 45 1.3 45 9.7 P, R FACW Yes ironwood Carpinus caroliniana 0 0 0.0 0 0.0 P, R FAC Yes pignut hickory Carya glabra 0 0 0.0 0 0.0 P FACU No mockernut hickory Carya tomentosa 1 9 0.3 0 0.0 P NIA No hackberry Ce/tis /aevigata 0 0 0.0 0 0.0 V, R FACW Yes buttonbush Cephalanthus occidentah 6 55 1.6 0 0.0 V OBL No silky dogwood Cornus amomum 0 0 0.0 0 0.0 P, R FACW+ Yes flowering dogwood Comus florida 0 0 0.0 0 0.0 P FACU No persimmon Diospyros virginiana 7 64 1.8 0 0.0 V FAC _ No green ash Fraxinus pennsylvanica 36 327 9.5 64 13.8 P, R FACW Yes deciduous holly Ilex decidua 0 0 0.0 0 0.0 V FACW- No American holly flex opaca 0 0 0.0 0 0.0 V, R FAC- No eastern red cedar Juniperus virginiana 0 0 0.0 0 0.0 V FACU- No Chinese privet Ligustrum sinense 84 764 22.2 0 0.0 V FAC No sweet -gum Liquidambarstyraciflua 94 855 24.8 64 13.8 V, R FAC+ Yes black gum Nyssa sylvatica 0 0 0.0 0 0.0 P OBL_ No loblolly pine Pinus taeda 25 227 6.6 0 ___ 0.0 __ _ V, S FAC __ _ No sycamore Platanus occidentalis 2 18 0.5 18 3.9 P. R _ FACW- - Yes black cherry Prunus serotina 0 0 0.0 0 0.0 _ V FACU _ No laurel oak Quercus /aurifolia 0 0 0.0 0 0.0 V FACW No overcup oak Quercus /yrata 2 18 0.5 18 3.9 V, R OBL Yes water oak Quercus nigra 0 0 0.0 0 0.0 V FAC No willow oak Quercus phellos 12 109 3.2 64 13.8 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 P, V FACU No cherrybark oak Quercus pagoda 27 245 7.1 64 13.8 P. R FAC+ Yes black oak Quercus velutina 0 0 0.0 0 0.0 V NI No winged sumac Rhus copallinum 0 0 0.0 0 0.0 V NI No willow sp. Salix sp. 2 18 0.5 0 0.0 P, S N/A No elderberry Sambucus canadensis 0 0 0.0 0 0.0 P FACW- No winged elm U/mus a/ata 7_ 64 1.8 0 0.0 V FACU+ No American elm U/mus americana 8 73 2.1 64 13.8 P, R FACW Yes TOTAL = 379 3445 100.0 465 100.0 1 - P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. Piedmont/Mountain Swamp Forest (Plot 4: Piedmont Swamp Forest (Plot 4: Not Planted) Not Planted) Common name Scientific name Stems Total Trees/ Acre Percent of Trees/Acre for Total Trees/ Success Acre Criteria Percent of Total Trees/ Acre for Success Criteria Comments' Wetland Status Characteristic SpeciesZ box -elder Acernegundo 0 0 0.0 0 0.0 V, R FACW Yes red maple Acer rubrum 89 1618 35.7 64 16.7 V, R FAC Yes river birch Betula nigra 0 0 0.0 0 0.0 V, R FACW Yes ironwood Carpinus caroliniana 9 164 3.6 64 16.7 V, R FAC Yes pignut hickory Carya g/abra 0 0 0.0 0 0.0 V FACU No mockernut hickory Carya tomentosa 0 0 0.0 0 0.0 V N/A No hackbeny Cekis laevigata 0 0 0.0 0 0.0 V, R FACW Yes 1 buttonbush Cephalanthus occidentals; 0 0 0.0 0 0.0 V OBL N_o_ silky dogwood Comus amomum 0 0 0.0 0 0.0 V, R FACW+ Yes__ flowering dogwood Comus florida 0 0 0.0 0 0.0 V FACU No persimmon Diospyros virginiana 2 36 0.8 0 0.0 V FAC No green ash Fraxinus pennsylvanica 49 891 19.7 64 16.7 V, R FACW Yes deciduous holly flex decidua 5 91 2.0 0 0.0 V FACW- No American holly flex opaca 3 55 1.2 0 0.0 V, R FAC- No eastern red cedar Juniperus virginiana 2 36 0.8 0 0.0 V FACU- No Chinese privet Ligustrum sinense 43 782 17.3 0 0.0 V FAC sweet -gum Liquidambarstyraciflua 15 273 6.0 64 16.7 V, R FAC+ black gum Nyssa sytvatica 0 0 0.0 0 0.0 _ V OBL No loblolly pine Pinus taeda 6 109 2.4 0 0.0 V, S FAC No sycamore Platanus occidentalis 0 0 0.0 0 0.0 V, R FACW- Yes black cherry Prunus serotina 0 0 0.0 0 0.0 V FACU No laurel oak Quercus laur/folia 2 36 0.8 0 0.0 V FACW No overcup oak Quercus /yrata 0 0 0.0 0 0.0 V, R OBL Yes water oak Quercus nigra 1 18 0.4 0 0.0 V FAC No willow oak Quercus phellos 17 309 6.8 64 16.7 V, R FACW- Yes northern red oak Quercus rubra 0 0 0.0 0 0.0 V, V FACU___ No cherrybark oak Quercus pagoda 6 109 2.4 64 16.7 V, R FAC+_ Yes black oak Quercus velutina 0 0 0.0 0 0.0 V NI No winged sumac Rhus copallinum 0 0 0.0 0 0.0 V NI No willow sp. Salix sp. 0 0 0.0 0 0.0 V, S N/A No elderberry Sambucus canadensis 0 0 0.0 0 0.0 V FACW- No .winged elm Ulmus a/ata 0 0 0.0 0 0.0 V FACU+ No American elm U/mus americana 0 0 0.0 0 0.0 V, R FACW Yes TOTAL= 249 4527 100.0 384 100.0 1 -- P = planted; V = volunteer; R = occurs in reference forest according to Schafale and Weakley (1990); S = softwood 2 -- Characteristic species are defined as species found within the reference community that are 1) native, planted species with a wetland status of FAC or wetter; or 2) non -planted, volunteer species with a wetland status of FAC or wetter. t t APPENDIX E Photographic Record of Vegetation Plots i W 7U