SITE 4 10 SEE DETAIL J NAD 83/ 2001 PERMIT DRAWING SHEET OF

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1 8/17/ 15 PROJT RRN NO. R-43 R/W HT NO. ROADWAY DIGN HT NO. 7A HYDRAULI T TH 6 ON HW 18" RP T NAD / INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION N HWY1 T HT O " RP T TH 7 OIL 5 ON HW 8"PV DTAIL J M 15" MP DTAIL J LADN OUNTY 8"PV IN. RVIIO N AMUL LAK,JR 12 HW 9 OIL DTAIL L 06 15" RP-I 04 42" RP- I 05 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH7A.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ AMUL LAK,JR 05 42" RP-I +. 42" RP-IV 11 54" RP-I 07 TH OUNTY O LADN HW T " RP- I IT 4 06 J w/mh " RP-I T AL 1"= T 08 J w/mh " RP-I 07 0 DNOT IMPAT IN URA WATR ND /A N LA I ANK ONLY 32 Tons Rip Rap q. Ys DNOT +. TMPORARY -L- IMPAT IN URA WATR

2 8/17/ 5 ON HW PROJT RRN NO. R43 R/W HT NO. HT NO. 7 ROADWAY DIGN HYDRAULI 8"PV 9 OIL 15" MP IN. 04 DTAIL L "RP T RMOV IN 8" WOOD IN 12 WOOD WW INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION HT O RIDG #3 12 WOOD WW 12 WOOD WW 9 OIL " RP- I RVIIO N UT-2R 41 -L- 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH7.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ " RP-I J w/mh LA I ANK ONLY Tons Rip Rap q. Ys " RP-I DTAIL L 07 IT 5 ND /A N +. -L UT RMOV x " RP T HW 02 " RP-I "RP +. UT-2T 43 T LA I 15" w/ 2 lbows +13. DTAIL J LA 8 Tons Rip Rap 21 q. Ys +. ANK ONLY 32 Tons Rip Rap q. Ys IT 11 T AL 1"= T 04 WOOD DTAIL M LA 2 Ton Rip Rap 7 q. Ys +14. NAD / 0 DNOT IMPAT IN URA WATR DNOT TMPORARY T T DNI TAYLOR RID IMPAT IN URA WATR TANDARD A TH

3 8/17/ LADN OUNTY OARD O DUATION PROJT RRN NO. R43 ROADWAY DIGN R/W HT NO. HT NO. 7 HYDRAULI NAD / INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION WOOD IT 12 HT O ADXITING ROADWAY MANKMNT TO L. 22 RVIIO N +. " RP- I IN 8" WOOD IN 12 WOOD WW 12 WOOD WW RIDG #3 RMOV XIT. RIDG 12 WOOD WW 12 WOOD WW 19 ADTO DRAIN WOOD ADTO DRAIN 24"RP 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH7.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ T HW "RP UT-2T 43 " RP-I 02 T " w/ 2 lbows +13. DTAIL J LA 8 Tons Rip Rap 21 q. Ys +. IT WOOD DTAIL M LA 2 Ton Rip Rap 7 q. Ys +14. T T DNI TAYLOR RID 13 "HL 8" WR LIN UPPORT 15" w/ 2 lbows WOOD LA RIPRAP 1Tons Rip Rap 5 q. Ys IT 6 DNOT XAVATION IN WTLAND TITO ROADWAY TH H AL 1"= H 0 DNOT ILL IN WTLAND DNOT HAND LARING

4 5/28/ -L- PROJT RRN NO. ROADWAY DIGN R-43 HYDRAULI HT NO. 14 INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION PI = +. L =. V = 4 K = V = MPH LT TH HT O XITING AD NW L= /2/21 TH AD RT -L- TA +. LV. = 57. ND TH AD RT -L- TA LV. = 57. L TA L " PRTRD GIRDR KW ROWN AD LV. =.9 PROP Q W=.5 LA II THORTIALyr OUR THORTIAL0yr OUR PROPQ0 W=.0 PROP Q W=.2 NAD (-)0.4229% GIN TH AD RT -L- TA +. LV. =. (+)4.219% TH AD RT -L- TA +. LV. =. TH AD RT -L- TA +. LV. =. TH AD RT -L- TA +. LV. =. TH AD RT -L- TA +. LV. = TH AD RT -L- TA +. LV. =. TH AD RT -L- TA +. LV. =. TH AD RT -L- TA +. LV. =. ND TH AD RT -L- TA +. LV. =. RIGHT TH 1 -Y /17/24 am keeter R:\Hyraulics\PRM IT_nvironm ental\drawings\r43_hyd_psh_pfl_14_ph7.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ 1 GIN TH AD LT -Y- TA 23+. LV. =. GIN TH AD RT -Y- TA 23+. LV. =. TH AD LT -Y- TA 24+. LV. =. PI = L =.08 V = 0 K = 4 V > MPH (+)0.% (+)0.34% TH AD LT -Y- TA 24+. LV. =. TH AD LT -Y- TA 25+. LV. =. TH AD LT -Y- TA 25+. LV. =. TH AD LT -Y- TA 26+. LV. =. ND TH AD RT -Y- TA 26+. LV. =. PI = 36+. L =.36 V = 3 K = 3 V > MPH ND TH AD LT -Y- TA 31+. LV. =. GIN TH AD LT -Y- TA 32+. LV. =. (+)0.34% (+)0.34% ND TH AD LT -Y- TA 36+. LV. =. 1

5 2/18/24 am keeter R:\Hyraulics\PRM IT_nvironm ental\drawings\r43_hyd_xpl_l_ph7.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ 8/23/ PROJ. RRN NO. 4:1 XAVAT XITING ROADWAY TO L= XAVAT XITING ROADWAY TO L= XAVAT XITING ROADWAY TO L= L= XAVAT XITING ROADWAY TO L=. +. -L- L=57. 5 R HT NO. X-24 1 HT O 1

6 + 48. " HL " HL 1U W/LT 8/17/ PROJT RRN NO. R-43 R/W HT NO. ROADWAY DIGN HT NO. 8 HYDRAULI NAD / PRLIMINARY PLAN DO NOT U OR ONTRUTION IT 12 ND TIP PROJT R-43 -L- TA +. HT O LADN OUNTY OARD O DUATION 11/2K RVIIO N WOOD AD TO DRAIN TI TO XITING TH "HL AD TO DRAIN T TH 36" WD POT W/AL " RP 04 RMOV 22 T W/LT 18" 18"RP 12 OIL " HL 22 T " RP XITING R/W -L- POT ta. +. T TH 18"RP -L- -Y2-6 ON HW M ATH LIN -L- TA. + HT 7 "HL 15" w/ 2 lbows 8" WR LIN UPPORT WOOD LA 1 Tons Rip Rap 5 q. Ys 24"RP ta.= + to + -L- Rt Q= 15 cfs V= 4.3 fps / 5.5 fps = 1.0 ft / 0.9 ft s= 3.6% / 6.8% n=0.04 TI TO ROADWAY TH " HL DTAIL K 13 DNI TAYLOR RID D 4 PG 2 W/LT RMOV 15" RP 18" T LIZATHTOW N ITY LIM IT 05 " HL T " WD 1U IN " HL RMOV 15" RP 18" T +. -L- PT ta. +. W/LT T LIZATHTOWN ITY LIMIT 1. U HWY1 37 T 22 T " HL 18"RP XITING R/W 1U ON T ON 1U 18"RP ON 18"RP 2U 18" RP TO LIZATHTOWN 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH8.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ 1. IT 6 Natural Groun PIAL UT TH ( Not to cale) Type of Liner= PRM DTAIL K D 4:1or later ROM TA. + TO TA. + -L- Rt ront Ditch lope Min. D= 1.0 t. Max = 1.0 t. AL 1"= H 0 H LIZATHTOWN ITY LIMIT DNOT ILL IN WTLAND DNOT HAND LARING DNOT XAVATION IN WTLAND OR -L- PROIL, HT 14

7 " HL " HL 1U W/LT 8/17/ PROJT RRN NO. R-43 R/W HT NO. HT NO. 8 ROADWAY DIGN HYDRAULI NAD / PRLIMINARY PLAN DO NOT U OR ONTRUTION IT 12 ND TIP PROJT R-43 -L- TA +. HT O LADN OUNTY OARD O DUATION 11/2K RVIIO N AD TO DRAIN WOOD AD TO DRAIN TI TO XITING TH "HL T TH 36" WD POT W/AL " RP 04 RMOV 22 T W/LT 18" 18"RP 12 OIL " HL 22 T " RP XITING R/W -L- POT ta. +. -L- -Y2- T TH 18"RP 6 ON HW M ATH LIN -L- TA. + HT 7 58 "HL 15" w/ 2 lbows 8" WR LIN UPPORT WOOD LA Tons Rip Rap 5 q. Ys 54 24"RP ta.= + to + -L- Rt Q= 15 cfs V= 4.3 fps / 5.5 fps = 1.0 ft / 0.9 ft s= 3.6% / 6.8% n=0.04 TI TO ROADWAY TH " HL DTAIL K 13 DNI TAYLOR RID D 4 PG 2 W/LT RMOV 15" RP 18" T LIZATHTOW N ITY LIM IT 05 " HL T " WD 1U IN " HL RMOV 15" RP 18" T +. -L- PT ta. +. W/LT T LIZATHTOWN ITY LIMIT 1. U HWY1 37 T 22 T " HL 18"RP XITING R/W 1U ON T 1U 18"RP ON ON 18"RP 2U 18" RP TO LIZATHTOWN 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH8.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ IT 6 58 Natural Groun PIAL UT TH ( Not to cale) Type of Liner= PRM DTAIL K D 4:1or later ROM TA. + TO TA. + -L- Rt ront Ditch lope Min. D= 1.0 t. Max = 1.0 t. AL 1"= H 0 H LIZATHTOWN ITY LIMIT DNOT ILL IN WTLAND DNOT HAND LARING DNOT XAVATION IN WTLAND OR -L- PROIL, HT 14

8 15" RP 8/17/ PROJT RRN NO. R-43 R/W HT NO. HT NO. NAD / ROADWAY DIGN HYDRAULI GIN ONTRUTION AT OUND LAN -Y- PO TA 2+. AINT JAM IR APTIZD HOLIN HURH O GOD PRLIMINARY PLAN DO NOT U OR ONTRUTION N DOT HT O MTARY YNTHIA LAN WOOD OIL JRRY L McDOWLL WOOD Pipe = 24" Q()= 14 cfs V()= fps JAM McDOWLL 48"WW & 1W WOOD MTARY 48"WW & 1W XIITING R/W VARI RVIIO N 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ 255 IT 9 Natural Groun 15 ilter abric LATRAL A TH *When is < 6.0 TATUM PROPRTI LL, DTAIL N ( Not to cale) D Type of Liner= Rip-Rap b 1"/t. Min. D= 1.5 t. Max. = 1.5 t. = 4.0 t. b= 2.0 t. ill lope ROM TA. 2+ TO TA. 2+ -Y2- Rt.38 XIITING R/W VARI 2 Natural Groun ilter abric LATRAL A TH *When is < DTAIL ( Not to cale) D Type of Liner= lass I Rip-Rap 48"WW & 1W b 1"/t. Min. D= 1.5 t. Max. = 1.5 t. = 2.0 t. b= 2.0 t. ROM TA. 2+ TO TA. 2+ -Y2- Rt 18" RP RMOV XITING GUARDRAIL +. XIT. R/W TI /A N ON HW TO XITING N DTAIL N ill lope +. 1 N HWY T L ta.= 2+ to L- Rt DA = 26 Ac Q= cfs V= 6.4 fps = 1.4 ft s= 9.6% n=0.06 NATURAL OUND = 2.0 t. b= 5.0 t. 48" RP 48" RP RMP- POT ta. +. = -Y- TA 2+., 54 RT DTAIL TO PROTTION ( Not to cale) b Type of Liner= PRM WOOD 2:1OR DTAIL LATTR ILL LOP ROM TA TO TA RMP- Rt RTAIN XITING GUARDRAIL N HWY T WL 15" RP -RMP- T ta. 1+. RMOV XITING GUARDRAIL IN 2 AT-1 VRLY TAYLOR PARK XIT. R/W WD TI /A N DTAIL TO XITING N 1KD ON OIL ANOPY WOOD 7 q. Ys 1 LA -RMP- ta Tons Rip Rap 06 Pipe = 18" Q(2)= 7.6 cfs V(2)= 5.6 fps n of Pa Q(2)= 7.6 cfs V(2)= 2.0 fps OIL DNOT XAVATION IN WTLAND 07 18" RP-II M ATH LIN -Y- TA. 2+ HT 6 AL 1"= IT 7 0 DNOT ILL IN WTLAND OR -Y- PROIL, H H DNOT HAND HT 15 OR -RMP- PROIL, LARING HT 18

9 15" RP 8/17/ PROJT RRN NO. R-43 R/W HT NO. ROADWAY DIGN HT NO. HYDRAULI GIN ONTRUTION AT OUND LAN -Y- PO TA 2+. NAD / AINT JAM IR APTIZD HOLIN HURH O GOD PRLIMINARY PLAN DO NOT U OR ONTRUTION N DOT HT O MTARY YNTHIA LAN WOOD OIL JRRY L McDOWLL WOOD Pipe = 24" Q()= 14 cfs V()= fps RVIIO N 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ JAM McDOWLL "WW & 1W IT 9 WOOD Natural Groun 15 ilter abric LATRAL A TH *When is < "WW & 1W TATUM PROPRTI LL, ( Not to cale) D Type of Liner= Rip-Rap b 1"/t. ROM TA. 2+ TO TA. 2+ -Y2- Rt DTAIL N.38 Min. D= 1.5 t. Max. = 1.5 t. = 4.0 t. b= 2.0 t. XIITING R/W VARI XIITING R/W VARI ill lope 2 Natural Groun ilter abric LATRAL A TH *When is < ( Not to cale) D MTARY DTAIL Type of Liner= lass I Rip-Rap b 1"/t. ROM TA. 2+ TO TA. 2+ -Y2- Rt 48"WW & 1W = 2.0 t. b= 2.0 t. 18" RP RMOV XITING GUARDRAIL +. XIT. R/W TI /A N +. 1 Min. D= 1.5 t. Max. = 1.5 t. 16 ON HW TO XITING N DTAIL N ill lope +. 1 ta.= 2+ to L- Rt DA = 26 Ac Q= cfs V= 6.4 fps = 1.4 ft s= 9.6% n=0.06 NATURAL OUND = 2.0 t. b= 5.0 t. N HWY T L 48" RP 48" RP RMP- POT ta. +. = -Y- TA 2+., 54 RT DTAIL TO PROTTION ( Not to cale) b Type of Liner= PRM 2:1OR DTAIL LATTR ROM TA TO TA RMP- Rt WOOD RTAIN XITING GUARDRAIL ILL LOP N HWY T WL 15" RP RMOV XITING GUARDRAIL -RMP- T ta. 1+. IN VRLY TAYLOR PARK 16 2 AT XIT. R/W WD TI /A N DTAIL TO XITING N 1KD ON ANOPY DNOT XAVATION IN WTLAND 04 OIL 05 WOOD 7 q. Ys 1 LA -RMP- ta Tons Rip Rap 06 Pipe = 18" Q(2)= 7.6 cfs V(2)= 5.6 fps n of Pa Q(2)= 7.6 cfs V(2)= 2.0 fps OIL 07 18" RP-II M ATH LIN -Y- TA. 2+ HT 6 AL 1"= IT 7 0 DNOT ILL IN WTLAND OR -Y- PROIL, H H DNOT HAND HT 15 OR -RMP- PROIL, LARING HT 18

10 2/17/24 RVIIO N am keeter R:\Hyraulics\PRM IT_nvironm ental\drawings\r43_hy_prm_wet_pha.gn 8/17/ $$$$$$YTIM$$$$$ $$$$URNAM$$$$ N HWY T L ta.= 2+ to L- Rt DA = 26 Ac Q= cfs V= 6.4 fps = 1.4 ft s= 9.6% n=0.06 NATURAL OUND 48" RP 48" RP +. 1 WOOD RTAIN XITING GUARDRAIL IT 9 2:1OR DTAIL LATTR N HWY T WL 15" RP RMOV XITING GUARDRAIL IN VRLY TAYLOR PARK 16 2 AT XIT. R/W WD TI /A N DTAIL TO XITING N 1KD ON 04 OIL 05 WOOD 7 q. Ys 1 LA 2 Tons Rip Rap 06 Pipe = 18" Q(2)= 7.6 cfs V(2)= 5.6 fps n of Pa Q(2)= 7.6 cfs V(2)= 2.0 fps OIL 07 18" RP- I 07 15" RP- I M#2 RIGHT DNOT XAVATION IN WTLAND L-TA LV.. OIL H H 15" RP IT 7 DNOT ILL IN WTLAND DNOT HAND LARING PROJT RRN NO. R-43 ROADWAY DIGN R/W HT NO. AL 1"= HYDRAULI 0 HT NO. A INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION HT O WOOD N DOT

11 2/18/24 am keeter R:\Hyraulics\PRM IT_nvironm ental\drawings\r43_ry_xpl_y_ph.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ 8/23/ PROJ. RRN NO L= :1 6:1 6:1 6: Y- -RMP RMP RMP RMP R HT NO. X HT O L=. 1 1

12 8/17/ IT 8 PROJT RRN NO. R-43 R/W HT NO. ROADWAY DIGN HT NO. 11 HYDRAULI NAD / PRLIMINARY PLAN DO NOT U OR ONTRUTION TH OUNTY O LADN HT O TH OUNTY O LADN LANLL OUNDARY -RMPD- T ta. +. = -Y- TA 2+., 54 LT TH OUNTY O LADN RVIIO N M ATH LIN -Y- TA. 2+ HT 6 48"WW & 1W 1 LADN OUNTY 15" RP-I 4 15" RP- I 15" RP 2 6"PV WOOD 48"WW & 1W 2 3 OLLAR Ajust 24" RP-I -RMPD- -Y- Pipe = 24" Q()= 12 cfs V()= 5.8 fps LA 8 Tons Rip Rap 21 q. Ys 5 " RP-I DTAIL 6 N HWY 23 T WL N HWY 23 T L 15" RP Pipe = 15" Q()= 3 cfs V()= 7 fps 7 0 XIITING R/W VARI LA ANK ONLY 2 Tons Rip Rap 15" RP-III 7 q. Ys XIITING R/W VARI -Y- ta " RP 15" RP 48"WW & 1W XITING RW WOOD -Y- T ta "WW & 1W 5 TO LIZATHTOWN DLMAR POLLRT LADN OUNTY LADN OUNTY WOOD LADN OUNTY TH OUNTY O LADN WOOD GARRIK PUR 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH11.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ Natural Groun ilter abric LATRAL A TH *When is < 6.0 DTAIL ( Not to cale) D Type of Liner= lass I Rip-Rap b 1"/t. Min. D= 1.5 t. Max. = 1.5 t. = 2.0 t. b= 2.0 t. ROM TA. 2+ TO TA. 2+ -Y2- Lt ill lope T T ND ONTRUTION WT OUND LAN -Y- PO TA 4+. DNOT IMPAT IN URA WATR 0 OR -Y- PROIL, HT 17 DNOT TMPORARY OR -RMPD- PROIL, AL 1"= HT 18 IMPAT IN URA WATR

13 8/17/ TH OUNTY O LADN IT 8 NAD / PROJT RRN NO. R-43 ROADWAY DIGN R/W HT NO. HT NO. 11 HYDRAULI PRLIMINARY PLAN DO NOT U OR ONTRUTION HT O TH OUNTY O LADN LANLL OUNDARY -RMPD- T ta. +. = -Y- TA 2+., 54 LT TH OUNTY O LADN RVIIO N M ATH LIN -Y- TA. 2+ HT "WW & 1W LADN OUNTY LADN OUNTY LADN OUNTY 15" RP-I 4 15" RP- I 15" RP 2 3 6"PV OLLAR Ajust WOOD 48"WW & 1W 24" RP-I -RMPD- -Y- Pipe = 24" Q()= 12 cfs V()= 5.8 fps LA 8 Tons Rip Rap 21 q. Ys 5 " RP-I DTAIL 6 N HWY 23 T WL N HWY 23 T L Pipe = 15" Q()= 3 cfs V()= 7 fps 15" RP 7 0 XIITING R/W VARI LA ANK ONLY 2 Tons Rip Rap 15" RP-III 7 q. Ys XIITING R/W VARI -Y- ta " RP 15" RP 48"WW & 1W XITING RW WOOD WOOD -Y- T ta TO LIZATHTOWN 48"WW & 1W DLMAR POLLRT LADN OUNTY TH OUNTY O LADN WOOD GARRIK PUR 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH11.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ Natural Groun ilter abric LATRAL A TH *When is < 6.0 DTAIL ( Not to cale) D Type of Liner= lass I Rip-Rap b 1"/t. ROM TA. 2+ TO TA. 2+ -Y2- Lt Min. D= 1.5 t. Max. = 1.5 t. = 2.0 t. b= 2.0 t. ill lope T T ND ONTRUTION WT OUND LAN -Y- PO TA 4+. DNOT IMPAT IN URA WATR 0 OR -Y- PROIL, HT 17 DNOT TMPORARY OR -RMPD- PROIL, AL 1"= HT 18 IMPAT IN URA WATR

14 8/17/ TH OUNTY O LADN PROJT RRN NO. R43 R/W HT NO. ROADWAY DIGN HT NO. 11A HYDRAULI Pipe = 24" Q()= 12 cfs V()= 5.8 fps IT 8 LA 8 Tons Rip Rap 21 q. Ys DTAIL Pipe = 15" Q()= 3 cfs V()= 7 fps NAD / INOMPLT PLAN DO NOT U OR R/W AQUIITION PRLIMINARY PLAN DO NOT U OR ONTRUTION HT O WOOD 24" RP-I 5 " RP-I 6 7 XIITING R/W VARI LA ANK ONLY 2 Tons Rip Rap 7 q. Ys 15" RP-III " RP RVIIO N N HWY 23 T WL 15" RP 15" RP -Y- 0 N HWY 23 T L 2/17/24 R:\Hyraulics\PRMIT_nvironmental\Drawings\R43_Hy_prm_wet_PH11A.gn $$$$$$YTIM$$$$$ $$$$URNAM$$$$ RM TH OUNTY O LADN XIITING R/W VARI T AL 1"= T 48"WW & 1W 0 WOOD DNOT IMPAT IN URA WATR XITING RW DNOT TMPORARY IMPAT IN URA WATR GARRIK PUR

15 WTLAND PRMIT IMPAT UMMARY WTLAND IMPAT URA WATR IMPAT Han xisting xisting Permanent Temp. xcavation Mechanize learing Permanent Temp. hannel hannel Natural ite tation tructure ill In ill In in learing in W W Impacts Impacts tream No. (rom/to) ize / Type Wetlans Wetlans Wetlans in Wetlans Wetlans impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 + to L-RT ILL RMPD ILL 0.32 <0. + to L-RT 36" RP to L-RT ANK TALIZATION <0. < to +51-L- RP 0.06 <0. 9 ANK TALIZATION <0. < DRV1 " RP <0. <0. 8 ANK TALIZATION <0. < to + -L-RT ILL to RMP ILL to 2+-Y-LT 15" RP <0. 7 ANK TALIZATION <0. < RMP-RT ILL < TO 41+-Y-RT ILL < IT 2 HA N RMOVD ROM PLAN 0. acres of Temporary ill in Wetlans in the Han learing areas for erosion control measures. N DPARTMNT O TRANPORTATION VIION O HIGHWAY LADN OUNTY W (R-43) ATN Revise 3/31/05 HT of 31 #########

16 WTLAND PRMIT IMPAT UMMARY WTLAND IMPAT URA WATR IMPAT Han xisting xisting Permanent Temp. xcavation Mechanize learing Permanent Temp. hannel hannel Natural ite tation tructure ill In ill In in learing in W W Impacts Impacts tream No. (rom/to) ize / Type Wetlans Wetlans Wetlans in Wetlans Wetlans impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) to +23-L-RT ANK TALIZATION <0. < TO +35-L-LT ILL < AND TOTAL <0. 4 N DPARTMNT O TRANPORTATION VIION O HIGHWAY LADN OUNTY W (R-43) ATN Revise 3/31/05 HT 31 of 31 2/17/24

REMOVE FES STA TO STA Y4RPA- LT CLASS B RIP RAP EST 2 TONS EST 7 SY FF CLASS I RIP RAP EST 11 TONS EST 22 SY FF

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