'' ' ' '' ' ' ' ' Sabine Pass to Galveston Bay Drainage Area ST 62 ST 87 ST 87. Alignment ' Outfalls. Major Rivers Watersheds OC37 OC4 OC5 OC6 OC7 OC9
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1 10 ST 62 ST 87 OC3 OC9 OC11 OC5 OC6 OC4 Orange OC7 OC8 OC41 OC40 OC10 OC12 Outfalls Major Rivers Watersheds OC39 OC38 OC36 OC35 OC37 OC34 ST 87 OC33 OC18 OC32 OC19 OC25 OC20 OC31 OC24 OC21 OC30 OC26 OC23 OC22 Bridge OC27 City OC29 OC28 Sabine Pass to Galveston Bay Drainage Area OC Miles OC16 OC14 OC15 OC13 1 : 60,000 D - Overview D-10 D-9 D-8 D-7 Sabine Sabine River River D-6 D-1 D-2 D-3 D-4 D-5
2 OC3 OC4 OC5 3-6x3 RBC 3-5x4 RBC OC6 P 4-6x4 RBC OC7 2-6x4 RBC OC9 OC8 Sabine River OC10 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 1 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
3 OC9 2-5x4 RBC OC8 P Existing 2-5x4 RBC OC10 OC11 2-6x4 RBC 1-6x4 RBC Sabine River OC12 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 2 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
4 OC12 2-5x4 RBC Sabine River 3-10x10 RBC OC10 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 3 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
5 OC10 Sabine River GATE P OC13 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 4 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
6 OC16 OC14 OC15 5-4x4 RBC 5-5x4 RBC OC13 OC10 OC " RCP 3-6x5 RBC 10-7x10 RBC 10-7x10 RBC Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 5 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
7 OC15 OC16 OC x5 RBC 2-6x8 RBC 2-6x4 RBC 1-48" RCP P GATE 2-36" RCP OC18 OC20 3-6x3 RBC OC19 2-5x4 RBC 4-5x4 RBC 3-6x3 RBC OC21 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 6 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
8 OC31 OC32 OC25 5-7x5 RBC 5-7x5 RBC OC24 3-5x4 RBC OC17 OC20 OC21 2-6x4 RBC OC26 OC23 OC22 OC30 OC29 OC27 5-5x4 RBC 2-5x4 RBC 3-5x4 RBC 3-6x3 RBC 3-6x3 RBC P 5-4x4 RBC OC28 3-6x3 RBC P Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 7 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
9 5-6x4 RBC OC37 Variable Intake Structure 1-48" RCP 1-48" RCP OC36 2-6x4 RBC OC35 2-5x4 RBC OC34 3-7x5 RBC 1-48" RCP 1-48" RCP 5-6x4 RBC OC33 OC32 4-5x5 RBC 5-6x4 RBC OC31 4-6x4 RBC OC30 OC29 Sabine Pass to Galveston Bay ** Variable Intake Structure is Drainage Area used during normal conditions with a variable intake system to Major Rivers be used during surge events. Miles Watershed 1 : 10,000 D - 8 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
10 OC41 OC17 OC40 3-6x3 RBC OC34 P 7-7x5 RBC 2-6x5 RBC OC39 2-7x5 RBC OC38 4-6x4 RBC OC36 Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 9 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
11 OC40 OC41 1-5x4 RBC 6-7x5 RBC Sabine Pass to Galveston Bay Drainage Area Major Rivers Miles Watershed 1 : 10,000 D - 10 Outfalls 4P Pump Locations D-10 D-9 D-8 D-7 D-6 D-5 D-1 D-2 D-3 D-4
12 Adjacent Impacts D D Sabine River D D D D Neches River Orange D D D D Port Arthur Surge Impact Change (WP-WOP) Miles The surge builds at the levee, but other than the levee area there is no significate impact to the surge height. In areas away from the levee line the change remains coinstant within -0.5 and 0.5 ft. Interstate Highway D Change Levee River Source: ERDC Surge Modeling D - 11
13 Orange 3 Inundation Change at the 100 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 12
14 Orange 3 Inundation Change at the 500 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 13
15 Freeport Inundation Change at the 100 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 14
16 Freeport Inundation Change at the 500 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 15
17 Port Arthur Inundation Change at the 100 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 16
18 Port Arthur Inundation Change at the 500 Year Floodplain Level With Project Without Project Inundation levels were derived from FEMA floodplain point data Miles D - 17
19 Print Date Wed 28 December 2016 U.S. Army Corps of Engineers Time 12:20:33 Eff. Date 12/28/2016 Project S2G: Sabine Pass to Galveston Bay, Texas COE Standard Report Selections Title Page Sabine Pass to Galveston Bay, Texas NOTE: The costs for work breakdown Accounts 01, 30, and 31 were developed and found in the TPCS only to prevent errors. The escalation percentage is developed from the construction schedule and included in the TPCS. Contingences were developed in the Risk Analysis and were included in the TPCS. Due to the breakout of Federal and Non-Federal Sponsor costs rounding errors do occur, but they tally correctly. Estimated by Designed by Prepared by CESWG-EC-PS CESWG-E Jackie Lockhart Preparation Date 12/28/2016 Effective Date of Pricing 12/28/2016 Estimated Construction Time Days This report is not copyrighted, but the information contained herein is For Official Use Only. Labor ID: NLS2015 EQ ID: EP14R06 Currency in US dollars TRACES MII Version 4.3
20 Print Date Wed 28 December 2016 U.S. Army Corps of Engineers Time 12:20:33 Eff. Date 12/28/2016 Project S2G: Sabine Pass to Galveston Bay, Texas COE Standard Report Selections Project Cost Summary Report Page 1 Description Quantity UOM DirectCost ContractCost ProjectCost Project Cost Summary Report 1,671,991,257 2,021,658,113 2,021,658, Orange 1.00 LS 1,025,990,908 1,203,797,828 1,203,797, Non-Fed 1.00 LS 36,685,912 48,361,492 48,361, Relocations 1.00 LS 36,685,912 48,361,492 48,361, Federal 1.00 LS 989,304,996 1,155,436,336 1,155,436, Fish and Wildlife Facilities 1.00 LS 12,494,161 15,103,859 15,103, Levees and Floodwalls 1.00 LS 535,324, ,362, ,362, Pumping Plant based on 9/27/16-13,200 cfs numbers 1.00 LS 358,272, ,272, ,272, Floodway Control-Diversion Struc 1.00 LS 83,213, ,697, ,697, Port Arthur 1.00 LS 358,746, ,825, ,825, Non-Fed 1.00 LS 22,150,124 29,199,574 29,199, Relocations 1.00 LS 22,150,124 29,199,574 29,199, Federal 1.00 LS 336,596, ,625, ,625, Levees and Floodwalls 1.00 LS 336,596, ,625, ,625, Freeport 1.00 LS 287,254, ,034, ,034, Non-Fed 1.00 LS 15,860,613 20,908,378 20,908, Relocations 1.00 LS 15,860,613 20,908,378 20,908, Federal 1.00 LS 271,393, ,126, ,126, Levees and Floodwalls 1.00 LS 227,134, ,781, ,781, Pumping Plant 1.00 LS 10,775,029 14,204,267 14,204, Floodway Control-Diversion Struc 1.00 LS 33,483,933 44,140,457 44,140,457 Labor ID: NLS2015 EQ ID: EP14R06 Currency in US dollars TRACES MII Version 4.3
21 Print Date Wed 28 December 2016 U.S. Army Corps of Engineers Time 12:20:33 Eff. Date 12/28/2016 Project S2G: Sabine Pass to Galveston Bay, Texas COE Standard Report Selections Table of Contents Description Page Project Cost Summary Report 1 01 Orange Non-Fed Relocations Federal Fish and Wildlife Facilities Levees and Floodwalls Pumping Plant based on 9/27/16-13,200 cfs numbers Floodway Control-Diversion Struc 1 05 Port Arthur Non-Fed Relocations Federal Levees and Floodwalls 1 10 Freeport Non-Fed Relocations Federal Levees and Floodwalls Pumping Plant Floodway Control-Diversion Struc 1 Labor ID: NLS2015 EQ ID: EP14R06 Currency in US dollars TRACES MII Version 4.3
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