7 1 6 4 5 1 0 7 0 4 5 9 8 5 7 0 1 9 7 4 2 7 4 6 0 2 5 3 0 2 3 8 6 8 4 7 ...

2,534,0 00

2,534,0 00

2,535,0 00

1,694,0 00

2,536,0 00

2,537,0 00

2,538,0 00

1,695,0 00

2,539,0 00

US Army Corps of Engineers

Rock Island District

2,540,0 00

Appr oved

Date

1,695,0 00

Points represen t shallow est de pth va lu e de rived from 40 foot grid. Map Do cument Grid is 1000 ' x 1000'.

Desc ript ion

Symbo l

!

1,694,0 00

Date: 3/17/2017 File No. I.S.O. Sheet File Name: Solicitation Number:

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41 77 97

57 77 106

60 79 112 120

114 122 134

129 127 122

114 109 100 95 94

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133

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93 89 89

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57

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59

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111

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105 104 99

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107

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134

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123

124

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129

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"M IS S " - P EN N CENTRAL BRIDG E

LT. (2 13 . 8)

1,692,0 00

UPSTREAM

U.S. ARMY ENGINEER DISTRICT Designed By: CORPS OF ENGINEERS

Drawn By: Checked By: Reviewed By:

DOWNSTREAM

1,691,0 00

1,693,0 00

Sheet Reference

Number 17 of 223

2,535,0 00

2,541,0 00

1,690,0 00

1,690,0 00

NOTES: Survey Date: March 15, 2017 Conducted by: Justin C, Rick A, Mike M

2,536,0 00

2,537,0 00

Site Detail Location Map

Survey Vessel: MV Holling Flat Pool: 440' Water Surface: 442.3 Stage: +2.2 Downstream Gage: Hennepin RM 207.5 Upstream Gage: Spring Valley RM 218.4

Horizontal Projection: State Plane, NAD 1983 Illinois West - 1202, U.S. Survey Feet

Vertical Datum: NGVD 1929 U.S. Survey Feet.

Imagery: 2015 USDA NAIP

Processed in ArcGIS by: Lawrence Jefferson 3/17/2017

The information depicted on this map represents the results of a survey conducted on the date indicated and

Document Name: IL_PE_MVR_20170315_CS_21252140_17A can only be considered to represent the general condition existing at that time.

Flow

215

210

?

?

Site Location Map

IA

? ? ?

1,691,000 2,538,000

10 11

WI

12

13

?

?

?

? ? ?

14 15

16

ROCK ISLAND ENGINEER DISTRICT 17

18

IL

MO

?

?

?

?

19 20

La Grange 21

22 24

?

Starved RockMarseilles Peoria

?

?

?? ?

Depth (Ft)

-10'

0'

9' 10'

10 .5'

11'

12 '

20'

30'

50'

2,539,0 00

River Mile ! Mile ! Tenth

River Features Wing Dam Location

Lights Green

Red

White

Yellow

Daybeacon NR: Rhombus, Red and White NG: Rhombus, Green and White SG: Square, Green TR: Triangle, Red

Lateral Buoys

#* Green #* Red

Caution Areas ( Submerged Pipeline Submerged Pipe Area

::::: Submerged Cable Submerged Cable Area

5

2,540,0 00

1,692,0 00

2,541,0 00

US ARMY CORPS OF ENGINEERS ROCK ISLAND DISTRICT CEMVR - OD-T

WATE RWAY: ILL INOI S WATE RWAY POOL: Peoria REA CH: Lyons Lake to Negro Creek REACH MILES: 212.8 to 214 SURVEY TYPE: CONDITION

0 100 200

1 " = 200 '

400

600

800

1,000

1,200 Feet

SURVEYED RIVER MILES: 212.5-214.0

Date

Desc ript ion

2,529,0 00

2,530,000 1,692,000

2,531,0 00

2,532,0 00

1,693,0 00

2,533,0 00

2,534,0 00

US Army Corps of Engineers

Rock Island District

Appr oved

2,535,0 00

2,529,0 00

1,693,0 00

Points represen t shallow est de pth va lu e de rived from 40 foot grid. Map Do cument Grid is 1000 ' x 1000'.

Date: 3/17/2017 File No. I.S.O. Sheet File Name: Solicitation Number:

!

1,690,0 00

!

!

212

!

!

!

!

87 89 97 86

84

90 86 88 89 88 90 91 102

80 86 93 100 105 106 96 98 97 102

77 82 95

107 99 98

108 106 114

97 99 104

105 107 110

111

! 111 110

118 113 113

!

112 112 103 103 99 89 85 80 78 77 77 71 71 73

107 110 98

92 88 89 79 77 69 69

64 65 65

104 101 99

94

# 86 84 R 75 73 69 68 63 58 57

106 97 90 89 84 81 77 76 65 58 58 50

74 81 98 102 103 103 108 118 117

! 118

117 120 106

100

97 95 91

83 77 75

62 54 48 40 42 45

76 76 97 104 106 110 111

115 113 112

117

120 115

#115 112 R

102 98 96

88 66 61 46 40 39

62 79 77 103 103 116 119

125 115 114 109 100 97 95

91 90 94 95 92 88 79

69 69 52 31 35 30

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132 121

! 118 115

105 97 89 87 83 80 80 78 81 87

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76 77

37 41

57

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84 83 77

75 73 69

66 67 62 61

41 77 97

114 122 134

129 127 122

114 109 100 95 94 87 81

76 74 74

67 69 62

64

77 106 122 128

133 131 135

122

! 115 114

109 101 100

91 89 86

78 75 65

72 70 57

60 55

57 67

59

48 48

60

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77 75 76 72 67

82

44 65 104 112 123 121 122

121 120 121

! 111

112 110 105

104 99 96

95 91 88 83 73 77

63 68

71 84 119 106

107 110 120

104 106 116 121 118 108 109 107 102 99 97

96 97 97

92 90 76 62

1,692,0 00

!

Symbo l

UPSTREAM

U.S. ARMY ENGINEER DISTRICT Designed By: CORPS OF ENGINEERS

Drawn By: Checked By: Reviewed By:

DOWNSTREAM

1,689,0 00

1,691,0 00

Sheet Reference

Number 18 of 223

2,536,0 00

2,530,0 00

NOTES: Survey Date: March 15, 2017 Conducted by: Justin C, Rick A, Mike M

2,531,0 00

Site Detail Location Map

2,532,0 00

Survey Vessel: MV Holling Flat Pool: 440' Water Surface: 442.3 Stage: +2.2 Downstream Gage: Hennepin RM 207.5 Upstream Gage: Spring Valley RM 218.4

Horizontal Projection: State Plane, NAD 1983 Illinois West - 1202, U.S. Survey Feet

Vertical Datum: NGVD 1929 U.S. Survey Feet. Imagery: 2015 USDA NAIP

Flow

210

Processed in ArcGIS by: Lawrence Jefferson 3/17/2017

The information depicted on this map represents the results of

205

a survey conducted on the date indicated and

Document Name: IL_PE_MVR_20170315_CS_21252140_17A

can only be considered to represent the general condition existing at that time.

1,689,0 00 215

?

?

Site Location Map

IA

? ? ?

10 11

12

2,533,0 00

WI

13

?

?

?

? ? ?

15 14 16

ROCK ISLAND ENGINEER DISTRICT 17

18

IL

MO

?

19

?

20

21

?

La Grange

?

22

?

24

Starved RockMarseilles Peoria

?

?

?? ?

Depth (Ft)

-10'

0'

9' 10'

10 .5'

11'

12 '

20'

30'

50'

2,534,0 00

River Mile ! Mile ! Tenth

River Features Wing Dam Location

Lights Green

Red

White

Yellow

Daybeacon NR: Rhombus, Red and White NG: Rhombus, Green and White SG: Square, Green TR: Triangle, Red

Lateral Buoys

#* Green #* Red

Caution Areas ( Submerged Pipeline Submerged Pipe Area

::::: Submerged Cable Submerged Cable Area

5

1,690,0 002,535,0 00

2,536,0 00

US ARMY CORPS OF ENGINEERS ROCK ISLAND DISTRICT CEMVR - OD-T

WATE RWAY: ILL INOI S WATE RWAY POOL: Peoria REA CH: Illinois Power to Lyons Lake REACH MILES: 211.7 to 212.9 SURVEY TYPE: CONDITION

0 100 200

1 " = 200 '

400

600

800

1,000

1,200 Feet

SURVEYED RIVER MILES: 212.5-214.0

................
................

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