3. Market Research - Houghtaling Island DMPS Sand Harvesting.pdf

AERIAL L.I.D.A.R. SURVEY CONTROL STATIONS :

45.33686442.2931314701.338CP-2 "MONUMENT HR-8"

53.62687024.6721313980.291CP-1 "REBAR W/CAP"

ELEVATIONEASTINGNORTHINGID

A.1

A.2

A.3

B.1

B.2

B.3 A.4

31 L

C

J K

I

242322

N

E 688000

E 686000

N

E

E 688000

E 686000

E 687000

GRID NORTH

ACCESS R

OAD

D

G

E

H

AA

A

F

B

BB

CORPS OF ENGINEERS

-THIS MAP IS NOT CEPD COMPLIANT.

PURPOSES ONLY.

-THE IMAGERY SHOWN ON THIS MAP ARE FOR ORIENTATION

-AERIAL IMAGERY PROVIDED BY NEW YORK STATE G.I.S. CLEARING HOUSE.

GROUND CLASSIFIED L.I.D.A.R. DATA SET.

-1' INTERVAL CONTOURS ON THIS MAP WERE GENERATED USING THE

-ELEVATIONS ON THIS MAP REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988.

NEW YORK EAST ZONE, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

-THE ELEVATIONS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

BENCHMARK: HR-8

ELEVATION: 45.33' (NAVD88)

LOCAL CONTROL DATA

ELEVATION: 13.01' (NAVD88)

BENCHMARK: H397 (PID: MZ065)

NSRS BENCHMARK

H U D S O N R I V E R

E 687000

686396.261315134.7031

686471.961314810.1330

686493.621314573.4729

686490.541314431.1728

687212.191313633.81BB

687522.791313852.04AA

686399.691315189.55L

686969.811315194.99K

687017.361315009.80J

687075.431314522.03I

687680.651314430.30H

687705.121314844.90G

687674.341315111.97F

687737.101315479.93E

687591.031315517.69D

686936.391315492.83C

686669.691315509.68B

686349.121315495.27A

686910.241312362.7827

686925.131312768.2226

686905.941313574.5525

686440.091314012.9624

686455.081313799.8323

686453.271313557.9322

686575.521313135.1621

686640.271312759.6920

686675.461312587.8919

686673.281312469.6218

686720.231312072.6717

686995.031311995.0416

687086.001312050.0215

687104.041312114.8914

687109.861312504.8013

687130.041312609.6712

687207.641312784.9911

687239.951312932.8810

687355.381313149.749

687410.161313348.038

686890.371314033.055

686750.811314040.324

686428.031314394.901

EastingNorthingDescription

+35.00 ELEVATION SURFACE.

TO DETERMINE THE APPROXIMATE LOCATION OF THE PRE FILLED

ASSUMED SLOPE OF 1V-3H WAS USED FROM EXISTING TOP OF SLOPE

PERFORMED WITOUT THE BENIFIT OF A PRE FILLED SURVEY. A

CUT VOLUME CALCULATIONS ARE ESTIMATES.CALCULATIONS WERE

NOTE:

3 3

5 5

11 11

15 15

16 16

17 17

18 18

19 19

20 20

21 21

23 23

26 26

26 26

29 29

30 30

31 31

31 31

32 32

33 33

33 33

34 34

35 35

35 35

36 36

36 36

37 37

37 37

38 38

38 38

9 3

39 39

40 40

41 41

41 41

42 42

42 42

43 43

44 44

46 4

46 46

48 48

49 49

49 49

49 4

49 49

50 50

51 51

51 51

52 52

E

W Y

O R

K

Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

O P E

R A T

IO

S

D

IV

IS

IO

N A

P P

R O

V E

D

A P

P R

O V

E D

A P

P R

O V

E D

A P

P R

O V

E D

F I

E L

C A

R T

O G

R A

P H

E R

F I

E

B O

O K

S

N

A

A L B

A N

Y

F

IE

F F

IC

E

C E

N A

N O

P A

P L

T

A L

E

C H I

E

B A

Y

I

E

F I

C E

C I

V

G I

N E

E R I

G

C H

N I

C I

H

N D

S

R

K I

N S

R E

Q U

E

F I

IDENTIFICATION

SHEET

N E

W B

A L

T

IM

O R

E

N Y

S A

L E O

F D

R E

D G

E D M

A T

E R

IA

L

H O

U G

H T

A L

IN

G I

S L

A N

D D

M P

S

C I

V

R

C H I

T E

K

I

R W

T

C E

M B

E R

CORPS OF ENGINEERS

CUT VOLUME TO ELEVATION +35.00 361,897 CU YDSAREA A1

SURFACE TO SURFACE VOLUMETRIC CALCULATIONS

T O

P O

G R

A P

H Y S

IT

E P

L A

N

U. S. ARMY

I

N C

H

E T

SHEET 3 OF 4

LINE ELEVATION (+49.00)

VOLUME CALCULATION LIMIT

LINE ELEVATION (+49.00)

VOLUME CALCULATION LIMIT

LINE ELEVATION (+35.00)

VOLUME CALCULATION LIMIT

LINE ELEVATION (+35.00)

VOLUME CALCULATION LIMIT

EGRESS CORRIDOR

EGRESS CORRIDOR

INGRESS CORRIDOR

EGRESS CORRIDOR

TREE DISPOSAL AREA

BORROW AREA

REBAR W/CAP

"CP-1"

MONUMENT HR-8

"CP-2"