100_DRAWINGS.pdf

N

SOUTH CAROLINA

KEY MAP

TITLESHEET

INDEX OF DRAWINGS

PLATE NO.

X-001

C-001

C-002

C-003

C-004

C-005

C-006

C-007

C-008

Approval Recommended:

Approved by:

Submitted by and

CHIEF, ENGINEERING DIVISION

CHIEF, DESIGN/GENERAL ENGINEERING BRANCH

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

T H

C A

R O

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IN

A

C O

R P S

O F

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IN

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U .S

A R

M Y

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IN

E E

R

D

IS

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T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w in g o d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

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N A P P

R V

D A T E

D E S

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R V

D A T E of Engineers US Army Corps

Charleston District

G E

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O W

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X-001

T P

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P

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M

P

OVERALL PROJECT MAP

PLAN AND TYPICAL SECTIONS -- REACH 1

REACH 1 PLAN 1

REACH 1 PLAN 2

REACH 1 CROSS SECTIONS

REACH 1 BORROW AREA

PLAN AND TYPICAL SECTIONS -- REACH 3

REACH 3 PLAN 1

REACH 3 PLAN 2

REACH 3 PLAN 310 C-009

11 C-010

12 C-011

13 C-012

REACH 3 CROSS SECTIONS 1

REACH 3 CROSS SECTIONS 2

REACH 3 BORROW AREA

SHEET 1 OF 13

S O

L

IC

IT

A T

IO

W

H P B

E

N 600000

N 650000

N 700000

N 750000N 750000

N 700000

N 650000

N 600000

E

E

E

E

E

GREAT

R I

V E

R

LI

TTLE

RI

VER

BEACH

CRESCENT

SWASH

SINGLETON

SWASH

WHITE POINT

BEACH

MYRTLE

BEACH

SURFSIDE

BEACH

CITY

GARDEN

INLET

MURRELLS

INLET

MURRELLS

BEACH

HUNTINGTON

W A

C C

A M

A W

R I

V E

R

ISLAND

SANDY

A T L

A N T I C

INTRACOASTAL

WATERWAY

H O R R

Y

C O

U N

T Y

C O

U N

T Y

G E

O R

G E

T O

W N

CONWAY

BEACH

LITCHFIELD

NORTH

R E

A C

H

Y R T L E

B E

A C

H

BEACH

GROVE

CHERRY

INLET

RIVER

LITTLE

BEACH

MYRTLE

NORTH

N C

S C

A T L

A N T I

E

A N

SITE

BORROW

SOUTH

CANE

A T L

A N T

E

A N

ESSENTIAL

FISH

HABITAT

(EFH)

EFH

REACH 3

PROJECT SITE

REACH 1

PROJECT SITE

REACH

NORTH

MYRTLE

BEACH

S U

R F S I

G

R D

T Y

R E

A C

H

SITE

BORROW

RIVER

LITTLE

SITE

BORROW

SURFSIDE

SCALE: 1''= 10,000'

0 500010000 10000 20000FT

SUMTER

NORTH

AT

LA

N T

IC

O C

EAN

GEORGIA

NORTH CAROLINA

0 5025

SCALE (MILES)

SPARTANBURG

GREENVILLE

COLUMBIA

FLORENCE

ORANGEBURGAUGUSTA

SAVANNAH

CHARLOTTE

WILMINGTON

MYRTLE

BEACH

GEORGETOWN

CHARLESTON

N

SITE

PROJECT

99% SUBMITTAL

11. ALL DREDGING WORK SHALL BE ACCOMPLISHED WITH A HOPPER DREDGE.

10. THIS CONTRACT INCLUDES BEACH RENOURISHMENT IN REACH 1 AND REACH 3 ONLY.

SUBMERGED PIPELINES, ANCHORS OF ANY TYPE, SPUDS, ETC.

"ESSENTIAL FISH HABITAT (EFH)" ON THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO

9. THE CONTRACTOR SHALL NOT IN ANY MANNER DISTURB THE OCEAN BOTTOM IN AREAS DESIGNATED

AUTHORIZED BY THE CONTRACTING OFFICER.

8. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT LINE UNLESS OTHERWISE

PROVIDED TO THE CONTRACTOR.

A CADD FILE DEFINING THE PERPETUAL EASEMENT LINE IN STATE PLANE COORDINATES WILL BE

FILL SECTION TO AVOID PLACEMENT OF FILL LANDWARD OF THE PERPETUAL EASEMENT.

7. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT LOCATION TO BEGIN EACH

EXISTING PUBLIC ACCESS POINTS.

6. ACCESS FROM THE PUBLIC ROADS TO THE NOURISHMENT AREA SHALL BE THROUGH

FIELD LOCATED PRIOR TO CONSTRUCTION.

OTHER STRUCTURES. THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE AND SHALL BE

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY SEAWALLS, DUNE WALKOVERS, AND

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION MATERIAL SHALL NOT BE DISTURBED.

3. DATE OF SURVEY: OCTOBER 2016

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

M Y R

T L

B

A

O

M A

D U

C T

O J E

C T

Nancy Jenkins R.A.

Carole Works P.E.

-10

-20

0 50 100 150 200 250 300 350 400 450-50-100

20' VARIES

DESCRIPTION

EASTING NORTHING

N

SCALE IN FEET

1" : 2000'

2000 2000 4000 6000

ELEV. 9.0

ELEV. 6.0

1V:20H 1V:5H

SLOPE WILL VARY DUE

TO NATURAL PROCESSES

LEGEND

OCRM MONUMENT

2 3 4 195+00 6 7 8 9 200+00 1 2 3 4 205+00

SURVEY BASELINE

NAVD 88

ELEV.NAD 83 (2001)

GRID COORDINATES

SCCC 5590 CONC. MONUMENT17.02,686,305.50 718,435.15

2,687,140.12 719,119.33

SCCC 5700 CONC. MONUMENT2,688,787.10 720,258.23 6.96

SCCC 5715 CONC. MONUMENT2,691,336.94 721,902.44

SCCC 5720 CONC. MONUMENT2,692,796.57 722,848.76

SCCC 5730 CONC. MONUMENT2,694,834.70 724,121.01

SCCC 5735 CONC. MONUMENT2,696,015.47 724,784.27

2,696,862.06 725,256.65

SCCC 5745 CONC. MONUMENT2,697,697.86 725,726.23

SCCC 5750 CONC. MONUMENT2,698,526.20 726,151.89

2,699,680.53 726,803.28

SCCC 5760 CONC. MONUMENT8.762,700,452.20 727,183.79

SCCC 5770 CONC. MONUMENT8.362,701,540.89 727,801.92

8.492,701,956.27 728,017.69

2,703,095.20 728,529.67

5.972,703,979.90 729,011.76

SCCC 5790 CONC. MONUMENT7.702,705,022.55 729,522.77

SCCC 5805 CONC. MONUMENT5.382,709,280.84 731,492.99

6.692,706,123.10 729,992.93

5.892,709,965.66 731,783.71

6.682,707,126.73 730,465.56

SCCC 5800 CONC. MONUMENT6.202,707,844.96 730,850.46

SCCC 5803 CONC. MONUMENT6.392,708,591.14 731,185.29

6.062,710,616.73 732,128.34

SCCC 5818 CONC. MONUMENT6.092,711,708.32 732,532.14

2,712,748.21 733,000.64

SCCC 5650B CONC. MONUMENT14.97

10.90

21.33

13.88

11.56

SCCC 5740 CONC. MONUMENT12.77

14.78

11.52

SCCC 5755 CONC. MONUMENT10.06

SCCC 5775 CONC. MONUMENT

SCCC 5780 CONC. MONUMENT10.94

SCCC 5785 CONC. MONUMENT

SCCC 5795 CONC. MONUMENT

SCCC 5798 CONC. MONUMENT

SCCC 5810 CONC. MONUMENT

SCCC 5815 CONC. MONUMENT

SCCC 5820 CONC. MONUMENT6.57

SCCC 5825 CONC. MONUMENT5.872,713,762.25 733,335.11

SCCC 5830 CONC. MONUMENT7.802,714,551.19 733,525.62

SCCC 5835 CONC. MONUMENT2,715,604.70 733,816.47

SCCC 5840 CONC. MONUMENT9.502,716,382.08 734,074.83

SCCC 5845 CONC. MONUMENT8.302,717,326.32 734,381.43

SCCC 5850 CONC. MONUMENT8.882,717,789.41 734,591.57

SCCC 5855 CONC. MONUMENT8.102,718,908.08 735,082.99

SCCC 5860 CONC. MONUMENT8.62,720,167.52 735,695.41

SCCC 5865 CONC. MONUMENT8.392,721,464.87 736,274.67

SCCC 5870 CONC. MONUMENT8.442,722,441.90 736,668.93

SCCC 5875 CONC. MONUMENT9.702,723,407.96 737,038.76

SCCC 5880 CONC. MONUMENT8.642,724,345.89 737,454.01

SCCC 5885 CONC. MONUMENT7.332,725,331.94 737,838.56

SCCC 5890 CONC. MONUMENT7.502,726,008.69 738,045.79

INLET

RIVER

LITTLE

WATERWAY

SWASH

WHITE POINT

S C

N C

LI

TTLE

RI

VER

BEACH

GROVE

CHERRY

BEACH

MYRTLE

NORTH

BEACH

CRESCENT

8.23

1289+08.00

1455+41.33

1602+04.08

1745+55.31

OCRM

5650B

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM 5745

OCRM 5750

OCRM

OCRM 5760

OCRM

OCRM 5775

OCRM

OCRM 5785

OCRM 5790

OCRM 5795

OCRM 5798

OCRM 5800

OCRM

OCRM

OCRM

OCRM 5815

OCRM 5818

OCRM 5820

OCRM 5825

OCRM 5830

OCRM 5835

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM 5875

OCRM 5880

OCRM

OCRM

OCRM

2,727,166.55 738,461.75 9.92 SCCC 5895 CONC. MONUMENT

OCRM

61745

PIER

PIER

STATION

BASELINE

REACH 1

REMOVE AND STORE LANDWARD OF THE DUNE.

SAND FENCING BELOW THE REQUIRED BERM ELEVATION. IF ENCOUNTERED, THE CONTRACTOR SHALL

BY FLAGGING AND ALERTING EMPLOYEES TO AVOID DUNE AREAS. SOME AREAS MAY HAVE EXISTING

9. EXISTING DUNE VEGETATION SHALL BE PROTECTED FROM THE CONTRACTOR'S OPERATIONS

TAKE PRECAUTION TO PROTECT THESE STRUCTURES FROM DAMAGE DURING CONSTRUCTION.

DUNE WALKOVERS, AND STORM DRAIN PIPES ARE PRESENT. THE CONTRACTOR SHALL

8. STRUCTURES ALONG THE BEACH INCLUDING BUT NOT LIMITED TO SEAWALLS,

UNLESS OTHERWISE AUTHORIZED BY THE CONTRACTING OFFICER.

7. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT/CONSTRUCTION LINE

OF FILL LANDWARD OF THE PERPETUAL EASEMENT/CONSTRUCTION LINE.

LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT

WITH THE CONTRACTING OFFICER.

SHALL BE THE CONTRACTORS RESPONSIBILITY TO BUILD AND SHALL BE COORDINATED

5. ACCESS FROM THE PUBLIC ROADS TO THE NOURISHMENT AREA

MATERIAL SHALL NOT BE DISTURBED.

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

TYPICAL SECTION

ELEV. 2.0

HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)

E L

E V

A T I

O N

PROPOSED BEACH FILL

CONSTRUCTION LINE

PERPETUAL EASEMENT/

EXISTING GRADE

PERPETUAL EASEMENT/CONSTRUCTION LINE

TYPICAL SECTION FOR FILL AT

-10

-20

0 50 100 150 200 250 300 350 400 450-50-100

20' VARIES

ELEV. 9.0

ELEV. 6.0

1V:20H

1V:5H

SLOPE WILL VARY DUE

TO NATURAL PROCESSES

ELEV. 2.0

HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)

E L

E V

A T I

O N

PROPOSED BEACH FILL

CONSTRUCTION LINE

PERPETUAL EASEMENT/

EXISTING GRADE

1V:2H

AREA

BORROW

RIVER

LITTLE

AT

LA

NTIC

OCEAN

RE

ACH

1 -

- N

ORTH

MYRT

LE

BE

ACH

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

PR

OPO

SE

D

BE

AC

H

FIL

L

PROPOSED B

EACH F

ILL

FILLPROPOSED B

EACH

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

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C O

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IN

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U .S

A R

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T R

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D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

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N A P P

R V

D A T E

D E S

C R

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K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

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G E T

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H N X

X C

X X

SHEET 2 OF 13

T P

M A P

R

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C-001

S O

L

IC

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A T

W

H P B

99% SUBMITTAL

R E

A C

H

P L

P

IC

A L

S E

C T

IO

N S

1745+55.31 WERE USED TO ESTABLISH THE SURVEY BASELINE.

SHOWN IN THIS TABLE FOR STATIONS 1289+08.00, 1455+41.33, 1602+04.08, AND

2. SEVERAL OF THE MONUMENTS IN THIS TABLE HAVE BEEN RESET. THE COORDINATES

1. VERTICAL DATUM FOR MONUMENTS IS NAVD 88.

NOTES:

M Y R

T

A

O

M A

D U

C T

O J E

TABLE 1

SCALE IN FEET

01000 1000 1500

SCALE: 1" = 500'

500500 V

WITH EMERGENCY VEHICLE ACCESS

PUBLIC BEACH ACCESS

PUBLIC BEACH ACCESS

LEGEND

SWASH

WHITE POINT

BEACH

CRESCENT

OCRM

OCRM

5650B

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

S T

A . 14

+0

S T

A . 14

+0

S T

A . 14

+0

S T

A . 14

+0

S T

A . 14

+0

S T

A . 13

+0

S T

A . 13

+0

S T

A . 13

+0

S T

A . 13

+0

S T

A . 13

+0

V E

N U E

S

O U T

H S T

O R

M W

A T

U T F

A L L

E

N U E

S

O U T

H

S T

O R

M W

A T

T F

A L L

1S

E

N U E

S

O U T

H

S T

O R

M W

A T

T F

A L L

C O

N S T

R U

C T

C E S S

A T L A

N T

IC

B E

A C

H

A T L A

N T

IC

S T

R E

E T

(S

T A

A D

W A T E

R W

A Y

A

IR

P O R T

S T R

IP

E

N U E

S

O U T

H

1S

E

N U E

S

O U T

H

E

N U E

S O U T H

E

N U E

S O U T H

BEACHWOOD GOLF COURSE

E

N U E

S

O U T

H

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

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IN

A

C O

R

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N G

IN

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U .S

A R

M Y

E

N G

IN

E

T R

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T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

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A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

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G E T

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H N X

X C

X X

T P

M A P

R

IL

PERPETUAL EASEMENT/CONSTRUCTION LINE

BETWEEN PRESCRIBED STATIONS WHEN PLACING BEACH FILL.

VARYING THE BERM WIDTH AS NEEDED. CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS

9. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED DENSITY (SHOWN IN TABLE 1), BEGINNING CONSTRUCTION AND TAKE NECESSARY PRECAUTIONS TO NOT DAMAGE PIPING.

ON THE PLANS). CONTRACTOR SHALL IDENTIFY EXACT PIPE LOCATION AND DEPTH PRIOR TO

8. THE CONTRACTOR SHALL LOCATE ALL STORMWATER OUTFALLS (NOT LIMITED TO THOSE SHOWN

CASE GREATER THAN 400' APART.

ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO

7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE

LINE.

FILL SECTION TO AVOID PLACEMENT LANDWARD OF THE PERPETUAL EASEMENT/CONSTRUCTION

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT LOCATION TO BEGIN EACH

STORM DRAIN PIPES. THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE.

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY SEAWALLS, DUNE WALKOVERS, AND

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION MATERIAL SHALL NOT BE DISTURBED.

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

-2

SURVEY BASELINE

S T

A T

IO

N

+0

- S

T A

A C

H

F

IL

L

S T

A T

IO

N

+0

- E

A C

H

F

IL

L

1425+00 0 1420+00 16 1415+00 18 1410+00 16 1405+00 19 1400+00 23 1395+00 21 1390+00 18 1385+00 18 1380+00 19 1375+00 21 1370+00 18 1365+00 26 1360+00 20 1355+00 20 1350+00 18 1345+00 15 1340+00 17 1335+00 0

STATION CUBIC YARDS PER LINEAR FOOT

MYRTLE BEACH REACH 1 SAND PLACEMENT RATES

BEACH FILL LIMITS

A

C H

P L A

N

SHEET 3 OF 13

C-002

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M Y R

T

A

O

M A

D U

C T

O J E

BETWEEN PRESCRIBED STATIONS WHEN PLACING BEACH FILL.

VARYING THE BERM WIDTH AS NEEDED. CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS

9. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED DENSITY (SHOWN IN TABLE 1), BEGINNING CONSTRUCTION AND TAKE NECESSARY PRECAUTIONS TO NOT DAMAGE PIPING.

ON THE PLANS). CONTRACTOR SHALL IDENTIFY EXACT PIPE LOCATION AND DEPTH PRIOR TO

8. THE CONTRACTOR SHALL LOCATE ALL STORMWATER OUTFALLS (NOT LIMITED TO THOSE SHOWN

CASE GREATER THAN 400' APART.

ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO

7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE

LINE.

FILL SECTION TO AVOID PLACEMENT LANDWARD OF THE PERPETUAL EASEMENT/CONSTRUCTION

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT LOCATION TO BEGIN EACH

STORM DRAIN PIPES. THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE.

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY SEAWALLS, DUNE WALKOVERS, AND

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION MATERIAL SHALL NOT BE DISTURBED.

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

OCRM

OCRM

S T

A . 16

+0

S T

A . 16

+0

E

N

R T

H

S

U N

T A

IN

R O

A D

C O

N S

T R

U C T

C E

S S

A T

L A

N

IC

A C

H

E

N

R T

H

S T

A . 16

+0

N

SCALE IN FEET

01000 1000 1500

SCALE: 1" = 500'

500500

V

WITH EMERGENCY VEHICLE ACCESS

PUBLIC BEACH ACCESS

PUBLIC BEACH ACCESS

LEGEND

AT

LANTIC

OCE

AN

PERPETUAL EASEMENT/CONSTRUCTION LINE

SURVEY BASELINE

BEACH

GROVE

CHERRY

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

OCRM

PIER PILES IS APPROX. 11')

(MAX. DISTANCE BETWEEN

CHERRY GROVE PIER

APPROXIMATE LOCATION OF

PIER PILES IS APPROX. 11')

(MAX. DISTANCE BETWEEN

61 ST AVENUE NORTH PIER

APPROXIMATE LOCATION OF

S T

A . 16

+0

S T

A . 16

+0

S T

A . 16

+0

S T

A . 17

+0

S T

A . 17

+0

S T

A . 17

+0

-2

-2

-2

S

U N

T

IN

A D

E

N

R T

H

E

N

R T

H

E

N

R T

H

S T

A T

IO

N

+0

- E

A

IL

L

S T

A T

IO

N

+0

- S

T A

A

L

S T

A T

IO

N

+0

- E

A

L

S T

A T

IO

N

+0

- S

T A

A

L

1745+00 0 1740+00 34 1735+00 31 1730+00 29 1725+00 18 1720+00 0

1665+00 0 1660+00 23 1655+00 35 1650+00 17 1645+00 22 1640+00 33 1635+00 35 1630+00 30 1625+00 35 1620+00 24 1615+00 11 1610+00 31 1605+00 0

STATION CUBIC YARDS PER LINEAR FOOT

MYRTLE BEACH REACH 1 SAND PLACEMENT RATES

BEACH FILL LIMITS

BEACH FILL LIMITS

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

SHEET 4 OF 13

T P

M A P

R

IL

C-003

A

C H

P L A

N

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

DECK

CROSS BRACE

12" TIMBER PILING

NATURAL GROUND

(ELEVATION CHANGES)

N.T.S.

CLEARANCE

HANDRAIL

AND GUARDRAIL

12" TIMBER PILING

PIER ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D"

CHERRY GROOVE

61ST AVENUE NORTH

NORTH MYRTLE BEACH

11 FEET

14.5

15.0

13.5

14.0 5.010.0

4.09.0

TYPICAL PIER CLEARANCE DETAIL

ELEV. "A" NAVD 88

ELEV. "B" NAVD 88

ELEV. "C" NAVD 88

ELEV. "D" NAVD 88

2. NO MODIFICATIONS TO THE PIERS SHALL BE PERMITTED.

CONTRACTOR'S EXPENSE.

EXISTING PIERS. ANY DAMAGE TO PIERS SHALL BE REPAIRED AT

1. CONTRACTOR'S OPERATIONS SHALL AVOID DAMAGING

NOTES:

TABLE 1 (CONTINUED)

M Y R

T

A

O

M A

D U

C T

O J E

DISTANCE FROM SURVEY BASELINE

L

E V

A T I

O N

PROPOSED BEACH FILL

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1340+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1350+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1360+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1370+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1380+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1390+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1400+00

-5

-10

0 25 50 75 100 125 150 175 200 225 250 275 300

1410+00

-5

0 25 50 75 100 125 150 175 200 225 250 275 300

1420+00

-5

-10

400 425 450 475 500 525 550 575 600 625 650 675

1610+00

-5

-10

350 375 400 425 450 475 500 525 550 575 600 625

1620+00

-5

-10

375 400 425 450 475 500 525 550 575 600 625 650 675

1630+00

-5

-10

375 400 425 450 475 500 525 550 575 600 625 650 675

1640+00

-5

-10

300 325 350 375 400 425 450 475 500 525 550 575 600

1650+00

-5

-10

250 275 300 325 350 375 400 425 450 475 500 525 550

1660+00

-5

200 225 250 275 300 325 350 375 400 425 450 475 500

1730+00

-5

250 275 300 325 350 375 400 425 450 475 500 525 550

1740+00

EXISTING GRADE

PERPETUAL EASEMENT/CONSTRUCTION LINE

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

SHEET 5 OF 13

C-004

T P

M A P

R

IL

R E

A C

H

C R

O S S

S E

C T

IO

N S

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A

3-

MI

LE

LI

MI

T

3-

MI

LE

LI

MI

T

3-

MI

LE

LI

MI

T

Completed 1997

Initial Construction Area of Engineers US Army Corps

Charleston District

Completed 2008

First Renourishment Borrow Zones

NOTES

D J

W-3

-35

-35

-3

-3

-31

-3

-31

-35

-35

-35

-35

-35

-35

-34

-34

-3

-34

-34

-3

-3

-3

-34

-34

-3

-3

-3

-3

-3

-3

-3

-33

-3

-3

-3

-3

-3

-32

-32

-3

-32

-3

-32

-3

-32

-3

-3

-31

-31

-3

-31

-3

-31

-3

-31

-3

-3

-3

-3

-31

-30

-30

-30

-3

-30

-3

-30

-30

-3

-3

-3

-2

-2

01000 1000 2000

SCALE OF FEET

726000

728000

724000

7300002

730000

732000 2

734000 2

SC-1

734000

732000

720000

722000

718000

716000

718000

720000

714000

722000

724000

726000

728000

N 734282

SC-2

N 725110

E 2747711E 2718229

SC-5

1'

3-MILE LIMIT

A P

R

IL

DREDGING ZONE

LIMITS OF DREDGING ZONE

SC-8

LITTLE RIVER BORROW AREA

E 2738026

N 715809

E 2726152

N 725633

LEGEND

THREE MILE STATE WATERS LINE

SOIL BORING LOCATION AND NUMBER

HARD BOTTOM AREA

ADJACENT BUFFER ZONE

LR-06-V-45

LR-06-V-1

LR-06-V-10

LR-06-V-11

LR-06-V-12

LR-06-V-13

LR-06-V-14

LR-06-V-15

LR-06-V-16

LR-06-V-17

LR-06-V-18

LR-06-V-19

LR-06-V-2

LR-06-V-20

LR-06-V-21

LR-06-V-22

LR-06-V-23

LR-06-V-24

LR-06-V-25

LR-06-V-26

LR-06-V-27

LR-06-V-28

LR-06-V-29

LR-06-V-3

LR-06-V-30

LR-06-V-31

LR-06-V-32

LR-06-V-33

LR-06-V-34

LR-06-V-35

LR-06-V-36

LR-06-V-37

LR-06-V-38

LR-06-V-39

LR-06-V-4

LR-06-V-40

LR-06-V-41

LR-06-V-42

LR-06-V-43

LR-06-V-44

LR-06-V-46

LR-06-V-47

LR-06-V-5

LR-06-V-6

LR-06-V-7

LR-06-V-8

LR-06-V-9

LR-16-V-01

LR-16-V-02

LR-16-V-03

LR-16-V-04

LR-16-V-05

LR-16-V-06

LR-16-V-07

LR-16-V-08

LR-16-V-09

LR-16-V-10

LR-16-V-11

LR-16-V-12

LR-16-V-13

LR-16-V-14

LR-16-V-15

LR-16-V-16

LR-16-V-17

LR-16-V-18

LR-16-V-19

LR-16-V-20

LR-16-V-21

LR-16-V-22

LR-16-V-23

LR-16-V-24

LR-16-V-25

LR-16-V-26

LR-16-V-27

LR-16-V-28

LR-16-V-29

LR-16-V-30

LR-16-V-31

LR-16-V-32

LR-16-V-33

LR-16-V-34

LR-16-V-35

LR-16-V-36

LR-16-V-37

LR-16-V-38

LR-16-V-39

LR-16-V-40

LR-16-V-41

LR-16-V-42

LR-16-V-43

LR-16-V-44

LR-16-V-45

LR-16-V-46

LR-16-V-47

LR-16-V-48

LR-16-V-23

C-005

SHEET 6 OF 13

S O

L

IC

IT

A T

W

H P B

C O

N T R

A

W

H N X

X C

X X

R E

A C

H

B O

R R

DREDGING ZONE.

4. MAXIMUM DREDGING DEPTH IS -32 FT MLLW WITHIN THE

SURVEY DATED AUGUST 2016. DATUM: MLLW

3. BATHEMETRY CONTOURS ARE DEVELOPED FROM HYDROGRAPHIC

MAXIMUM PERMISSIBLE SIDE SLOPES SHALL BE 3H:1V.

THE BORROW AREA OR WITHIN ANY DESIGNATED BUFFER ZONES. THE

2. NO DREDGING SHALL BE PERMITTED OUTSIDE THE LIMITS OF

THE UNSUITALBLE MATERIAL WITHIN THE BORROW AREA.

AREA AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF

MOVE IMMEDIATELY TO A DIFFERENT LOCATION WITHIN THE BORROW

SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL

EXCESSIVE AMOUNT OF SILT OR CLAY AND CONSIDERED NOT

SHOULD THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN

OL) MATERIAL PRESENT (10% OR LESS PASSING THE #200 SIEVE).

NO MORE THAN 10% BY WEIGHT SILT AND CLAY (MH, ML, CH, CL,

SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH

PLACED WITH IN THE PRESCRIBED SECTION. THIS MATERIAL

SUITABLE MATERIAL AVAILABLE FOR BEACH RENOURISHMENT IS

1. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST

M Y R

T

A

O

M A

D U

C T

O J E

C

99% SUBMITTAL

DESCRIPTION

EASTING NORTHINGSTATION

BASELINE

SURVEY

REACH 3

FEET

NAVD 88

ELEV.NAD 83 (2001)

GRID COORDINATES

SCCC 4930 CONC. MONUMENT8.50

7.71

SCCC 4950 CONC. MONUMENT

SCCC 4980 CONC. MONUMENT638,384.95

644,931.32

SCCC 5035 CONC. MONUMENT645,567.20

NOTE: VERTICAL DATUM FOR MONUMENTS IS NAVD 88

646,541.14

SCCC 5130 CONC. MONUMENT7.06651,518.38

SCCC 5140 CONC. MONUMENT6.84

SCCC 4970 CONC. MONUMENT

SCCC 5030 CONC. MONUMENT

SCCC 5100 CONC. MONUMENT

SCCC 5220 CONC. MONUMENT

SCCC 4935 CONC. MONUMENT7.94

SCCC 4940B CONC. MONUMENT

6.47

SCCC 4965B CONC. MONUMENT636,006.05

7.10

SCALE IN

1" : 2000'

2000 2000 6000

BEACH

GARDEN CITY

BEACH

SURFSIDE

A

TL

A N

TI

E A N

RE

AC

H

SU

RF

SI

D E

AN

D

G

AR

D

EN

C

IT

Y

87+00.00(PI)

7.44

8.65

639,998.39 5.17 SCCC 5000B CONC. MONUMENT

9.59

9.86

7.87

8.35 SCCC 5210B CONC. MONUMENT

SCCC 5195B CONC. MONUMENT

9.10

SCCC 5230B CONC. MONUMENT8.53

-10

-20

INLET

MURRELLS

2,604,012.77 632,161.74

2,603,440.43 631,069.37

2,602,956.11 630,077.94

105+84.21(PI) 633,745.082,605,034.19

SCCC 4955E CONC. MONUMENT7.39634,606.162,605,626.16

SCCC 4960B CONC. MONUMENT6.36635,485.132,606,109.02

132+63.06(PI) 2,606,470.93

2,606,956.37 636,790.86

156+12.43(PI) 2,607,807.41 637,938.24 4.85 SCCC 4975E CONC. MONUMENT

2,608,164.71

SCCC 4999E CONC. MONUMENT4.84639,555.362,608,709.62

2,609,231.81181+17.05(PI)

SCCC 5005E CONC. MONUMENT4.13641,066.082,609,711.78

SCCC 5010E CONC. MONUMENT4.61641,825.692,610,531.33

SCCC 5015E CONC. MONUMENT213+10.99(PI) 2,611,021.81 642,643.60 6.05

SCCC 5020E CONC. MONUMENT5.0643,633.832,611,502.31

SCCC 5025E CONC. MONUMENT7.54644,250.182,612,269.18

2,612,848.11242+38.28(PI)

2,613,354.56

2,614,011.23

SCCC 5120E CONC. MONUMENT9.28648,128.712,615,132.31281+67.77(PI)

2,617,723.03324+34.10(PI)

2,616,151.88 649,541.87

SCCC 5180B CONC. MONUMENT6.84653,223.092,619,104.79346+28.49(PI)

368+31.66(PI) 2,620,462.62 654,958.10 9.90

SCCC 5200E CONC. MONUMENT7.70656,519.262,621,691.07388+18.19(PI)

658,227.822,622,925.30

659,924.182,624,263.84430+85.82(PI)

455+10.91(PI) 661,788.982,625,814.19

SCCC 5240E CONC. MONUMENT5.71664,199.722,627,486.47484+44.87(PI)

SCCC 5250B CONC. MONUMENT8.742,628,557.62 665,228.00

SCCC 5260E CONC. MONUMENT8.972,630,100.93 666,680.67520+49.11(PI)

0 50 100 150 200 250 300 350 400 450 500-50-100

97+

STA.

HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)

PIER

PIER

OCRM 4930

OCRM 4935

OCRM 4940B

OCRM 4950

OCRM 4960

OCRM 4965B

OCRM 4970

OCRM 4975

OCRM 4980

OCRM 4999B

OCRM 5000B

OCRM 5005B

OCRM 5010B

OCRM 5015

OCRM 5020

OCRM 5025B

OCRM 5030

OCRM 5035

OCRM 5100

OCRM 5120

OCRM 5140

OCRM 5130

OCRM 5180

OCRM 5195B

OCRM 5200B

OCRM 5210

OCRM 5220

OCRM 5230

OCRM 5240B

OCRM 5250

OCRM 5260B

VARIES

ELEV. 6.0

1V:5H 1V:2H

SURFSIDE DR.

M

ELO

DY LN.

16TH

AVE

CAMPGROUND

FAMILY

OCEAN LAKES

CAMPGROUND

FAMILY

LAKEWOOD

CAMPGROUND

FAMILY

PIRATELAND

DO

G

W O O

D DR.

STATE PARK

MYRTLE BEACH

ATLANTIC AVE.

ELEV. 2.0

OCRM 4955B

17B

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

T P

M A P

R

IL

LEASED A NEARBY VACANT LOT FOR ADDITIONAL LAND USE.

USED THE CALHOUN DRIVE PAVED AREA FOR STAGING. THE CONTRACTOR ALSO

TO GET AN ENCROACHMENT PERMIT FROM HORRY COUNTY. THE 2007 CONTRACTOR

11. FOR THE 2007 RENOURISHMENT EFFORT THE CONTRACTOR WAS REQUIRED

THE CONTRACTOR SHALL REMOVE AND STORE LANDWARD OF THE DUNE.

FENCING BELOW THE REQUIRED BERM ELEVATION. IF ENCOUNTERED,

TO AVOID DUNE AREAS. SOME AREAS MAY HAVE EXISTING SAND

CONTRACTORS OPERATIONS BY FLAGGING AND ALERTING EMPLOYEES

10. EXISTING DUNE VEGETATION SHALL BE PROTECTED FROM THE

PIPELINES, ANCHORS OF ANY TYPE, SPUDS, ETC.

THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO SUBMERGED

BOTTOM IN AREAS DESIGNATED "ESSENTIAL FISH HABITAT (EFH)" ON

9. THE CONTRACTOR SHALL NOT IN ANY MANNER DISTURB THE OCEAN

UNLESS OTHERWISE AUTHORIZED BY THE CONTRACTING OFFICER.

8. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT LINE

OF FILL LANDWARD OF THE PERPETUAL EASEMENT/CONSTRUCTION LINE.

LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT

7. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT

AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

AREA SHALL BE THE CONTRACTORS RESPONSIBILITY TO BUILD

6. ACCESS FROM THE PUBLIC ROADS TO THE NOURISHMENT

SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION.

TO BE PROTECTED FROM DAMAGE. TIMBER AND ROCK GROINS

TIMBER AND ROCK GROINS, THESE FEATURES ARE

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY

MATERIAL SHALL NOT BE DISTURBED.

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION

3. DATE OF SURVEY: OCTOBER 2016

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

495+

STA.

SURFSIDE BORROW AREA

PROPOSED BEACH FILL

-10

-20

0 50 100 150 200 250 300 350 400 450 500 550-50-100

VARIES

ELEV. 6.0

1V:5H

SLOPE WILL VARY DUE

TO NATURAL PROCESSES

ELEV. 2.0

HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)

TYPICAL SECTION

E L

E V

A T I

O N

EXISTING GRADE

CONSTRUCTION LINE

PERPETUAL EASEMENT/

E L

E V

A T I

O N

PROPOSED BEACH FILL

EXISTING GRADE

CONSTRUCTION LINE

PERPETUAL EASEMENT/

C-006

N

PERPETUAL EASEMENT/CONSTRUCTION LINE

TYPICAL SECTION FOR FILL AT

SHEET 7 OF 13

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

R E

A C

H

P L

P

IC

A L

S E

C T

IO

N S

FOR COORDINATES

SEE THE SPECIFICATIONS

ESSENTIAL FISH HABITAT (EFH)

FOR COORDINATES

SEE THE SPECIFICATIONS

ESSENTIAL FISH HABITAT (EFH)

M Y R

T

A

O

M A

D U

C T

O J E

6 -

N

G A R D E N

C

IT

Y

P

IE

R

A

E

I T

D

E

N

HORRY COUNTY

GEORGETOWN COUNTY

ATLANTIC AVENUE

V

90+00

95+00

100+00

105+00

110+00

115+00

120+00

125+00

130+00

135+00

140+00

145+00

150+00

155+00

160+00

165+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

205+00

210+00

215+00

220+00

225+00

OCRM 4940B

OCRM 4950

OCRM 4960

OCRM 4965B

OCRM 4970

OCRM 4975

OCRM 4980

OCRM 4999B

OCRM 5000B

OCRM 5005B

OCRM 5010B

OCRM 5015

OCRM 5020

OCRM 4955B

V

P E R P E

TU

A L

E A S E

M E N T

LI

N E

P E R P E

TU

A L

E A S E

M E N T

LI

N E

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

T P

M A P

R

IL

SCALE IN FEET

01000 1000 1500

SCALE: 1" = 500'

500500

V

WITH EMERGENCY VEHICLE ACCESS

PUBLIC BEACH ACCESS

PUBLIC BEACH ACCESS

LEGEND

WHEN PLACING BEACH FILL.

CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN PRESCRIBED STATIONS

DENSITY (SHOWN IN TABLE 2), VARYING THE BERM WIDTH AS NEEDED.

10. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED

ANY DAMAGE TO THE PIER SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

9. THE CONTRACTORS OPERATIONS SHALL AVOID DAMAGING EXISTING PIER.

WITH TIMBER CROSS BRACING. NO MODIFICATIONS TO THE PIER SHALL BE PERMITTED.

OF THE OPENING IS APPROXIMATELY 21.0. PIER IS CONSTRUCTED OF TIMBER PILINGS

8. GARDEN CITY PIER OPENING IS APPROX. 11' WIDE. THE ELEVATION OF THE BOTTOM

PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE GREATER THAN 400' APART.

PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL BE

7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER

LANDSIDE OF THE PERPETUAL EASEMENT.

LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT

THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE.

SEAWALLS, DUNE WALKOVERS, AND STORM DRAIN PIPES.

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY

MATERIAL SHALL NOT BE DISTURBED.

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

225+00 30 220+00 29 215+00 31 210+00 26 205+00 27 200+00 24 195+00 26 190+00 23 185+00 14 180+00 16 175+00 18 170+00 17 165+00 19 160+00 21 155+00 18 150+00 19 145+00 20 140+00 18 135+00 16 130+00 15 125+00 15 120+00 10 115+00 9 110+00 10 105+00 11 100+00 10 97+50 0

STATION CUBIC YARDS PER LINEAR FOOT

MYRTLE BEACH REACH 3 SAND PLACEMENT RATES

TABLE 2

S U R V E Y

B A S E

LI

N E

STATION 97+50 - START OF REACH 3 BEACH FILL

A

C H

P L A

N

C-007

SHEET 8 OF 13

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

-2

N

SCALE IN FEET

01000 1000 1500

SCALE: 1" = 500'

500500

V

WITH EMERGENCY VEHICLE ACCESS

PUBLIC BEACH ACCESS

PUBLIC BEACH ACCESS

LEGEND

A

EL

O D Y

LA

N E

SURFSIDE DRIVE

16th A V E N

U E

E S S E

N T I

A L

F I

B I T

E

A

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

V

C A

LH

O O

N

D R

IVE

V

V

V

V

225+00

0+00

5+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

275+00

280+00

285+00

290+00

295+00

300+00

305+00

310+00

315+00

320+00

5+00

0+00

5+00

40+00

45+00

50+00

55+00

60+00

65+00

370+00

375+00

380+00

385+00

V

OCRM 5020

OCRM 5025B

OCRM 5030

OCRM 5035

OCRM 5100

OCRM 5120

OCRM 5140

OCRM 5130

OCRM 5180

OCRM 5195B

OCRM 5200B

S

U

R

F

S

I D

E R P E

TU

A L

E A S E

M E N T

LI

N E

P E R P E

TU

A L

E A S E

M E N T

LI

N E

SU

RF

SI

DE

P

R TABLE 2 (CONTINUED)

385+00 26 380+00 22 375+00 28 370+00 24 365+00 21 360+00 25 355+00 21 350+00 21 345+00 23 340+00 23 335+00 17 330+00 22 325+00 25 320+00 26 315+00 18 310+00 21 305+00 15 300+00 27 295+00 25 290+00 27 285+00 27 280+00 24 275+00 24 270+00 25 265+00 31 260+00 29 255+00 29 250+00 25 245+00 26 240+00 28 235+00 29 230+00 31 225+00 30

STATION CUBIC YARDS PER LINEAR FOOT

MYRTLE BEACH REACH 3 SAND PLACEMENT RATES

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

T P

M A P

R

IL

WHEN PLACING BEACH FILL.

CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN PRESCRIBED STATIONS

DENSITY (SHOWN IN TABLE 2), VARYING THE BERM WIDTH AS NEEDED.

10. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED

ANY DAMAGE TO THE PIER SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

9. THE CONTRACTORS OPERATIONS SHALL AVOID DAMAGING EXISTING PIER.

WITH TIMBER CROSS BRACING. NO MODIFICATIONS TO THE PIER SHALL BE PERMITTED.

OF THE OPENING IS APPROXIMATELY 14.0. PIER IS CONSTRUCTED OF TIMBER PILINGS

8. SURFSIDE PIER OPENING IS APPROX. 11' WIDE. THE ELEVATION OF THE BOTTOM

PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE GREATER THAN 400' APART.

PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL BE

7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER

LANDSIDE OF THE PERPETUAL EASEMENT.

LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT

THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE.

SEAWALLS, DUNE WALKOVERS, AND STORM DRAIN PIPES.

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY

MATERIAL SHALL NOT BE DISTURBED.

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

S U R V E Y

B A S E

LI

N E

A

C H

P L A

N

C-008

SHEET 9 OF 13

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

N

SCALE IN FEET

01000 1000 1500

SCALE: 1" = 500'

500500

V

WITH EMERGENCY VEHICLE ACCESS

PUBLIC BEACH ACCESS

PUBLIC BEACH ACCESS

LEGEND

A

T

L

A

N

T

E

A

N

C A

M P G

R O

U N

D

F A

M

IL

Y

O C E A N

LA

K E S

C A

M P G

R O

U N

D

F A

M

IL

Y

LA

K E

W O

O D

C A

M P G

R O

U N

D

F A

M

IL

Y

P

IR

A

TE

LA

N

D

E S S E

N T I

A L

F I

B I T

E

A

E S S E

N T I

A L

F I

B I T

E

A

E S S E

N T I

A L

F I

B I T

E

A

R E S O

R T

B E A C

H

M Y R

TL

E

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

S W

A S H

TR

A N S

IT

IO

N

0'

TY

P

380+00

385+00

390+00

395+00

400+00

405+00

410+00

415+00

420+00

425+00

430+00

5+00

440+00

445+00

450+00

455+00

460+00

465+00

470+00

475+00

480+00

+0

+0

+0

OCRM 5200B

OCRM 5210

OCRM 5220

OCRM 5230

OCRM 5240B

OCRM 5250

V

P E R P E

TU

A L

E A S E

M E N T

LI

N E

WHEN PLACING BEACH FILL.

CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN PRESCRIBED STATIONS

DENSITY (SHOWN IN TABLE 2), VARYING THE BERM WIDTH AS NEEDED.

9. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED

ANY DAMAGE TO THE PIER SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

8. THE CONTRACTORS OPERATIONS SHALL AVOID DAMAGING EXISTING PIER.

PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE GREATER THAN 400' APART.

PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL BE

7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER

LANDSIDE OF THE PERPETUAL EASEMENT.

LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT

6. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT

THESE FEATURES ARE TO BE PROTECTED FROM DAMAGE.

SEAWALLS, DUNE WALKOVERS, AND STORM DRAIN PIPES.

5. THE PROJECT NOURISHMENT AREA CONTAINS MANY

MATERIAL SHALL NOT BE DISTURBED.

4. EXISTING RIPRAP AND OTHER SLOPE PROTECTION

3. DATE OF SURVEY: OCTOBER 2016.

2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

NOTES:

P E R P E

TU

A L

E A S E

M E N T

LI

N E

TABLE 2 (CONTINUED)

495+00 0 490+00 13 485+00 11 480+00 19 475+00 15 470+00 18 465+00 19 460+00 19 455+00 16 450+00 17 445+00 18 440+00 26 435+00 25 430+00 16 425+00 17 420+00 17 415+00 18 410+00 21 405+00 20 400+00 21 395+00 19 390+00 15 385+00 26

STATION CUBIC YARDS PER LINEAR FOOT

MYRTLE BEACH REACH 3 SAND PLACEMENT RATES

S U R V E Y

B A S E

LI

N E

B

S T

A T I

O N

E

R E

A C

H

B E

A C

H

F I L L

BEACH FILL LIMITS

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

SHEET 10 OF 13

T P

M A P

R

IL

C-009

R E

A C

H

P L A

N

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

C-010

T P

M A P

R

IL

200 225 250 275 300 325 350 375 400 425 450 475 500 525

260+00

-5

-10

-15

-20

-25

-30

-35

225 250 275 300 325 350 375 400 425 450 475 500 525 550

270+00

-5

-10

-15

-20

-25

-30

-35

DISTANCE FROM SURVEY BASELINE

E L

E V

A T I

O N

PERPETUAL EASEMENT/CONSTRUCTION LINE

PROPOSED BEACH FILL

EXISTING GRADE

-5

-10

-15

-20

-25

-30

-35

200 225 250 275 300 325 350 375 400 425 450 475 500

100+00

150 175 200 225 250 275 300 325 350 375 400 425 450

110+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325 350 375 400

120+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325 350 375 400

130+00

-5

-10

-15

-20

-25

-30

-35

125 150 175 200 225 250 275 300 325 350 375

140+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325 350

150+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325 350 375

160+00

-5

-10

-15

-20

-25

-30

-35

125 150 175 200 225 250 275 300 325 350 375 400

170+00

-5

-10

-15

-20

-25

-30

-35

150 175 200 225 250 275 300 325 350 375 400 425

180+00

-5

-10

-15

-20

-25

-30

-35

175 200 225 250 275 300 325 350 375 400 425 450 475

190+00

-5

-10

-15

-20

-25

-30

-35

175 200 225 250 275 300 325 350 375 400 425 450 475 500

200+00

-5

-10

-15

-20

-25

-30

-35

275 300 325 350 375 400 425 450 475 500 525 550

210+00

-5

-10

-15

-20

-25

-30

-35

225 250 275 300 325 350 375 400 425 450 475 500 525

220+00

-5

-10

-15

-20

-25

-30

-35

200 225 250 275 300 325 350 375 400 425 450 475 500

230+00

-5

-10

-15

-20

-25

-30

-35

175 200 225 250 275 300 325 350 375 400 425 450 475

240+00

-5

-10

-15

-20

-25

-30

-35

175 200 225 250 275 300 325 350 375 400 425 450 475

250+00

-5

-10

-15

-20

-25

-30

-35

225 250 275 300 325 350 375 400 425 450 475 500 525

280+00

-5

-10

-15

-20

-25

-30

-35

250 275 300 325 350 375 400 425 450 475 500 525

290+00

-5

-10

-15

-20

-25

-30

-35

250 275 300 325 350 375 400 425 450 475 500 525 550 575

300+00

-5

-10

-15

-20

-25

-30

-35

250 275 300 325 350 375 400 425 450 475 500 525 550

330+00

-5

-10

-15

-20

-25

-30

-35

325 350 375 400 425 450 475 500 525 550 575 600 625

320+00

-5

-10

-15

-20

-25

300 325 350 375 400 425 450 475 500 525 550 575 600

310+00

-5

-10

-15

-20

-25

550 575

550 575 600

625 650

575 600

R E

A C

H

C

R O

S S

S E

C T

IO

N S

SHEET 11 OF 13

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

200 225 250 275 300 325 350 375 400 425 450 475 500 525

340+00

-5

-10

-15

-20

-25

-30

-35

175 200 225 250 275 300 325 350 375 400 425 450

350+00

-5

-10

-15

-20

-25

-30

-35

150 175 200 225 250 275 300 325 350 375 400 425 450 475

360+00

-5

-10

-15

-20

-25

-30

-35

125 150 175 200 225 250 275 300 325 350 375 400 425 450

370+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325 350 375

380+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300

390+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300

400+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300 325 350

410+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300 325

420+00

-5

-10

-15

-20

-25

-30

-35

100 125 150 175 200 225 250 275 300 325

430+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300

440+00

-5

-10

-15

-20

-25

-30

-35

50 75 100 125 150 175 200 225 250 275 300

450+00

-5

-10

-15

-20

-25

-30

-35

75 100 125 150 175 200 225 250 275 300

460+00

-5

-10

-15

-20

-25

-30

-35

125 150 175 200 225 250 275 300 325 350 375

470+00

-5

-10

-15

-20

-25

-30

-35

225 250 275 300 325 350 375 400 425 450 475

480+00

-5

-10

-15

-20

-25

-30

-35

225 250 275 300 325 350 375 400 425

490+00

-5

-10

-15

-20

-25

-30

-35

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

O N

T R

A

W

H N X

X C

X X

C-011

T P

M A P

R

IL

DISTANCE FROM SURVEY BASELINE

E L

E V

A T I

O N

PERPETUAL EASEMENT/CONSTRUCTION LINE

PROPOSED BEACH FILL

EXISTING GRADE

475 500

500 525

475 500

400 425

325 350 375

325 350 375

350 375

350 375

325 350

325 350 375

325 350 375

400 425

500 525

450 475 500 525

R E

A C

H

C

R O

S S

S E

C T

IO

N S

SHEET 12 OF 13

S O

L

IC

IT

A T

W

H P B

99% SUBMITTAL

M Y R

T

A

O

M A

D U

C T

O J E

-40

-4

-38

LEGEND

-36

SS-06-V-32

SS-06-V-38

-3

-34

-34

-34

-34

SS-06-V-42

SS-06-V-41

SS-06-V-43

SS-06-V-25

SS-06-V-30

-3

-3

-3

-32

-32

-3

-32

SS-06-V-19

SS-06-V-37

LIMITS OF BORROW AREA

THREE MILE STATE WATERS LINE

SOIL BORING LOCATION AND NUMBER

SS-06-V-31

-3

-3

-30

-30

-3

-30

-30

SS-06-V-33

SS-06-V-8

SS-06-V-39

SS-06-V-26

SS-06-V-16

SS-06-V-1

SS-06-V-14

SS-16-V-11

SS-06-V-3

SS-06-V-20

-28

-2

-2

-2

-28

-28

-28

-28

-28

-2

SS-06-V-29

SS-06-V-35

SS-06-V-40

SS-06-V-9

SS-06-V-27

SS-06-V-2

SS-06-V-24

SS-06-V-15

SS-06-V-21

-26

-26

-26

-26

-2

-26

-2

-2 6-2

-26

-2

-26

-26

-26

-26

SS-06-V-10

SS-06-V-18

SS-06-V-7

SS-06-V-13

SS-06-V-12

SS-06-V-11

SS-06-V-4

SS-06-V-5

-2

-24

-2

-24

-24 -2

-24

SS-16-V-01 SS-06-V-6

SS-16-V-20

SS-06-V-23 SS-06-V-17

-22

-22

SS-06-V-28

Borrow Area

1st Renourishment

A

B

C

FG

H

I

J

K

M

N

O

P

Q

R

S

T

U

ZONE

5 -29'

4 -29'

3 -29'

2 -30'

1 -29'

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

M I L E

L I

N E

SS-06-V-22

SS-06-V-36

SS-06-V-34

SS-16-V-16

SS-16-V-02

SS-16-V-03

SS-16-V-04

SS-16-V-05

SS-16-V-06

SS-16-V-07

SS-16-V-08

SS-16-V-09

SS-16-V-10

SS-16-V-12

SS-16-V-13

SS-16-V-14

SS-16-V-15

SS-16-V-17

SS-16-V-18

SS-16-V-19

SS-16-V-21

SS-16-V-22

SS-16-V-23

SS-16-V-24

SS-16-V-25

SS-16-V-26

SS-16-V-27SS-16-V-28

SS-16-V-29

SS-16-V-30

SS-16-V-31

SS-16-V-32

SS-16-V-33

SS-16-V-34

SS-16-V-35

SS-16-V-36

SS-16-V-37

SS-16-V-38

SS-16-V-39

SS-16-V-40

SS-16-V-41

SS-16-V-42

SS-16-V-43

SS-16-V-44

3-MILE LINE

620000

625000

635000

640000

N 639246

SR-1

E 2623249

SR4

E 2616232

N 629941

SR-3

E 2628043

N 620845

ARCHOLOGICAL TARGET

NOTES

01000 1000 2000

SCALE IN FEET

Initial Construction Borrow Area

SR-2

E 2635071

N 630581

ADJACENT 650' BUFFER ZONE

4.

3.

2.

1.

D

E

L

EastingPt. Northing

DREDGING ZONE COORDINATES

V 632759 2629178

U 632097 2628628

T 630803 2628961

S 630176 2628794

R 629221 2628994

Q 628751 2630096

P 628015 2629783

O 628372 2628945

N 627637 2628631

M 627029 2630056

L 626293 2629742

K 628704 2624086

J 629340 2624635

I 629991 2625148

H 630656 2625626

G 631139 2626008

F 631083 2626287

E 631121 2626666

D 631611 2627019

C 632059 2626902

B 632220 2626810

A 633024 2627406

TABLE BELOW.

MAXIMUM DREDGING DEPTH FOR EACH ZONE IS SPECIFIED IN THE

2016 AND SEPT-OCT 2006.

HYDROGRAPHIC SURVEY. DATUM: MLLW. DATE OF BORINGS: APRIL

BATHEMETRY CONTOURS ARE DEVELOPED FROM JANUARY 2016

ZONES. THE MAXIMUM PERMISSIBLE SIDE SLOPES SHALL BE 3H:1V.

BORROW AREA DREDGING ZONES OR WITHIN ANY DESIGNATED BUFFER

NO DREDGING WILL BE PERMITTED OUTSIDE THE LIMITS OF THE

UNSUITABLE MATERIAL WITHING THE BORROW AREA.

AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF THE

CONTRACTOR SHALL MOVE IMMEDIATELY TO A DIFFERENT LOCATION

CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE BEACH, THE

CONTAIN AN EXCESSIVE AMOUNT OF SILT AND/OR CLAY AND

SIEVE. SHOULD THE MATERIAL BEING PLACED ON THE BEACH

NO MORE THAN 10% BY WEIGHT OF FINES PASSING THE # 200

SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH

PLACED WITH IN THE PRESCRIBED SECTION. THIS MATERIAL

SUITABLE MATERIAL AVAILABLE FOR BEACH RENOURISHMENT IS

THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST

"A"

HARD BOTTOM AREA

"A"

SURFSIDE BORROW AREA

CS-06-V-12

/3

/1

/2

/1

99% SUBMITTAL

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D e s ig n e d b y

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

D w g s c a le

P lo t d a te

F ile n a m e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E

D J

W

G E

O R

G E T

O

R R

Y

C

O U

N T

U

R O

L

IN

A C

A R

O

R K S

C-012

C O

N T R

A

W

H N X

X C

X X

D J

W

A S

S

H O

W N

A P

R

IL

SHEET 13 OF 13

R E

A C

H

B

O R

R

E A

S O

L

IC

IT

A T

W

H P B of Engineers US Army Corps

Charleston District

HGFEDCBA

M Y R

T

A

O

M A

D U

C T

O J E

C T

MAXIMUM DREDGING DEPTH

ELEVATION (FT MLLW)