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4 304. .(.42+000 .57+000)

2557

Environmental Impact Assessment (EIA) Report

: .... : :

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4 304 (). . (.42+000 - .57+000)

SIGEC / PVS-95 / ENRICH / GFE

1. 11.1 11.2 41.3 4

2. 5

3. 15

4. 45

5. 88

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4 304 (). . (.42+000 - .57+000)


2-1 11

2-2 15

3-1 313-2 333-3 38

4-1

46

5-2 89

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4 304 (). . (.42+000 - .57+000)


1-1 3.

2-1 62-2 1 1 82-3 2 1 9

2-4 2 1 10

2-5 1 2 122-6 2 2 132-7 3 2 143-1 1() 173-2 1 () 173-3 1() 183-4 1 () 18

3-5 2 .44+000 193-6 2 .46+100 203-7 2 213-8 2 213-9 1A .50+700 223-10 243-11 24

(55+750 56+750)3-12 1B .55+900 25

()3-13 1B .56+100 26

()3-14 (Climbing Lanes) .43+200 - .44+000 273-15 (Climbing Lanes) 27

.44+600 .45+700 .46+000 .47+450

3-16 .44+800 273-17 27

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4 304 (). . (.42+000 - .57+000)


()

3-18 . 46+050 283-19 29

(/.)3-20 30

3-21 .51+020 - 51+080 32

3-22 343-23 35

3-24 39

3-25 403-26 (Monkey bridge) 413-27 2 433-28 44

304.- .26-.29

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4 304 (). . (.42+000 - .57+000)

SIGEC / PVS-95 / ENRICH / GFE 1

4 304. . (.42+000 - .57+000)

1. 304 . .110

..2498 ..2508 4 (2)10 .. 2538 4 7...

. . ..... 860

1.1 304 .- . 4

2 .26+000 .29+000.42+000 .57+000 2

4 10 ..2538 4

304

2 44+800

100

200

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4 304 (). . (.42+000 - .57+000)


13 2550

304 . . .26+000 - .29+000 ...-95 4 304 . .(.42+000 .57+000)

2 -

1 2.43+000-.47+800 .51+000-.51+400 2 5,200 .50+200-.51+000 .51+400 . 52+700 1A 2,100 .54+300-.56+4001B 2,100

1 (24 ..2555)20 ( 20.3 20.6) 34

20

20.3 2 20.6 2

341

1-1

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4 304 (). . (.42+000 - .57+000)


:

.

: http://www.onep.go.th/eia/guildlineeia_new.htm

1-1 .

EIA

EIA./.

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4 304 (). . (.42+000 - .57+000)


1.2 4 304 . .

(.42+000 .57+000) 15

(1)

(2) (3) (4) (Road User Costs)(5)

(6)

(7) (Environmental Management Plans)

(8) (9)

(EIA)

1.3

4 304 . .(.42+000 .57+000)

(1)

(2)

(3)

(Environmental ImpactAssessment : EIA)

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4 304 (). . (.42+000 - .57+000)


15

(1)

(2)

(3)

(4)

(5) (6)

(7) (8) (9)

(10)

(11) (12)

(13) (14) (15)

2.

4 304 .-.(.42+000 .57+000) .42+000 5 .57+000 15 500 2-1

40 80

2 ()() 40

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4 304 (). . (.42+000 - .57+000)


:-

2-1

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4 304 (). . (.42+000 - .57+000)


1)

2)

3) - (Raised Median) (Depressed Median) (Concrete Barrier)

4)

5)

6)

7)

8) 304 . .

.42+000 - .57+000 2 1 .42+000 .48+600 6.6 2 (Rolling) .48+600 .57+0008.4

1) 1 (.42+00 .48+600)2

1.1) 1 (ConcreteBarrier) 2-2

1.2) 2 (VerticalCurve)

2-3 2-4

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4 304 (). . (.42+000 - .57+000)


2-21

1

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4 304 (). . (.42+000 - .57+000)


2-32

1

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2-42

1

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4 304 (). . (.42+000 - .57+000)


2) 2 (.48+600 .57+000) 3 2.1) 1

5.00 2-52.2) 2

(Concrete Barrier)2-6

2.3) 3 (Depressed Median) 11.50

2-7304

3 2-1

2-1

1 35

2 25

3 40

100

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2-51

2

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4 304 (). . (.42+000 - .57+000)


2-6

2

2

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2-73

2

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4 304 (). . (.42+000 - .57+000)


3

3 1 (.42+000 -.48+600) 2 (.48+600 - .57+000) 2-2 121 2 1

2

2-2

1

.42+000 - .48+600

2

.48+600 - .57+000

1

2

1

2

3

1 35 18.16 28.62 32.96 22.96 22.96

2 25 21.00 21.70 24.02 21.00 14.37

3 40 15.80 24.20 27.60 27.60 16.00

100 54.96 74.52 84.58 71.56 53.33

3.

4 50 4

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4 304 (). . (.42+000 - .57+000)


1) 304 .

. (.42 +000 .57+000)4 7

40 2

1 (. 42+000 . 48+600) 4 3.5 2.5 (Concrete Barrier)

()(Separated Grade)3-13-41

42+000 -44+000 44+000 - 44+600 44+600-47+175 47+175-47+800 47+800-48+600

1 2 .43+000 .47+800 4,800 2 .44+000 3-5

. 46+100 3-6

2 (. 48+600 - . 57+000)2 4 3.5 1 2.5 (raisedmedian) 5 3-73-81A.50+200 . 51+000.51+400 .52+700 2,100

1A . 50+700 3-9

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SIGE

4. .

/ PVS-95 / E

(

RICH / GFE

3-2

3.42+000 - .

3-1 (

04

.57+000)

)

1 (

4

1

(

)

)

17

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SIGE

4. .

/ PVS-95 / E

(

RICH / GFE

3-4

3.42+000 - .

3-3 (

04

.57+000)

1 (

1)

(

)

)

18

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4 304 (). . (.42+000 - .57+000)


.44+000 ()

.44+000

.44+000

3-5 2 .44+000

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4 304 (). . (.42+000 - .57+000)


.46+100 ()

.46+100

.46+100

3-6 2 .46+100

4

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SIGE

4. .

/ PVS-95 / E

(

RICH / GFE

3.42+000 - .

3-7

3-8

04

.57+000)

4

2

2

(

)

21

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4 304 (). . (.42+000 - .57+000)


.50+700

.50+700

.50+700

3-9 1A .50+700

4

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4 304 (). . (.42+000 - .57+000)


55+750 56+750 8 4 2

3-10

3-11

1B .54+300 . 56+4002,100 1B . 55+900 () . 56+100 () 3-12 3-13

2) (Climbing Lanes)

AASHTO 2004.43+200 - .44+000 .44+600 .45+700 .46+000 .47+450 1 3.5 1.53-143-15

7% (7%)

.42+000-.48+600

3) (Emergency Escape Ramps) AASHTO 2004

.44+800 (Sand Pile) 100 3-16200 10 % 3-17 1 . 46+050 260 7 % 2 (Sand Pile) 3-18

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4 304 () .. ( .42+000 -.57+000)


3-10

3-11 (55+750 56+750)

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4 304 (). . (.42+000 - .57+000)


(55+750 56+750)

.55+900 ()

.55+900 ()

3-12 1B .55+900()

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4 304 (). . (.42+000 - .57+000)


(55+750 56+750)

.56+100 ()

.56+100 ()

3-13 1B .56+100()

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SIGE

4. .

/ PVS-95 / E

3-16

(

RICH / GFE

3-.

3

100

3.42+000 - .

5 44+600

-14

.44+800

04

.57+000)

.45+700

.43+200 -

(Cli.46+00

(Cl

.44+000

3-17

bing Lane

.47+4

imbing Lan

(

)

50

es)

200

)

27

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SIGE

4. .

/ PVS-95 / E

4)

5)

(1)

3-1)

.

(

RICH / GFE

3-1

3.42+000 - .

4

33(

8

04

.57+000)

260

.55

2

1.0

304350 (

(

)-

3-19

3-20

.. 251

. 46+050

)

28

1

1

.

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4 304 (). . (.42+000 - .57+000)


3-19 (/.)

.

/.

.

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4 304 (). . (.42+000 - .57+000)


3-20

(2)1 ( ) .51+055 1 2 44 (6X30) = 180

30 2 30 -

( 1 2 44 ) (Silt Curtain) (3-21)

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4 304 (). . (.42+000 - .57+000)


3-1

. 42+284 2-1.00x49.00 30 2-1.00x62.00 = 12443+455 2-1.00x40.00 -- 2-1.00x53.00 = 10644+065 2-1.00x45.00 45 2-1.00x58.00 = 11644+324 1-1.00x35.00 -- 1-1.00x48.00 = 4844+407 2-1.00x30.00 25 2-1.00x43.00 = 8644+492 2-1.00x38.00 40 2-1.00x51.00 = 10244+719 1-1.00x25.00 10 1-1.00x38.00 = 3844+800 2-1.00x33.00 10 2-1.00x46.00 = 9244+875 2-1.00x30.00 5 2-1.00x43.00 = 8645+198 3-1.00x28.00 -- 3-1.00x41.00 = 12345+337 1-1.00x22.00 -- 1-1.00x35.00 = 3545+753 1-1.00x25.00 45 1-1.00x38.00 = 3845+980 1-1.00x30.00 -- 1-1.00x43.00 = 4346+122 2-1.00x38.00 -- 2-1.00x51.00 = 10246+296 1-1.00x25.00 10 1-1.00x38.00 = 3846+454 2-1.00x35.00 45 2-1.00x48.00 = 9646+601 2-1.00x36.00 45 2-1.00x49.00 = 9846+931 2-1.00x43.00 40 2-1.00x56.00 = 11247+844 1-1.00x36.00 15 1-1.00x49.00 = 4948+079 1-1.00x47.00 -- 1-1.00x60.00 = 6048+268 1-1.00x24.00 10 1-1.00x37.00 = 3748+440 1-1.00x45.00 20 1-1.00x58.00 = 5848+485 1-1.00x35.00 5 1-1.00x48.00 = 4848+697 1-1.00x53.00 15 1-1.00x66.00 = 6649+052 1-1.00x62.00 45 1-1.00x75.00 = 7549+320 2-1.00x40.00 -- 2-1.00x53.00 = 10650+054 1-1.00x59.00 55 1-1.00x72.00 = 7250+142 1-1.00x48.00 20 1-1.00x61.00 = 6150+874 1-1.00x58.00 40 1-1.00x71.00 = 7151+055 2-1.00x44.00 24 2-1.00x58.00 = 11651+761 2-1.00x65.00 -- 2-1.00x78.00 = 15654+826 1-1.00x30.00 5 1-1.00x43.00 = 4356+875 -- -- -- 2-1.00x35.00 = 70

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3-21

.51+020-

51+

080

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6) (U-Turn)

(Vertical Curve) (HorizonCurve)

Single Unit Truck or Bus 12.801 (.42+000-.48+600) .42+100 2 . (48+600-.57+000) 5 2-3 3-2

3-22

3-2

1

2

3

4

5

6

42+100

47+950

50+725

52+800

54+300

55+250

.80

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4 304 (). . (.42+000 - .57+000)


3-22

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7) 2 .80 (.54+560) (.55+920)3-23

3-23

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4 304 (). . (.42+000 - .57+000)


8) 304

29

14 2548-4 4 6 The International Union for Conversation of Nature (IUCN)..2547 304 -

2 -

304 - (Ecological Corridor)

-

1) (Elevated Highway) 2) (Culvert)3) (Highway Tunnel) 4) (Box culvert)

3-3 .42+650 .42+930 3.8%

(3-24)

2 2 3.5 1 1 2.5 1 1.5 1 13 2 27 1 6 (Span) 30

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.27-29 8-10 6

2

40-100 2 1 .41+800 .42+600800 2 .42+930- .43+600 670

.42+600-.42+950 ( 3-25)

(Monkey Bridge) .42+750 . 42+800 10

4 2(3-26)

2 2

2

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4 304 (). . (.42+000 - .57+000)


3-24

.42+650 .42+930

.

.

.42+650 .42+930

.

.

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4 304 (). . (.42+000 - .57+000)


3-25

.

42+930

330

.

42+600

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SIGE

4. .

/ PVS-95 / E

(

RICH / GFE

3.42+000 - .

04

.57+000)

( )

41

3-26

(Monkeybridge)

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4 304 (). . (.42+000 - .57+000)


(2556)

5

-UTM 817080 E, 15845374 N803265 E 1579916 N 304 4 .42+000 . 43+600

5 51 8 () 3,311.10 2-6 10

304 4 304 . .(. 42+000 . 57+000)

304 .-26+000 .29+500 26+000-29+500 (.27-.29 3-27 3-28)

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4 304 (). . (.42+000 - .57+000)


1. .26+000-29+500304 .-26+000 29+500

2. .42+600-.42+9304 304

. .(42+000-57+000):

3-27 2

1.

.26+000-29+500

2..42+600-.42+930

.

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4 304 (). . (.42+000 - .57+000)


.

26+500

.

27+650

.

27+700

.2

9+000

.

26+000

.

30+000

3-28

304.-

.26-.

29

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4.

4-1

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47

4 304 .-.(.42+0

2.

()

12 15

-

422,200 172,300 249,900

50

-

-

-

- (Strip Sodding) (VetiverGrassing)

- (.51+100)

200

-

(Geogrid)(ConcreteSquare Grid with Vetiver Grassing)

. 42+950 - 43+400 . 43+775 - 45+125 . 45+225 - 45+900

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48

4 304 .-.(.42+0

2.

()

. 46+125 - 47+125 . 47+325 - 47+450 . 49+375 - 49+925 . 50+075 - 50+725

- (Concrete Square Grid with Vetiver Grassing)

. 43+650 - 43+750 . 45+925 - 46+000

. 47+475 - 47+600 . 50+950 - 51+125 . 51+625 - 51+800 . 52+075 - 52+225

-

-

-

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49

4 304 .-.(.42+0

3.

- (. 51+000)

-

1)

-

(. 51+100)-

-

-

-

-

50

- 5-10

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50

4 304 .-.(.42+0

3.

(

) - -

-

-

- (CofferDam) (Silt Curtain) 70 %

-

-

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51

4 304 .-.(.42+0

3.

(

) - -

-

2)

-

100

-

3) -

100 -

16

-

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52

4 304 .-.(.42+0

3. () - 100

-

-

(Slope Protection)

-

-

-

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53

4 304 .-.(.42+0

4.

- (CO, NO2, PM-10 TSP) .80

-

3

- 3

-

40/. - 100

-

-

- -

2 -

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54

4 304 .-.(.42+0

4. () .55+350- .55+450 .56+250-56+400 .55+400-.56+400

56+450-56+550

-

- (CO, NO2, PM-10 TSP) .80 (..2557 2577) 10 (PM-10) 5

-

-

-

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55

4 304 .-.(.42+0

5. -

-

(08.00-18.00 .) .

- 40 /

.

-

- / / (Silencer) (Muffer)

- (Pre-boring)

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56

4 304 .-.(.42+0

5. () -

-

-

- Ear Muff Ear Plug 90 dB(A)

-

2 -

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57

4 304 .-.(.42+0

5. () 55+350-.55+450 .56+250-.56+400 .55+400-.56+400.56+450-56+550

-

-

-

- .42+600 .42+950 (Parapet)

3

(Absorptive barriers) (Glass Fiber Reinforced Cement:GRC) 3 (Parapet) 2 .42+600 .42+950 ()

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58

4 304 .-.(.42+0

5. () 350

(Glass Fiber Reinforced Cement : GRC) 3 (Parapet) .42+600.42+950 350

-

(..2557 2577)

-

-

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60

4 304 .-.(.42+0

6. ()

-

- 08.00-18.00 . .

-

-

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62

4 304 .-.(.42+0

7. ()

396 320 76 57

-

- () 20-100

- 2

-

-

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63

4 304 .-.(.42+0

7. ()

- .43+000

.47+500

-

-

8. -

-

-

-

-

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64

4 304 .-.(.42+0

8. ()

-

-

-

-

-

-

.42+000 .44+000

-

.42+000 .44+000

8.00 .18.00 . (18.30-19.00.)

-

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65

4 304 .-.(.42+0

8. ()

- 2 .42+600 .42+930

- 2 1 .41+800 - .42+600 800 2 .42+930 - .43+600 670

- (Absorptive barriers)

(Glass Fiber Reinforced Cement: GRC) 3 (Parapet) 2 .42+600 .42+950 () 350

-

(Glass Fiber Reinforced Cement : GRC) 3(Parapet) .42+600 .42+950 350

- -

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66

4 304 .-.(.42+0

8. ()

- . 42+000 () . 55+172 (.5 (.80))

-

-

-

-

-

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67

4 304 .-.(.42+0

9. -

pH

-

1)

-

(. 51+100)-

-

-

-

-

50 -

5-10

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68

4 304 .-.(.42+0

9. ()

-

-

-

-

(CofferDam) (Silt Curtain)

70 %

-

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69

4 304 .-.(.42+0

9. ()

-

-

2)

-

100 -

3) -

100

-

16 -

100

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71

4 304 .-.(.42+0

10. ()

-

-

-

200

- - -

-

-

-

-

.42+650 .42+930

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72

4 304 .-.(.42+0

10. ()- 2 . 54+550.80 . 55+900

-

6 - . 42+100 . 47+950 . 50+725

. 52+800 . 54+300.80 . 55+250

-

.55+350 ()-

-

(Emergency EscapeRamps) .44+800 10%(Sand Pile)

-

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73

4 304 .-.(.42+0

10. ()

-

-

-

- 4

-

-

-

200

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75

4 304 .-.(.42+0

11. ()

-

3 24

1586 ( ) 0-2354-6738 () (. 1586 .) ([email protected],[email protected] 24 .)

/ 3

/

( )

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76

4 304 .-.(.42+0

11. ()

-

-

-

-

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78

4 304 .-.(.42+0

12. -

-

-

Ear Muff Ear Plug 90 dB(A)

- 3

-

-

-

100

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79

4 304 .-.(.42+0

12. ()

-

(CO) (NO2) PM-105 ..2567-2577 PM-10

-

50

24

(Leq 24)

-

-

-

-

-

-

5/21/2018 EIA304

97/113

5/21/2018 EIA304

98/113

81

4 304 .-.(.42+0

13. ()

-

-

-

- -

-

1 15

-

-

5/21/2018 EIA304

99/113

82

4 304 .-.(.42+0

13. ()

- 100

-

-

-

-

200

5/21/2018 EIA304

100/113

83

4 304 .-.(.42+0

14.

-

/

-

-

- 40 ./ .

-

2 . 54+550.80 . 55+900

- 6 - . 42+100 . 47+950 . 50+725

. 52+800 . 54+300.80 . 55+250

- .55+350 ()-

5/21/2018 EIA304

101/113

84

4 304 .-.(.42+0

14. ()

- (Emergency EscapeRamps) .44+800 10%(Sand Pile)

- 1 .55+350

-

21 . 42+100 4 . 47+950 4 . 50+725 4 . 52+800 4 . 54+300 4 . 56+830

1

- 10 . 42+100 2 . 47+950 2 . 50+725 2 . 52+800 2 . 54+300 2

5/21/2018 EIA304

102/113

85

4 304 .-.(.42+0

14. ()

-

-

-

-

-

-

-

-

200

5/21/2018 EIA304

103/113

86

4 304 .-.(.42+0

15. - /

-

-

-

200 - -

--

-

-

-

.43+000 .48+600

-

2

5/21/2018 EIA304

104/113

87

4 304 .-.(.42+0

15. ()

. 54+550.80 . 55+900

- 6 - . 42+100 . 47+950 . 50+725 . 52+800

. 54+300

.80

. 55+250 -

-

2

-

-

200

5/21/2018 EIA304

105/113

4 304 (). . (.42+000 - .57+000)


5.

4 304

4 304 4 304

4 304

(1)

(2)

(3)

4 304 .42+000 .57+000 /

5/21/2018 EIA304

106/113

SIGE

1.

1.1

1.2

4. .

/ PVS-95 / E

5-1

5-2

/

500

500

(

RICH / GFE

1

2

3.42+000 - .

28 -30 .. 25

11 .. 2552

26 .. 2552

04

.57+000)

2 -

-

-

-

2

1

1

-

-

-

2

-

-

-

(

7

. . 304.

(

() /

/

. . 304

)

89

304

/.

)/

/

304 /

.

5/21/2018 EIA304

107/113

SIGE

1. 3

1.4

4. .

/ PVS-95 / E

5-1 (

/

500

www.304highw

(

RICH / GFE

)

3

y.com.

3.42+000 - .

17 .. 2553

.. 2551 - 25

04

.57+000)

-

-

54 - (www.

304highway.co

3

3

-

-

-

)

-

(

(

. . 304

)

90

)

304

/.

/

/

5/21/2018 EIA304

108/113

SIGE

2.

4. .

/ PVS-95 / E

5-1 (

/

(

RICH / GFE

)

3.42+000 - .

28 .. 2552

29 .. 2552

30 .. 2552

04

.57+000)

-

- - - .

- - - -

-

-

-

-

-

-

-

-

-

-

-

-

-

(

.

13.

4589

)

91

5/21/2018 EIA304

109/113

SIGE

3.

4.

4. .

/ PVS-95 / E

5-1 (

/

(

(

(

RICH / GFE

)

1)

1)

3.42+000 - .

11 .. 2552

15

.

. 2552

15 .. 2552

04

.57+000)

-

-

-

.80

-

-

-

(

(

)

92

) /

/

/

/

5/21/2018 EIA304

110/113

SIGE

5.

6.

4. .

/ PVS-95 / E

5-1 (

/

(

(

(

RICH / GFE

)

2

)

2)

3.42+000 - .

26 .. 2552

8 .. 2553

8 .. 2553

04

.57+000)

-

-

-

4

-

-

-

(

() / /

)

93

/

/

5/21/2018 EIA304

111/113

SIGE

7.

65.1

4. .

/ PVS-95 / E

5-1 (

/(

(

RICH / GFE

)

3)

496

3.42+000 - .

17 .. 25

04

.57+000)

3 -

1

-

323

(

(

)

94

)

3

/

/

5/21/2018 EIA304

112/113

4 304 (). . (.42+000 - .57+000)


/ /1.

2. .42-57

3.

4.

5.

6.

1.

.42-48

2. (overhead signs)

3. .42-461.5

4.

5.2

6.

5/21/2018 EIA304

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4 304 (). . (.42+000 - .57+000)


/ /1.

2.

1.

2.

1.

1. (EIA) 5

/

- - - - - /- -

- - - - - - -

eia304

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