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20050745 Ver 1_Closeout Report_20110201
n system aT '��, PROGRAM EEP Project Closeout Summary Project ID & Status Project Name /Number: Bailey Fork Wetland and Stream Restoration EEP ID 19 County: Burke Project Type: Stream and Wetland Restoration Current Status: 5 Years of Monitoring complete Proiect Setting & Classifications Basin: Catawaba Physiographic Region: Piedmont Ecoregion: N. Inner Piedmont USGS Hydro Unit: 0305101050050 NCDWQ Subbasin_: 03 -08 -31 Thermal Regime: Warm Trout Water: No Provider: EBX -Neuse I, LLC Designer: Baker Engineering Monitoring Baker Engineering JS_JW_r) Project Timeline Feet Milestone Date Construction Completed April 2006 As -built survey April 2006 Monitoring Year -1 December 2006 Monitoring Year -2 December 2007 Monitoring Year -3 December 2008 Monitoring Year -4 December 2009 Monitoring Year -5 January 2011 Table 1. Project Restoration Components and Mitigation Assets Feet SMU Acres WMU R 6097 6097 12.10 12.10 E 5.30 2.65 El Stream Ell 9765 Asset Data C Watershed Data and Characteristics Drainage/Hydrology Component Restoration Component Asset 17.40 Ratio Wetland DA Stream % Land Ma / A roach Level Ratio Multi Feet SMU Acres WMU PRE Type AC Order Im er Use 303d Bailey Fork Stream Enhancement Ell 1 2.50 9630 3852 - - P 5312 2 <5 A -Past No UT 1 Stream Restoration R 1 1.00 1948 1948 - P - 518.4 1 <5 A -Past No UT 2 Stream Restoration R 1 1.00 923 923 P 153.6 1 <5 A -Past No UT 3 Stream Restoration R 1 1.00 3226 3226 - P 586.8 1 <5 A -Past No UT 3 Stream Enhancement EII 1 2.50 135 54 P - 1 <5 Ag -Past No ment Piedmont Low Mountain Alluvial Forest atland 2.00 5.300 2.7 PLMAF - - Welland Restoration Piedmont Low Mountain Alluvial Forest 1.00 - 12.100 12.1 - PLMAF - - - - Wetland Enhance Asset Summa P1 = Priority I Restoration R = Restoration P2 = Priority II Restoration E = Wetland Enhancement P3 = Priority III Restoration El = Stream Enhancement I Ell = Stream Enhancemnt II C = Weiland Creation P = Preservation SMU = Stream Mitigation Units WMU = Wetland Mitigation Units P/I /E = Perennial, Intermittent, Ephemeral Level Feet SMU Acres WMU R 6097 6097 12.10 12.10 E 5.30 2.65 El Ell 9765 3906 C P 15862 17.40 ment Piedmont Low Mountain Alluvial Forest 2.00 5.300 2.7 PLMAF - - Level Feet SMU Acres WMU R 6097 6097 12.10 12.10 E 5.30 2.65 El Ell 9765 3906 C P 15862 17.40 LWviae N i �l�, . • . . e!>C L,T9 . . r Mae LIT2 r h _ ' ✓ r ' urf r 1 � •, 4µ'i7 - � ! � ��.� C C��'�Y�t Exh;biL 1.2. U: r. ■- :_■•■�'r.r S;be U'S'G3 "dx. le : vL :Ti•. 6iiley Fwk Site -------------- I Table 7. fear 5 (2010) Stem Counts for Each Species krranRcd hN Plot Bailer Fork Restoration Site: EEP Contract No. D04006-3 Indial Totals Year I Tol" Yew 2 Totals Yaw 3 Totals Y=4 Totals YW5 Totals years% SUM-IM1111 Tm Speelm plus 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 1s 19 20 2t 46 Frammum pvjmk,. Nvoika 2 2 4 2 S 5f 4- 46 plammur OCC&C".-a!ir 9 5 4 2 5; 59 69 t S k)4 gworrim C&C'ms '74 Quamw acicilalacii 5 = 9 11 9 Lirindendron julfpIfarra 6 S 311 2: Cc-Illy loov!gafa 5 5 DLiarp)-reiv virgiriana A" Tra 1'. h-2-,icj Stems plat 14 14 16 1- 14 12 15 9 I± 15 16 W 12 15 12 13 Is 1 16 11 362 328 282 3111 286 283 Stemwerre 5611 560 640 6110 560 480 600 3611 290 61111 6110 6.10 41111 6011 4811 5211 720 4N0 640 1411 08" 624 53, 5911 539 Table 12. llg_+rolog:c 161amiaring Samar} (:2006 - 201(1) Batley Fork Retiteratba Ske: EEP Cmwact Na. 1)o4ut16-3 Year V1autCotuecetive Cum"tve �lartiaarina S:ati=. - Days MOOMg Daps %tom -et_ng C -sera Crter -4 X]n7Eerof (rstanea lleetin� C-tera Ywly Obaenad Rainfall far periadJanuary 1 through Qaober 3: ti sorb Rninfal- - %c Viation irons Aseraiie h Gu 1 Inches] Au' I 67 (32%) "OV2 AI (39%) 6 Aw3 112031/61 11' -56% - RLF I_6 1 12'35 REF' l 13 i6j3S iu'I 23 I:% AH'2 20(10%) 12(6,%) _ 2n3'1 W4 531254:) REFI I 3 26 (12%) REF2 1 13(6%) AL�'I 35(16%) 9 .-k W2 33(1,1%1 6 ,,W4 65 (3:%) REFI 9(4%) RE`'_ 4(2 %( VA IN(411%j 9 "W2 92 "% i 2Q.15: AV1'4 67 (32%) 3 REF 4-(221%) 1 1 REF2 23 (17%) 6 AH'I 12 M%) 31 (14%) ,i AA'2 1 1 41(1 2S(13%) AW3 95(40%1 2(i 115; 4; AW'4 125(60 %) 6 REFI 6(3%.- RE•F2 c; 0(IYmI V 2c.m tat.L.- .cIl:.- rt..ts Lrt:! »tf JS�nw� ;w•stilm rt:ztts.nlyn�I. �t�tw r�l 1c to qtr: r.:bc I:::triu.�c Lrt ;`» sf 3a J -r{ (-aril 0— 1: rta- -II IA- a:...dd -1—It da —.- rtes - afro -Im — F" According to the Bailey Fork Restoration Plan, minimum wetland success criteria is considered to be saturation in the upper 12 inches of the soil surface for at least 7% of the growing season. During the five -year monitoring period, on -site monitoring wells met the minimum success criteria in most years. For below average rainfall periods, some on -site monitoring wells demonstrated soil saturation just below the minimum success criteria. Table 12 compares yearly monitoring well data with yearly rainfall totals received on the Site. During monitoring Year 1, the four on -site automated monitoring wells demonstrated periods of saturation that ranged from 15% to 25 %. During monitoring Year 2, the four on -site automated monitoring wells demonstrated periods of saturation that ranged from 3% to 18 %. During monitoring Year 3, the four on -site automated monitoring wells demonstrated periods of saturation that ranged from 10% to 25 %. During monitoring Year 4, the four on -site automated monitoring wells demonstrated periods of saturation that ranged from 1 I% to 40 %. During monitoring Year 5, the four on -site automated monitoring wells demonstrated periods of saturation that ranged from 5% to 39 %. During years with normal or high rainfall (Years 1, 3, and 4) the site easily exceeded the minimum success criteria of ?% (10 — 40 %). During Year 2, a severe drought hit the area and the rainfall total was 15 inches lower than normal through October 31. Even under these dry conditions, three of the four automated wells met the minirrum success criteria. During Year 5, rainfall was approximately 4 inches below normal, and monthly rainfall for March and especially April were significantly lower than normal years. This period from March through April is when the site typically meets hydrologic success criteria. As a result, two of the four automated wells had met minimum success criteria of 7% during Year 5, while all four wells had exceeded a hydroperiod of 5% (typically associated with the break point between wetland and upland systems). Table 13 Saaaaan• of Pre.Reaprsolmo ►L Pawl- Reataratbm Ceothic %laeraiawneblate Saepliall Data See 1 she 2 SW 3 WW 4 LRY r acre Fri laeor.11.a) L71 NO"" Faek Iadi -I LT3I. Mks Clads (Rem -d-1 LT3 im SYanrC.A (Rdaeaerl Fe Vega 1 Ver 2 V-1 P. % --1 Vaar 2 Vaaa3 he Vey 1 V-2 Veer 1 he Vor 1 V-2 \lam 3 IOM lAM INN 112741 IWO 111747 VIM 3111M 1-345 1417 I1231N 1116a/ IN1! moor lam 3(141 T..ITaa4Richra 30 35 33 34 26 34 20 41 10 26 19 35 S0 14 9 31 EPT Tau Rh- 14 IS IR 14 16 20 13 9 1 4 2 9 9 5 1 10 Tool aio:ic Inds 427 It 31 S.1 !2/ 4.09 43 5,01 4.13 7.4 '.R'. 7.96 7.rt2 41R 5.75 433 4.39 EPT Yimic 1.&. 3.71 495 4.63 4N 141 345 4.96 2.57 62 f.55 61S 6A5 2.74 2.11 33 2.1 Daamano•m nh 40 N 19 nh :'a as n1 e•. x 0 17 nY na nh nY CmamonlKl Tmal Bhtedd.r•fcraper 6'4 43 31 315 T3 Y3 21! 516 09 63 PI 3 1 32 112 bQ 3:5 I� EPT Shmdda*Senper 1.3 1.2 274 2.Y 42 M 10 IA 010 O'1 0 0 0�t I2 0'1 alo 1:3 Isdea H.W. AW.,- 51 12 73 91 65 70 72 75 37 74 67 93 53 51 63 69 Rums Wm. Tcmpr M. a 103 19 ..a BA 7.9 14.6 na 6'. 6.6 10A ._a 6.6 7.9 10.6 M) KD- .hdmen .4 427 ne n•a na 32.1 nh n. ra r +s ne aY na !I7 �e sY (101 DO C-mi. aY 3.03 sa ca ..a 1`6 113_' n. s■ l7 13.39 mY :'e US 10'9 na PH n1. 644 76 7.35 ve 5.97 7.1 6.93 5.91 7A 7.06 :•e SAS 742 7.12 Co.A -i by nh 40 S0 50 _a SO 10 40 n•a 60 10 bQ .•a 70 RO 60 IhmSa✓em) Bally Fork Year 5 - UT 1 Profile Station 17 +50 to 29 +65 1035 1025 t C O m I+1 020 ArBudl Thaiweg Thaiweg year 3 — Tha4eg Year 4 ` Thaiweg Year 5 Water Surface • Top of Bank 1010 1750 1950 2150 2350 2550 2750 2950 Station (ft) Bally Fork Year 5 UT 3 Profile Station 10 +00 to 22 +50 1029 1027 1025 • -- X 1023 V ~� f •�.� a O � 1021 O W s O7 A.-Built Theluep -- TheMasp Veer3 101° — Thah —g Year +ThMMy Yews loop A.-BUk ThaMeg ThaWeg Year3 — Thaa•eg Yaer a -^- Thaweg Yaw 5 1015 W mr Bohn TW W S- Me 11111110 100a 1000 110° u0c 1600 '1 MOD m3 Station (ft) Baily Fork Year 5 UT 2 Profile Station 10 +00 to 19 +30 1029 1027 1025 • -- X 1023 V ~� f •�.� a O � 1021 O W 1019 A.-Built Theluep -- TheMasp Veer3 1017 — Thah —g Year +ThMMy Yews - Water Surface - -Tapof Benk 1015 1000 1100 120174 1300 1400 two 11100 1700 1800 1900 Me 11111110 1020 1019 1018 1017 1016 � 1015 1014 1013 1012 1018 1017 1016 1015 1014 1013 1012 W 1011 1010 1009 1008 C:ross..etlon /1 N*- = -Tw1 —Yesr2 — Yew 3 —Y"r4 —Years -- - -- Bankfull --8" FkiodO 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) Cross-section #3 — A243uie Yew —Yw2 —Yw3 — Yw4 —Yews — a-- Benkrutl - -a - -F" rone 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) 1019 1018 1017 _ 1016 1015 c 1014 1013 1012 1011 1010 1009 1016 1015 1014 1013 1012 1011 1010 W 1009 1008 1007 1006 CrossamMon 02 —As -Butt —Yowl —Yw2 —Yw3 —Yw4 _Yw5 • -o- -• Bankfull - -a -• Floodpme 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) Cross - section #4 — Year 2 —Yw3 — Year — year 5 e -- o - -Powdp 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) ML I BKF Max BKF Feature D . BH Ratio I ER I BKF Elw TOB Elev ER I BKF Elev I TOB Cross- section #7 1014 1013 1012 _ 1011 --------------------------------------------------------------------------------------- 1010 c 0 1009 i1008 83 1007 1006 Year —ye ar 1 —Year aI 3 1005 - -- Year 4 Yea, 5 - -o• BanlduN --- - - Fk)od rone 1004 25 35 45 55 65 75 85 95 105 115 125 135 Station (ft) width Cross - section #6 1015 1014 1013 _ 1012 -------•------•------- ------- -------- --------- -------------- -- -- ---o 1011 e 1010 1009 1008 1007 — AA-Bum Year 1 Year — Yesr3 1006 — Year 4 — Year 5 1005 ----- BankfuN a --- 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) 1033 1031 1029 W 1027 1025 L 0 Cros"ection #8 BKF Elev I TOB Elev — As -BUift —Years — Year Cross - section #5 — Year 4 Year 5 ---a --- 1016 1015 1014 - ------- -- ----- --------- --- c 1013 1012 C – 1011 m° 1010 1009 — As -Buift —Years 1008 — Year 2 —yew 1007 — Year 4 Year 5 -- o-- 8ank(ull --- - -Fbod roM 1006 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) ER I BKF Elev I TOB Cross- section #7 1014 1013 1012 _ 1011 --------------------------------------------------------------------------------------- 1010 c 0 1009 i1008 83 1007 1006 Year —ye ar 1 —Year aI 3 1005 - -- Year 4 Yea, 5 - -o• BanlduN --- - - Fk)od rone 1004 25 35 45 55 65 75 85 95 105 115 125 135 Station (ft) width Cross - section #6 1015 1014 1013 _ 1012 -------•------•------- ------- -------- --------- -------------- -- -- ---o 1011 e 1010 1009 1008 1007 — AA-Bum Year 1 Year — Yesr3 1006 — Year 4 — Year 5 1005 ----- BankfuN a --- 0 10 20 30 40 50 60 70 80 90 100 110 Station (ft) 1033 1031 1029 W 1027 1025 L 0 Cros"ection #8 BKF Elev I TOB Elev — As -BUift —Years — Year — Year — Year 4 Year 5 ---a --- -.-.. Fbodprone 10 20 30 40 50 60 70 80 Station (ft) III F D_ BKF epth TDB O fJSv Riffle I C 1 30.8 1 20.19 1 1.53 2.94 1 13.19 1 1 1 2,4 1 102518 1 1025.19 1029 1028 1027 9 1026 1025 0 1024 1023 1022 1021 Cross-section go — AnBuiN -- - -- Year 1 —Yw2 Year3 —Yeer4 -- -Year - -9- -Seri" - -9 -- Floodprone 0 10 20 30 40 50 60 70 80 Station (ft) Stream BKF BKF Max BKF T..... RKL e.rs WNe. na_ r1._ win RW Rahn FR RKF Flav TAR Flay 1030 1028 c 1028 1024 1022 BKF BKF Max BKF Wirth fla.M1. fLtih W� RH Rahn FA RKL Flw Tf1R Flan Cross-section #10 - ------ ------ - - -- ------ - - - - -- 0 —AS-Bur —Yowl —Yw2 —Yaar3 —YSI - YGI -- 9--BonkruN --d-- Fkadpmre 0 10 20 30 40 so 60 70 80 Station (ft) Stream BKF BKF Max BKF c........., z...,.. w..«w n�_.� rL.w• wm Ru Rew, co RKC cle,, mR cle., Cross4wctlon 011 1036 1035 1026 1034 1025 C 1033 ------------------------------------------------------------------------------- 1024 ----------------------------------------------------------------- -- --------------------- C 1023 1032 ra------- 1022 1021 1031 1020 —A4-3udt —Years 1030 — Aa-BuiN —Yw2 — Year 2 —Year 1019 —Yw4 — Year 4 --- Year 5 1029 -- - - -Yw5 --- --- Bankfull __p__Benklull p__Floodprom 1018 1028 0 10 20 30 40 50 60 70 8o 0 10 20 30 40 50 60 Station (ft) 1030 1028 c 1028 1024 1022 BKF BKF Max BKF Wirth fla.M1. fLtih W� RH Rahn FA RKL Flw Tf1R Flan Cross-section #10 - ------ ------ - - -- ------ - - - - -- 0 —AS-Bur —Yowl —Yw2 —Yaar3 —YSI - YGI -- 9--BonkruN --d-- Fkadpmre 0 10 20 30 40 so 60 70 80 Station (ft) Stream BKF BKF Max BKF c........., z...,.. w..«w n�_.� rL.w• wm Ru Rew, co RKC cle,, mR cle., Cross- section #12 1036 1035 1034 C 1033 ------------------------------------------------------------------------------- -- -- --------------------- 1032 ra------- --:-- 1031 ice; 1030 — Aa-BuiN —Yw2 —Yw3 —Yw4 1029 -- - - -Yw5 --- --- Bankfull Q_- Moodpone 1028 0 10 20 30 40 50 60 70 80 Station (tt) 1040 1039 1038 C 1037 �Q 1036 x 1035 1034 1033 1032 Cross•sectlon #13 ............ ................. _ ....................... _ .................................... ....o Ilaft Fork I eastra s Slse: EEP Coo~ %'& D1aa43 � 13 Ae.uil -rwr2 19613 -rwN 199.5 --Q °Bsnktull f Crorti6rtion 9 Flood ron9 10 20 30 40 50 BO 70 BO stallion pt) MasW9n and H9drode 6MtdIlAaa Sr•aov9 - Var S Mwkarlel Ilaft Fork I eastra s Slse: EEP Coo~ %'& D1aa43 Croa•a47ion S Crorti6rtion 9 Crommmiw 12 Crom4ection 13 1. Cresractlos Panreren I I Pool Riffle Pool Riffle Pool MYI MY2 MY3 MY4 MYS MY[ MY2 MY3 MY4 MYS MYI MY2 MY3 MY4 MYS MYI MY2 MY3 MY4 MYS MYI Dlesessloe DI-4- BF Width (ft) 1629 1135 1135 14.33 19.65 2215 20.2 19.9 23.113 20.19 1535 13.9 13.99 1325 1237 20.19 18.07 26.18 21.93 7.97 Floodpmr Width (ft) Floodpmlr Width (ft) BF Cross4Mionel Area (ft2 ) 22A 25.7 25.9 19.93 25J 32 293 29.9 31.32 10.9 12.0 9.5 9.5 7.6 53 213 162 21.9 12.3E 6.9 BF Man Depth (ft) 137 1.47 1.41 137 129 1A4 1A6 13 131 1.53 0.79 061 1.5 037 0.43 1.06 0.9 0.77 036 0.16 BF Max Depth (ft) 2.99 2.96 3.36 236 360 2.% 2.17 219 2.95 2.94 1.79 134 20.67 1.1 0.99 236 124 231 1-33 1.72 Widtb'Deph Ratio 11.17 11.97 13131 10.62 1527 15AI 1313 1325 IL12 13.19 19-32 2281 20.67 23.01 21.75 19.1 20.15 3639 38.91 925 Entrandltnatu Ratio 3.6 3.3 32 3.76 3.0 21 2A 23 1.11 2A 52 5.7 5.7 6 6A 31 3.1 2A 0.71 9A Welted Parimew (ft) Hydraulic Radium (ft) Hydmulie Radius (ft) Su6atrab Substrate d30 (mm) d!0 (mm) del mm d84 mm IL Reaekwide Praatetrn MY -1 2006 MY -2 2007 MY -3 2001 IL ReaebttMe Paruaten MY•1 2006 MY-2 (2007) Mat MW MY -3 2DOB MY-4 2009 MY•S 2010 Min Mm Mad Min Max Mad Min Max MEd Min Mn Med Min Ma Mad Patter" Chwwl Bek3ridth (ft) Psnero Radio of Cunuure (ft) Chanel B.I-dth (ft) Meander Wava4nph (ft) - Radium of curvawn (ft) Meander Width Ratio Maardar Wmel6n/th (ft) Proft Mender Width Rum Riffle Ler4tk (ft) - Riffle Slope(Nft) Mule _ Pool Length (ft) Rime length (ft) Pool Spacing (ft) Riffle Slope (Nft) Addttleul Reath Poraaaan Pod Length (ft) Valley Length (ft) - PoolSpacing(ft) Chamtei Length (n) 1.9Y 1.948 1.946 1.9Y 1.948 Sinuosity Aedlna9al Raaea Para ~s 1.31 ]is 1.38 1 -3I 131 Water Surface Slope (NA) 0.0101 0.0107 0.0101 0.0106 0.0109 BF Slop.(B/ft) 0.0142 0.07411 0.0149 0.0146 0.0151 Roselm Ciawif6:ation CS 923 CS Sit- -" CS CS CS Crose-tt6nio6 10 Cr9seeation I I 1. Ct9ae-eeotlaa Para w- Pool RiAU MVI MY2 MY3 MY4 MY! MYI MY2 MY3 MY4 MYS DI-4- 29.75 2626 2935 2a.3S 23.15 1211 11.69 16.12 1611 1312 Floodpmlr Width (ft) BF Crow ectiarl Area (ft2 ) 261 311 28.7 26.76 :31 9.6 9D 11.9 11.91 913 BF Mean Depth (ft) 016 0.75 0.17 027 032 0.71 0.77 0.74 0.74 0.69 BF Mu Depth (ft) 2.01 1.74 226 226 I-M 1 A2 I A 1.76 1.6 1.42 WWIWDq%h Ratio 32.11 3737 323 325 41.61 15.91 15.13 2119 21.92 19AS Enteanrhimem Ratio 2.1 22 2 129 23 4.3 46 3 2.95 4.1 Wetted Perim m(ft) Hydraulic Radium (ft) Su6atrab d30 (mm) del mm IL Reaekwide Praatetrn MY -1 2006 MY -2 2007 MY -3 2001 MY-4 2009 MY•! 2010 Min Mat MW Min Mat Mod Min Max Mod Min Max Mad Min Mea Mod Psnero Chanel B.I-dth (ft) - Radium of curvawn (ft) Maardar Wmel6n/th (ft) Mender Width Rum - Mule Rime length (ft) Riffle Slope (Nft) Pod Length (ft) - PoolSpacing(ft) Aedlna9al Raaea Para ~s Valley Length (ft) Chaewl Length (ft) 923 923 923 923 923 Sit- -" IA6 L46 1.46 1.46 1m Water Surface Slope (Nft) 0.0073 0.0075 0.0012 0.0091 60190 BF Slap. (Nft) 0.0106 0.0170 mot 19 0.0132 0.0146 R CWmitfen666 goodie un C'uu- atct :nn S Cnnraecum. I Cniu4ecti0n 2 Crc44senion 3 Croa6aatiart a 1. Crms -sad." Parataelert. RilY.e Rime P6ol Riffle Pml AIYI MY2 UY3 61YA MYS UYI MY2 VY3 MYI SAYS MYI MY2 MY3 MY4 MYS MYI MY2 MY3 MY4 MYS 31^ Dlm mst.n 11.13 2037 2456 2329 22. -1 1369 1:23 3.9 153 1234 Flcafptuae Wxt6 tft) BF U': LL, :1) 22A 2219 30'2 29.15 29.67 2614 25.27 27.3 27.9A 149 22AN 23.111 23.99 21 -3 21 J6 2162 22.24 27,6 24.99 23.0 Flattlpune Wn:th(A) 2:.3 29A 2531 219 143 13.0 li9 :6.71 I" BF 41em Doph(ft) 017 1.06 095 1.3: 0.94 B.F Croasec nal .mw(ft2I 29.M 293 333 30.05 23.5 2 7.7 163 21.9 20511 92 45.1 40.: ADA 4115 3C6 10 2L5 33J 34.7 21.7 BF Mean Depth (ft) 131 121 1.6 IX 0.79 1D6 065 0.79 0.74 0.62 201 1 AS :.69 1S 135 132 :25 1.33 :A 11.74 Br Ma. Depth (ft) 229 13 242 236 2A2 239 1.75 2.13 :119 1.111 334 3A6 132 3.24 3.01 234 257 14 199 2AS Wimlr DepdL Rttio 17.1 In y37 29AG 37.4 2167 3NA2 33.14 37.912 24L2 1121 IA.3t 14.:6 :114 13Ji 17.09 :121 79.16 17.13 W7 Enmene.vrau Ratio &5 6I 33 3A 3A 36 3.7 3A 333 62 32 3.D 3 236 33 3.9 3.9 33 339 3.9 W'ettd Ptrimeta(ft) dbJ ;mm) n)'J'Au is Radwa (ft} 414 ttl sulxtrue d5o tom) d9s 4ftm) IL pe6elw14 Para1laten MY-1 t2DO61 MY -2 2007) MY -3 2408 MY-4 2009 MY-5 1 2010 Min Mu Med Min Max Med Min Max Med Min ]dais Mod Min Max Mod Pom" Channel Belmikh (A) - - - - RAdiAa of Cw%wue (A) %twder Wm e.blJih (ft) Mtania W iddi Rado Pr.ff4 R:PIe :mph (ft) - - - - - itifP.eSlapelfbft) - - - Pa71LD*n(A) PDSI sparrg(tt) . \tlditmnal Reach Pararsenn 16'AI icy Ltnph(A) - - CPu tixl Lmph it) 3226 3226 3226 3226 3226 smkw 3 IJI 1.31 1.51 IJI i31 'A ew safwe Cope(fui!) 0OU33 00035 Ll 0035 0.0036 0.0033 BF Slope (RE) 0 5430 0 0553 u wsl 0.0035 0 -0033 R, 11Cuuifi,:a ei I CS 1 CS 1 CS 1 C5 C3 C'uu- atct :nn S Guu-4ahion 6 Crouatawr�' L Cron-6ecdw Pantnetrrs RilY.e Pool Rift MYI MY2 UY3 MY4 MYS MY1 SIY2 MY3 MY4 MYS MY MY2 MY3 MY4 \(YS [Imbeaaiaw BF Wi tft(It) 31^ :759 2353 M.4- ZLSS 11.13 2037 2456 2329 22. -1 1369 1:23 3.9 153 1234 Flcafptuae Wxt6 tft) :3F cma4tc: md. U=(W) 1" 19 2:.A 20.67 20.5 26.6 2:.3 29A 2531 219 143 13.0 li9 :6.71 I" BF 41em Doph(ft) 017 1.06 095 1.3: 0.94 1 :2 139 121 1.1 ID 10 1.16 1131 1.1 t.is BF MAX Depth (ft) 217 107 239 23a 231 223 224 325 175 252 1.74 1.7 2115 217 1 -90 W7ddt Depth Ratio 4536 :622 24.96 30.32 3.d 2136 INNS 2027 2127 2136 12.0 9.72 11.0 113.95 IDA3 E.utn unae Raba 2.5 411 35 4.1: 31 19 32 2J 195 3.0 9.7 :I 9.5 1.71 103 Woud Pmuter (A) - substrate dbJ ;mm) 414 ttl iL _ 1 " • . ."! a L •h„ 1y a r � , P6, V) --fAP) �� o 14A - 5-rol oyllms AA�6e, NO Q14,1,-kct CW g /t/(Jr 41,e4� �Nkp P IV 8A��� bw�j 9 , Lb�S ul' cN�N�JEI, (v%9-PA F o11C� C�OM, mp' lo fl- NO Z U6 eocw� o mofo 6r aqJmS ou� �05Z T(� �6 - �FM-r-> �)r) wok AT og� A�r r�AK