J.4 - SITE LAYOUT AND PRE-TREATMENT STORAGE AREA (PTSA) PRELIMINARY_DESIGN.pdf

Date: Size: Scale:

Revision: No: Sheet:

2nd Jun 2021 A3 As Shown

09 00 01

TCH Treatment Plant

Prepared by:

Drawing Title:

DIOXIN REMEDIATION

AT BIEN HOA AIRBASE

AREA PROJECT

Project Name:

G

G

G

G TCH Treatment Plant

Treated Material Storage Area

Site Office

Pre-Treatment Storage Area

W astewater - Vapor

Treatment Plant

G

Substation and W ater Supply

Haemers’s Site

G

G

Detention Ponds

G

Guard Shack

G

Guard Shack

Legend

Scale:

50 0 50 10025 M

1:3,000

Projection: VN-2000, central meridian 107 0 45 '

Treatment Function Area (m2)

30,600 3,100 12,000 26,700

5,000 Pre-Treatment Sto rage Area Wastew ater - Vapo r Treatment Plant TCH Treatment Plant Treated Mater ial Sto r age Area

Site Office

1,000Sub station and Water Supply

*No tes: A distance fr om TCH Treatment Plant b oundar y to Haemer's fencing is 6 m.

Steel Fencing

Pre-Treatment Sto rage Area

Wastewater - Vapo r Treatment Plant TCH Treatment Plant Treated Mater ial St o rage Area

Site Office

Sub station and Water Supply Haemer s’s fencing

Detention Pond

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

F F

F F

F

F

F

F

F F

F

F

FF Route In & Route Out

G G

C100-003

A

C100-003

A

C100-004

B

C100-004

C

C100-004

C

C100-004

B

A307/05/2021

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

LE THI THANH THUY

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

CIVIL WORKS PHASE 1

11/05/2021

C100-002 02

PRE-TREATMENT STORAGE

AREA PLAN

PRE-TREATMENT STORAGE AREA PLAN

SC: 1-1000

AutoCAD SHX Text 2.75m

AutoCAD SHX Text 2.50m

AutoCAD SHX Text 3.00m

AutoCAD SHX Text 3.00m

AutoCAD SHX Text 2.75m

AutoCAD SHX Text 2.50m

AutoCAD SHX Text

SEDIMENT DRYING BED

AutoCAD SHX Text

CONTAINMENT CURB

AutoCAD SHX Text

TURBIDITY CURTAIN WITH EXPANDED POLYSTYRENE (EPS) FOAM FOR FLOTATION

AutoCAD SHX Text NOTES: - ALL DIMENSIONS ARE IN CENTIMETER. ALL DIMENSIONS ARE IN CENTIMETER. - PTSA IS INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO PTSA IS INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO IS INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO IS INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO INCLUDED TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO TWO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO CELLS. EACH CELL HAS 2 SUMPS AT THE CONNERS TO EACH CELL HAS 2 SUMPS AT THE CONNERS TO EACH CELL HAS 2 SUMPS AT THE CONNERS TO CELL HAS 2 SUMPS AT THE CONNERS TO CELL HAS 2 SUMPS AT THE CONNERS TO HAS 2 SUMPS AT THE CONNERS TO HAS 2 SUMPS AT THE CONNERS TO 2 SUMPS AT THE CONNERS TO 2 SUMPS AT THE CONNERS TO SUMPS AT THE CONNERS TO SUMPS AT THE CONNERS TO AT THE CONNERS TO AT THE CONNERS TO THE CONNERS TO THE CONNERS TO CONNERS TO CONNERS TO TO TO COLLECT RAINWATER AND LEACHATE FROM THE CENTER OF THE CELL, WHICH IS RAINWATER AND LEACHATE FROM THE CENTER OF THE CELL, WHICH IS RAINWATER AND LEACHATE FROM THE CENTER OF THE CELL, WHICH IS AND LEACHATE FROM THE CENTER OF THE CELL, WHICH IS AND LEACHATE FROM THE CENTER OF THE CELL, WHICH IS LEACHATE FROM THE CENTER OF THE CELL, WHICH IS LEACHATE FROM THE CENTER OF THE CELL, WHICH IS FROM THE CENTER OF THE CELL, WHICH IS FROM THE CENTER OF THE CELL, WHICH IS THE CENTER OF THE CELL, WHICH IS THE CENTER OF THE CELL, WHICH IS CENTER OF THE CELL, WHICH IS CENTER OF THE CELL, WHICH IS OF THE CELL, WHICH IS OF THE CELL, WHICH IS THE CELL, WHICH IS THE CELL, WHICH IS CELL, WHICH IS CELL, WHICH IS WHICH IS WHICH IS IS IS SLOPE TO THE CONNERS. - WATER FROM SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO WATER FROM SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO FROM SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO FROM SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO SUMPS FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO FOR SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO SEDIMENT SETTLEMENT WILL BE COLLECTED INTO TWO SETTLEMENT WILL BE COLLECTED INTO TWO SETTLEMENT WILL BE COLLECTED INTO TWO WILL BE COLLECTED INTO TWO WILL BE COLLECTED INTO TWO BE COLLECTED INTO TWO BE COLLECTED INTO TWO COLLECTED INTO TWO COLLECTED INTO TWO INTO TWO INTO TWO TWO TWO DETENTION PONDS BEFORE DISCHARGE. - CIVIL WORKS 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM CIVIL WORKS 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM WORKS 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM WORKS 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM 1 CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM CONTRACTOR WILL LOAD MATERIAL FROM WEST TO EAST, FROM WILL LOAD MATERIAL FROM WEST TO EAST, FROM WILL LOAD MATERIAL FROM WEST TO EAST, FROM LOAD MATERIAL FROM WEST TO EAST, FROM LOAD MATERIAL FROM WEST TO EAST, FROM MATERIAL FROM WEST TO EAST, FROM MATERIAL FROM WEST TO EAST, FROM FROM WEST TO EAST, FROM FROM WEST TO EAST, FROM WEST TO EAST, FROM WEST TO EAST, FROM TO EAST, FROM TO EAST, FROM EAST, FROM EAST, FROM FROM FROM NORTHERN CELL TO SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 CELL TO SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 CELL TO SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 TO SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 TO SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 SOUTHERN CELL USING EASTERN ACCESS ROADS. TREATMENT 1 CELL USING EASTERN ACCESS ROADS. TREATMENT 1 CELL USING EASTERN ACCESS ROADS. TREATMENT 1 USING EASTERN ACCESS ROADS. TREATMENT 1 USING EASTERN ACCESS ROADS. TREATMENT 1 EASTERN ACCESS ROADS. TREATMENT 1 EASTERN ACCESS ROADS. TREATMENT 1 ACCESS ROADS. TREATMENT 1 ACCESS ROADS. TREATMENT 1 ROADS. TREATMENT 1 ROADS. TREATMENT 1 TREATMENT 1 TREATMENT 1 1 1 CONTRACTOR WILL UNLOAD MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL WILL UNLOAD MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL WILL UNLOAD MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL UNLOAD MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL UNLOAD MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL MATERIAL AT THE SAME DIRECTION ORDER WITH CIVIL AT THE SAME DIRECTION ORDER WITH CIVIL AT THE SAME DIRECTION ORDER WITH CIVIL THE SAME DIRECTION ORDER WITH CIVIL THE SAME DIRECTION ORDER WITH CIVIL SAME DIRECTION ORDER WITH CIVIL SAME DIRECTION ORDER WITH CIVIL DIRECTION ORDER WITH CIVIL DIRECTION ORDER WITH CIVIL ORDER WITH CIVIL ORDER WITH CIVIL WITH CIVIL WITH CIVIL CIVIL CIVIL WORKS 1 CONTRACTOR BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS 1 CONTRACTOR BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS 1 CONTRACTOR BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS CONTRACTOR BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS CONTRACTOR BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS BUT USING WESTERN ACCESS ROADS. IF HALF OF CELL IS USING WESTERN ACCESS ROADS. IF HALF OF CELL IS USING WESTERN ACCESS ROADS. IF HALF OF CELL IS WESTERN ACCESS ROADS. IF HALF OF CELL IS WESTERN ACCESS ROADS. IF HALF OF CELL IS ACCESS ROADS. IF HALF OF CELL IS ACCESS ROADS. IF HALF OF CELL IS ROADS. IF HALF OF CELL IS ROADS. IF HALF OF CELL IS IF HALF OF CELL IS IF HALF OF CELL IS HALF OF CELL IS HALF OF CELL IS OF CELL IS OF CELL IS CELL IS CELL IS IS IS EMPTY AND MATERIAL IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND AND MATERIAL IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND AND MATERIAL IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND MATERIAL IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND MATERIAL IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND IS AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND AVAILABLE FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND FOR CIVIL WORKS 1 CONTRACTOR TO HAUL AND CIVIL WORKS 1 CONTRACTOR TO HAUL AND CIVIL WORKS 1 CONTRACTOR TO HAUL AND WORKS 1 CONTRACTOR TO HAUL AND WORKS 1 CONTRACTOR TO HAUL AND 1 CONTRACTOR TO HAUL AND 1 CONTRACTOR TO HAUL AND CONTRACTOR TO HAUL AND CONTRACTOR TO HAUL AND TO HAUL AND TO HAUL AND HAUL AND HAUL AND AND AND LOAD, TWO CONTRACTORS CAN SWITCH ACCESS ROADS EACH OTHER.

1.5

1.5

1.5

1.5

1.5

1.5

A307/05/2021

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

LE THI THANH THUY

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

CIVIL WORKS PHASE 1

CROSS SECTIONS

C100-003 03

11/05/2021

A C100-002

SECTION A

SCALE: 1-200

A C100-002

SECTION A CONTINUED

SCALE: 1-200

NOTE:

A C100-002

SECTION A CONTINUED

SCALE: 1-200

AutoCAD SHX Text

BERM

AutoCAD SHX Text i%%%

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

BERM

AutoCAD SHX Text i%%%

AutoCAD SHX Text

BERM

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMMON FILL 20CM THICK

AutoCAD SHX Text

GROUND LEVELLING

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMMON FILL 20CM THICK

AutoCAD SHX Text

GROUND LEVELLING

AutoCAD SHX Text

- ALL DIMENSIONS ARE IN CENTIMETER.

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMMON FILL 20CM THICK

GROUND LEVELLING

1.5 1

1.5

1.5

BERM

1.5

1.5

A307/05/2021

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

LE THI THANH THUY

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

CIVIL WORKS PHASE 1

CROSS SECTIONS

C100-004 04

11/05/2021

B C100-002

SECTION B-B

SCALE: 1-30

C C100-002

SECTION C-C

SCALE: 1-200

NOTE:

AutoCAD SHX Text

SILT CURTAIN

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

CONTAINMENT CURB

AutoCAD SHX Text

TURBIDITY CURTAIN WITH EXPANDED POLYSTYRENE (EPS) FOAM FOR FLOTATION

AutoCAD SHX Text

SKIMMER

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

TO EAST PERIMETER DRAINAGE CHANNEL

AutoCAD SHX Text i %1%

AutoCAD SHX Text i %2%

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMMON FILL 20CM THICK

AutoCAD SHX Text

GROUND LEVELLING

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

HDPE 1.5MM THICK

AutoCAD SHX Text

COMPACTION OF EXCAVATED GROUND

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMMON FILL 20CM THICK

AutoCAD SHX Text

GROUND LEVELLING

- ALL DIMENSIONS ARE IN CENTIMETER.