W912HN19B5004_V1.pdf

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®of Engineers

US Army Corps k6enxjlh

17-JUL-2019 14:06

IP_PWP:dms26714\zzvgi001ix.dgn

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL LOCATION PLAN

GI003 GENERAL NOTES

GI004 12A DIKE RAISING - OVERALL LAYOUT PLAN

B-001 SOIL CLASSIFICATION CHART AND NOTES

B-002 CPT SOUNDING LOGS

B-003 CPT SOUNDING LOGS

B-004 CPT SOUNDING LOGS

B-005 CPT SOUNDING LOGS

B-006 CPT SOUNDING LOGS

B-007 CPT SOUNDING LOGS

B-008 CPT SOUNDING LOGS

B-009 CPT SOUNDING LOGS

B-010 CPT SOUNDING LOGS

B-011 CPT SOUNDING LOGS

S-001 GENERAL NOTES

S-101 WEIR PLAN & ELEVATION

S-201 12A1 & 12A3 WEIR ELEVATIONS

S-202 12A4 & 12A5 WEIR ELEVATIONS

S-501 DETAILS 1

S-502 DETAILS 2

S-503 DETAILS 3

S-504 DETAILS 4

S-505 DETAILS 5

S-506 DETAILS 6

C-101 12A DIKE RAISING PLAN - STA. 00+00 TO 07+00

C-102 12A DIKE RAISING PLAN - STA. 07+00 TO 23+00

C-103 12A DIKE RAISING PLAN - STA. 23+00 TO 53+00

C-104 12A DIKE RAISING PLAN - STA. 53+00 TO 96+00

C-105 12A DIKE RAISING PLAN - STA. 96+00 TO 125+00

C-106 12A DIKE RAISING PLAN - STA. 125+00 TO 157+00

C-107 12A DIKE RAISING PLAN - STA. 157+00 TO 185+00

C-108 12A DIKE RAISING PLAN - STA. 185+00 TO 214+00

C-109 12A DIKE RAISING PLAN - STA. 214+00 TO 237+00

C-110 12A DIKE RAISING PLAN - STA. 237+00 TO 254+00

C-111 DMCA 12A BIRD ISLAND SAND CAP BORROW PLAN

CS301 12A DIKE CROSS SECTIONS - STA. 0+00 TO 27+00

CS302 12A DIKE CROSS SECTIONS - STA. 30+00 TO 57+00

CS303 12A DIKE CROSS SECTIONS - STA. 60+00 TO 87+00

CS304 12A DIKE CROSS SECTIONS - STA. 90+00 TO 117+00

CS305 12A DIKE CROSS SECTIONS - STA. 120+00 TO 147+00

CS306 12A DIKE CROSS SECTIONS - STA. 150+00 TO 177+00

CS307 12A DIKE CROSS SECTIONS - STA. 180+00 TO 207+00

CS308 12A DIKE CROSS SECTIONS - STA. 210+00 TO 237+00

CS309 12A DIKE CROSS SECTIONS - STA. 240+00 TO 254+00

CS310 RAMP AT STATION 64+90

CS311 RAMP AT STATION 83+85

CS312 RAMP AT STATION 151+55

CS313 RAMP AT STATION 231+10

CS314 NORTH DIKE CONNECTOR AT STATION 231+49

CS315 BIRD ISLAND DETAILS

CS501 12A DIKE CENTERLINE ALIGNMENT

CS502 12A DIKE CENTERLINE ALIGNMENT

CS503 12A DIKE CENTERLINE ALIGNMENT

CS504 12A STAGING AREA

CS505 BENCHING DETAIL

CS506 TEMPORARY SILT FENCE DETAILS

CS507 SETTLEMENT PLATE DETAILS

MS501 MECHANICAL DETAILS

ES201 TYPICAL WEIR ELECTRICAL ELEVATION

SHEET ID.

INDEX OF DRAWINGS

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ISLANDS

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N O . 8

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QUARANTINE

COCKSPUR I.

R.

C. OF GA. R.R.

S .C .L R .R

S.C.L. R.R.

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IV

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DISPOSAL AREA 12A

RIVER

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DISPOSAL AREA 14B

10-M

DISPOSAL AREA 14A

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S O U T H C A R O L I N A

G E O R G I A

TYBEE

ISLAND

WILMINGTON

ISLAND

LA

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CR.

TYBEE LIGHTHOUSE

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IN

GT

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WHITEMARSH

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THUNDERBOLT

OATLAND

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KEMIRA, INC.

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SAVANNAH

ENGINEER

BUILDING

C. OF GA. R.R.

S .C .L

H U T C

H I

N S

O N

(OCEAN TERMINALS)

GEORGIA PORTS AUTHORITY

EXPORTING FAC.

WOOD CHIP

TERMINAL CO.

EAST COAST

& POWER CO.

SAVANNAH ELECTRIC

CHATHAM-VALIANT STEEL

CHEVRON, U.S.A., INC.

MARCONA TERMINAL

SAVANNAH BAR PILOT STATION

U.S. COAST GUARD STATION-TYBEE ISLAND

FLOOD

EBB

ISLAND

DAUFUSKIE

ISLAND

TURTLE

NEW

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A

S

ISLAND

JONES

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DISPOSAL

R

TH

IS.

OYSTERBED

ATLANTIC COASTAL HWY.

ISLAND

ARGYLE

7.5 FEET

TIDAL RANGE

21.31 M=STA. 112+500

FEDERAL PROJECT

UPSTREAM LIMIT OF

DISPOSAL AREA

ARGYLE-HUTCHINSON ISLAND

GEORGIA PACIFIC CORP.

ATLANTIC WOOD INDUSTRIES, INC.

SAVANNAH FOOD & INDUSTRIES

(GARDEN CITY TERMINAL)

GEORGIA PORTS AUTHORITY

GPA COLD STORAGE FACILITY

PAN OCEAN SOUTHLAND INC.

AUTHORITY

GEORGIA PORTS

BLUE CIRCLE ATLANTIC

METROPLEX PROPERTIES, INC.

(LIQUIFIED NATURAL GAS)

SOUTHERN ENERGY CO.

BASIN

LNG TURNING

G.A.F. CORP.

COLONIAL OIL INDUSTRIES

GEORGIA KOALIN INTERNATIONAL

SERVICES

SAVANNAH MARINE

(OCEAN TERMINALS)

GEORGIA PORTS AUTHORITY

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

DISPOSAL AREA N

(ONSLOW NORTH)

O R

I

GEORGIA PORTS AUTHORITY (LASH TERMINAL)

BASIN

IS. TURNING

OYSTERBED

NEW

500' STA. 0 000+

SAVANNAH LIGHT TOWER

NOTE:

1. MILE ZERO IS AT STATION 0 000 (VICINITY) FORT PULASKI MOUTH OF SAVANNAH RIVER.+

DUMP

SEA

DUMP

SEA

N- "D"

C- "A"

BL- "B"

C- "C"

N

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ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

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OF

7.1 FEET

TIDAL RANGE

NEW CUT CLOSURE

(ONSLOW SOUTH)

DISPOSAL AREA S

0 100

VICINITY MAP

SCALE IN MILES

T.I.C.

20-M

15-M

5-M

5- M

SCALE: 1"=50 MILES

50 50

PORT WENTWORTH TURNING BASIN

BASIN

TURNING

ARGYLE ISLAND

BASIN

TURNING

KINGS ISLAND

MARSH ISLAND TURNING BASIN

CRESCENT TOWING & SALVAGE CO.

BASIN

TURNING

FIG ISLAND

KOCH MATERIALS

NATIONAL GYPSUM COMPANY

CITGO ASPHALT REFINING CO.

UNOCAL REFINIING

DOMTAR GYPSUM

COCKSPUR LIGHTHOUSE

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ID

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IV

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S A V A N N A H

B A C

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OLD L.

BACK

R.

RIFLE

CUT

TOMKINS BIRD ISLAND

ISLAND

HILTON HEAD

L

IT

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O A

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INTAKE LOCATION

EXISTING WATER

P

P E

S

T O

S T

A

DRAKES CUT

MORAN

(PORT WENTWORTH GENERATING STATION)

SOUTHERN COMPANY/SAVANNAH ELECTRIC POWER CO.

INTERNATIONAL PAPER

WEYERHAUSER PULP & PAPER

(NOT IN CONTRACT)

(NOT IN CONTRACT)

U .S

H W

Y

WATER WELL

WATER WELL

HWY. NO. 170

DISPOSAL AREA 13A

SAVANNAH RIVER SHIPPING CHANNEL

DISPOSAL AREA DIKES

MAJOR HIGHWAY

ATLANTIC INTRACOASTAL WATERWAY

LEGEND

RAILROAD

JETTIES

PROJECT LOCATION

GATE

ENTRANCE

MAIN

DMCA

BOAT RAMP

AB

k6enxjlh

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IP_PWP:dms26715\zzvGI002.dgn

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GENERAL NOTES:

ORIGINAL AND FINAL SURVEYS. SETTLEMENT PLATES WILL BE READ BY THE GOVERNMENT

CALCULATED DISPLACED/SETTLED VOLUME WILL BE ADDED TO THE VOLUME CALCULATED BETWEEN

OF THE COR AND ALSO IN ACCORDANCE WITH PLATE CS507 AND THE SPECIFICATIONS. THE

TO INSTALLATION. INSTALLATION OF SETTLENT PLATES SHALL BE CONDUCTED IN THE PRESENCE

THE GOVERNMENT. ADDITIONAL SETTLEMENT PLATES MUST BE APPROVED BY THE GOVERNMENT PRIOR

CONTRACTOR MAY ELECT TO INSTALL ADDITIONAL SETTLEMENT PLATES AT NO ADDITIONAL COST TO

THE LOCATIONS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. THE

THE NEW DIKE WILL BE BASED ON THE MEASURED MOVEMENT OF SETTLEMENT PLATES INSTALLED AT

PAYMENT FOR DISPLACEMENT/SETTLEMENT OF SOFT/LOOSE FOUNDATION MATERIALS SUPPORTING 8.

TO VEHICULAR TRAFFIC.

WITHIN THE DESIGN TEMPLATE AND SLUMPED OUTSIDE OF THE TEMPLATE DURING CONSTRUCTION DUE

MATERIALS PLACED OFF OF THE REQUIRED ALIGNMENT, AND/OR MATERIALS THAT WERE PLACED

TEMPLATE WILL NOT BE PAID FOR, INCLUDING MATERIAL PLACED WITHIN ACCEPTABLE TOLERANCES, SURVEY, AND THE DESIGN TEMPLATE. MATERIALS WHICH ARE PLACED OUTSIDE OF THE DESIGN

PLACED WITHIN THE DESIGN CROSS SECTION AS DETERMINED FROM THE BEFORE SURVEY, THE FINAL

PAYMENT FOR THE DIKE EMBANKMENT FILL WILL BE BASED ON THE NEAT VOLUME OF MATERIAL 7.

VARIATIONS.

ADDITIONAL QUANTITIES OF SETTLEMENT, CONSOLIDATION, SHRINKAGE, DISTORTION, OR

INCREASE IN MATERIAL VOLUME ABOVE TEMPLATE VOLUME MAY BE REQUIRED TO ACCOUNT FOR THE

CROSS SECTIONS OF THE EMBANKMENT. AS A GUIDE, PAST EXPERIENCE INDICATES THAT AN

CUBIC YARDS OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE PAY SECTION AS SHOWN BY THE

THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THEIR OWN ESTIMATE OF THE NUMBER OF 6.

THE COMMENCEMENT OF CONSTRUCTION. SUCH QUANTITIES ARE ESTIMATED IN THE AB BID ITEMS.

THE TIME THE THE SURVEY USED TO GENERATE EXISTING CROSS SECTIONS WAS PERFORMED THROUGH

VARIATIONS IN THE EXISTING CROSS SECTIONS DUE TO SETTLEMENTS WHICH MIGHT OCCUR BETWEEN

RESULT FROM SETTLEMENT, CONSOLIDATION, SHRINKAGE, ELASTIC DISTORTION, ETC., OR

BIRD ISLAND. THE (AA) NEAT VOLUME DOES NOT INCLUDE ANY ADDITIONAL QUANTITY THAT MAY

NEAT OR TEMPLATE VOLUME REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED DIKE, RAMPS, AND

RAMP EMBANKMENT FILL FROM WITHIN DMCA 12A' AND 'BIRD ISLAND CLEAN SAND CAP' IS THE

THE QUANTITY SHOWN ON THE PLANS AND SPECIFICATIONS (AA BID QUANTITY) FOR 'DIKE AND 5.

OFFICER SHALL BE BINDING ON ALL PARTIES CONCERNED.

DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE CONTRACTING

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER, WHO WILL THEN MAKE A

PROGRESS OF EACH. ANY DISPUTES OR DISAGREEMENTS THAT ARISE FROM AREA USE SHALL BE

SHALL COORDINATE WORK WITH THE OTHER CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY

OTHER CONTRACTORS WILL BE PERFORMING WORK IN THE 12A TO 14B DMCAS. THE CONTRACTOR 4.

DAMAGED DRAINAGE STRUCTURES.

PAYMENT WILL BE MADE FOR THE MAINTENANCE OF ACCESS ROADS OR THE REPLACEMENT OF ANY

DRAINAGE STRUCTURES CROSSING THE ACCESS ROADS DURING MAINTANENCE. NO ADDITIONAL

THE CONTRACTOR SHALL NOT DAMAGE ANY BE MIXED IN THE BORROW AREA OR AFTER PLACEMENT.

NO. 200 SIEVE) AND 50 PERCENT SILT/CLAY (PASSING THE NO. 200 SIEVE). THIS BLEND MAY

(SILT AND CLAY) IN THE PROPORTION OF APPROXIMATELY 50 PERCENT SAND (RETAINED ON THE

ADDED TO THE ROADWAYS BY THE CONTRACTOR SHALL CONSIST OF A MIXTURE OF SAND AND FINES

CROWNED TO ENSURE DRAINAGE AND PREVENT PONDING OF SURFACE WATER. TOPPING MATERIALS

DISPOSAL AREA 12A STAGING AREA. THE MAINTAINED ROADS AND TOPS OF DIKES WILL BE

CONTRACT. THIS INCLUDES THE ROAD FROM HIGHWAY 17 THROUGH THE RED ACCESS GATE TO THE

TOPS OF DIKES, ROADS, RAMPS, AND STAGING AREAS THROUGHOUT THE DURATION OF THE

GRADER, BOX BLADE, FRONT END LOADER, DUMP TRUCKS, OR OTHER EQUIPMENT TO MAINTAIN THE

TOPS OF DIKES, AND RAMPS UTILIZED AT THE DMCA’S. THE CONTRACTOR SHALL USE A MOTOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EXISTING ACCESS ROADS, 3.

EVENT, RECORDED, AND FURNISHED TO THE CONTRACTING OFFICER FOR DISPOSITION.

COMPLY WITH THE GATE CLOSED AND LOCKED POLICY WILL BE CONSIDERED A CONTRACT DEFAULT

PERSON OR PERSONS NOT ADHERING TO THE GATE REQUIREMENTS IN THE CONTRACT. FAILURE TO

RESERVES THE RIGHT TO SUSPEND OR PERMANENTLY REMOVE, FROM GOVERNMENT PROPERTY, ANY

INGRESS AND EGRESS OF PERSONNEL, EQUIPMENT, AND VENDORS. THE CONTRACTING OFFICER

PROVIDE A NUMBER 5 LOCK TO THE ACCESS GATE AND MAINTAIN STRICT CONTROL OVER THE

EXCEPT WHEN REQUIRED TO BE OPENED FOR THE IMMEDIATE PASSAGE OF MANPOWER AND EQUIPMENT.

IS LOCATED OFF HIGHWAY 17. ENSURE THAT THE ACCESS GATE REMAINS LOCKED AT ALL TIMES

THE ENTRANCE GATE TO THE DREDGED MATERIAL CONTAINMENT AREAS (DMCAS) 12A THROUGH 14B 2.

SITE PRIOR TO BIDDING.

IT IS HIGHLY RECOMMENDED THAT CONTRACTORS BIDDING ON THIS WORK VISIT THE PROJECT 1.

N E

R A

L N

O T

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GI003

TO ACCOMMODATE CATWALK MODIFICATIONS.

OUTFALL PIPES. INCIDENTAL EARTHWORK AND RESHAPING OF THE DIKE WILL LIKELY BE REQUIRED

OUTFALL STUB, AND THE ADDITION OF SAMPLING PLATFORMS AT THE DISCHARGE END OF THE

ADDITION OF KNIFE VALVES AT THE ENDS OF THE OUTFALL PIPES IMMEDIATELY BEHIND THE WEIR

PLATFORM AT THE END OF THE EXISTING CATWALK, THE MODIFICATION OF CATWALK SECTIONS, THE

IN THE SPECIFICATIONS. MODIFICATONS AND IMPROVEMENTS INCLUDE ENLARGING THE WEIR

WEIR MODIFICATIONS FOR THE DMCA 12A WEIRS ARE SHOWN ON THE S-PLATES AND DESCRIBED 18.

PLANS COMPLETED BY OTHERS.

THE CONTRACT INCLUDES THE DMCA MAIN ENTRANCE GATE INSTALLATION. SEE ATTACHED 17.

BE COORDINATED WITH THE COR.

THE GROUNDWATER TABLE. ALL EQUIPMENT FUELING AND GENERAL MAINTENANCE LOCATIONS ARE TO

AROUND PORTIONS OF THE DMCA THAT ARE AT OR HAVE BEEN EXCAVATED TO AN ELEVATION NEAR

REFUELING OF EQUIPMENT WILL NOT BE ALLOWED WITHIN AREAS BEING DEWATERED NOR IN OR 16.

TO THE LINES AND GRADES INDICATED.

CONTRACTOR SHALL USE IDEAL MACHINERY TO ACCOMPLISH THE NEW WEIR AND DIKE CONSTRUCTION

HAULING EQUIPMENT SHALL BE OFF-ROAD WITH A MAXIMUM LOAD CAPACITY OF 25 TONS. THE 15.

GOVERNMENT.

COUNTERWEIGHTS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

USED AS A HAUL ROAD. ANY DAMAGES BY HAULING EQUIPMENT TO THE BERM, DIKES, OR

ONCE CONSTRUCTED, NEITHER THE 12A DIKE AND COUNTERWEIGHT NOR THE 12A RAMPS CAN BE 14.

1983-2001, AND HORIZONTAL COORDINATES ARE NAD83 GEORGIA EAST STATE PLANE.

UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ARE MEAN LOWER LOW WATER (MLLW), EPOCH 13.

NO BURNING IS ALLOWED WITHIN ANY OF THE DREDGE MATERIAL CONTAINMENT AREAS.

APPROVED AREAS. CHIPPING/GRINDING LOCATIONS SHALL BE INCLUDED ON AS-BUILT DRAWINGS.

OPERATIONS SHALL BE CHIPPED OR GROUND WITHIN THE DMCA AT CONTRACTOR DETERMINED/COR

EMBANKMENT AND RAMPS. ANY BRUSH, OR OTHER WOODY VEGETATION REMOVED DURING CLEARING

CLEAR AND GRUB BORROW AREAS AS NEEDED TO HARVEST FILL AND CONSTRUCT THE 12A DIKE 12.

COORDINATED WITH THE COR SO THAT WATER QUALITY MONITORING CAN BE IMPLEMENTED.

ALL DEWATERING ACTIVITIES RESULTING IN A RELEASE AT THE DMCA 12A WEIRS SHALL BE 11.

INSTRUCTIONS, SEE SPECIFICATION SECTION 31 00 00 EARTHWORK.

VERTICAL FOOT IN HEIGHT PER WEEK. FOR ADDITIONAL EMBANKMENT CONSTRUCTION

AT ALL TIMES, THE RATE OF EMBANKMENT CONSTRUCTION SHALL BE NO MORE THAN ONE 10.

REGARDS TO OBTAINING BORROW MATERIALS ARE LISTED IN THE DRAWINGS AND SPECIFICATIONS.

OVER THE DESIGNATED BORROW AREAS. ADDITIONAL BORROW REQUIREMENTS AND INSTRUCTIONS IN

UNLESS OTHERWISE DIRECTED OR APPROVED BY THE COR. BORROW SHALL BE EVENLY HARVESTED

EXCAVATED FOR USE AS FILL WITHIN 60 FEET OF THE TOE OF EXISTING DIKE FOUNDATIONS

CONSTRUCTION AND SHALL BE HARVESTED FROM WITHIN DMCA 12A. NO MATERIALS SHALL BE

THE MATERIAL REQUIRED FOR FILL PLACEMENT ALONG 12A DIKE EMBANKMENT OR RAMP 9.

FARTHER THAN 1000 FEET AS MEASURED ALONG THE DIKE CENTERLINE.

SETTLEMENT PLATES THE CONTRACTOR ELECTS TO INSTALL SHALL NOT BE SPACED ANY DISTANCE

BASIS AND PROVIDE THE SURVEY DATA TO THE COR BY THE FOLLOWING DAY. ANY ADDITIONAL

CONSTRUCTION COMPLETION. THE CONTRACTOR MUST SURVEY THE SETTLEMENT PLATES ON A WEEKLY

IMMEDIATELY PRIOR TO PLACEMENT OF ANY FILL MATERIALS AND AGAIN IMMEDIATELY AFTER DIKE

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BUT ONLY WITH THE APPROVAL OF THE COR.

ACCOMODATE HIS CONSTRUCTION PROCESS,

STAGING AREA LOCATION TO BETTER

8. THE CONTRACTOR MAY RELOCATE THE

SPECIFICATIONS.

SECTION 31 00 00 EARTHWORK OF THE

7. BENCHMARKS ARE LISTED IN

APRIL 2019

DATE OF SURVEY: NOVEMBER 2018 THROUGH

(912) 652-5062

SAVANNAH DISTRICT

NED E. DURDEN AND PARTY

CORPS OF ENGINEERS

6. SURVEY PERFORMED BY:

5. CONTOUR INTERVAL = 2 FEET.

EAST ZONE NAD83.

GEORGIA STATE PLANE COORDINATE SYSTEM,

4. ALL COORDINATES ARE BASED ON THE

DRAWINGS.

DATUM UNLESS OTHERWISE NOTED ON THE

LOWER LOW WATER (MLLW), EPOCH 1983-2001

3. ALL ELEVATIONS ARE BASED ON MEAN

THROUGH B-012.

2. FOR CPT LOGS, REFER TO PLATES B-002

C-101 THROUGH C-110.

1. FOR CPT LOCATIONS, REFER TO PLATES

NOTES:

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17-JUL-2019 14:07

IP_PWP:dms26715\zzvGI004.dgn

C A

T E

G O

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O v

G I0

.d g n

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P S O

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D E

S C

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A

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C T

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A

0 600 600 1200FT300

SCALE: 1''= 600'

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

C-110

N 762409.5 E 999928.4

LEGEND:

BORROW AREA LIMITS

BIRD ISLAND

40 40

LIMITS

AREA

BORROW

N 770929.6 E 996506.3

N 766565.1 E 992041.9 E 1001719.7

N 765903.1

WEIR 12A-1

WEIR 12A-2

WEIR 12A-4

WEIR 12A-3

WEIR 12A-5

NOT PRECISE, THEY SHOULD BE CONSIDERED APPROXIMATE.

ELEVATIONS SHOWN ON THE REFERENCED PLANS AND ON THE INDIVIDUAL LOGS ARE

PARTY SAVANNAH DISTRICT, CORPS OF ENGINEERS. SINCE THE LOCATIONS AND

THE NOVEMBER 2018 THROUGH APRIL 2019 SURVEY PERFORMED BY NED DURDEN AND

WERE INTERPOLATED FROM THE TWO-FOOT INTERVAL TOPO LINES GENERATED FROM

POSITIONING SYSTEM (GPS) DEVICE HAVING SUB-METER ACCURACY. ELEVATIONS

ESTABLISHED BY AN ENGINEER IN THE FIELD USING A HAND-HELD GLOBAL

MEAN LOWER LOW WATER (MLLW), EPOCH 1983-2001. CPT LOCATIONS WERE

DATUM 1983 (NAD 83) GEORGIA EAST AND THE ELEVATIONS SHOWN REFERENCE

6. COORDINATES SHOWN ON THE CPT SOUNDINGS REFERENCE NORTH AMERICAN

MATERIAL TYPE OF THE SOIL PENETRATED BY THE CONE.

DESCRIBED BY ROBERTSON AND CAMPANELLA (1990), WAS USED TO ESTIMATE THE

PERMEABILITY. THE RATIO OF TIP RESISTANCE AND SLEEVE FRICTION, AS

ENGINEERING PARAMETERS SUCH AS STRENGTH, COMPRESSIBILITY AND

RECORDED AND USED TO DETERMINE SOIL STRATIGRAPHY AND TO ESTIMATE SOIL

FRICTION AND PORE WATER PRESSURE. THE CPT DATA ARE ELECTRONICALLY

IS HYDRAULICALLY PUSHED THROUGH THE SOIL TO MEASURE TIP STRESS, SLEEVE

DURING A CPT SOUNDING, AN ELECTRONICALLY INSTRUMENTED CONE PENETROMETER

MEASURING PORE PRESSURES INDUCED IN THE SOILS AS THE CONE IS ADVANCED.

FRICTION SLEEVE AREA OF 23.25 SQUARE INCHES (150 cm²) AND IS CAPABLE OF

THIS EXPLORATION HAS A TIP AREA OF 1.55 SQUARE INCHES (10 cm²) AND A

CPT RIG IN GENERAL ACCORDANCE WITH ASTM D 5778. THE CONE USED DURING

5. THE CPT SOUNDINGS WERE PERFORMED BY A 20 TON TRACK-MOUNTED VERTEK

DESCRIPTIONS SHOWN ON THE CPT LOGS.

VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY FROM THE

SUBSURFACE MATERIALS ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH

VERTICAL REACHES, LOCAL MINOR VARIATIONS IN CHARACTERISTICS OF THE

CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE

4. WHILE THE SOIL CPT SOUNDINGS ARE REPRESENTATIVE OF SUBSURFACE

ON THE DATES THE CPT WERE PERFORMED.

SITE, MAY DIFFER FROM THE CONDITIONS ENCOUNTERED AT THE CPT LOCATIONS

GROUNDWATER CONDITIONS IN THE FUTURE, AND AT OTHER LOCATIONS ON THE

IN SUBSURFACE SOIL CONDITIONS, AND CONSTRUCTION OPERATIONS. THEREFORE,

LEVELS WILL FLUCTUATE WITH SEASONAL AND CLIMATIC VARIATIONS, VARIATIONS

NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED. GROUNDWATER

GROUNDWATER DATA IMPLIES THAT NO DATA IS AVAILABLE, BUT DOES NOT

REPRESENT GROUNDWATER ENCOUNTERED ON THE DATES SHOWN. ABSENCE OF

3. GROUNDWATER DEPTHS OR ELEVATIONS SHOWN ON THE CPT SOUNDING LOGS

2. FOR CPT SOUNDING LOGS, REFER TO PLATES B-002 THROUGH B-012.

PLATES C-101 THROUGH C-110.

1. FOR LOCATIONS OF CONE PENETROMETER TESTS (CPT SOUNDINGS), REFER TO

B-001

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B-002

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THROUGH C-110.

SHOWN ON PLATES C-101

1. CPT LOCATIONS ARE

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B-004

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A k6enxjlh

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IP_PWP:dms26715\zzvB-009.dgn

THROUGH C-110.

SHOWN ON PLATES C-101

B-010

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A k6enxjlh

17-JUL-2019 13:58

IP_PWP:dms26715\zzvB-010.dgn

THROUGH C-110.

SHOWN ON PLATES C-101

B-011

P

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2 3 4 5 6 7 8 9 10

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A k6enxjlh

17-JUL-2019 13:59

IP_PWP:dms26715\zzvB-011.dgn

THROUGH C-110.

SHOWN ON PLATES C-101

12A-CS8-CPT8D

12A-CS8-CPT8E

12A-CS8-CPT8A

12A-CS8-CPT8B

12A-CS8-CPT8C2

C-107

KEY MAP

C-101

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

N763000 N763000

N762000N762000

E

E

E

E

E

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

MATCH LINE PLATE C-110

M A

T C

H L

IN

E P

L A

T E C -1

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

WEIR 7

WEIR 11

A D

IK

E R

A

IS

IN

G P

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N

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C-101

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F

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B

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D

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F

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2 3 4 5 6 7 8 9 10

S O

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D E

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M A

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B M

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D A

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C O

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®of Engineers

US Army Corps

C A

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G O

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IP_PWP:dms26715\zzvC-101.dgn

BORROW AREA LIMITS

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

OF CREST

NEW DIKE EDGE

BORROW AREA LIMITS

AREA- SEE SHEET C-111

BIRD ISLAND SAND CAP BORROW

12A-CS4-CPT4E

12A-CS9-CPT9A2

SP-1

12A-CS9-CPT9B

12A-CS9-CPT9C

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

N763000 N763000

E

E

E

E

E

E

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

M A

T C

H L

IN

E P

L A

T E C -1

MATCH LINE PLATE C-103

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

WEIR 7

WEIR 11

A D

IK

E R

A

IS

IN

G P

L A

N

S T

A T

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C-102

A N

S I

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C H

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IS

S

U E D

A T

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C H

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SHEET ID

F

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A M

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

S O

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IC

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D E

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®of Engineers

US Army Corps

C A

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G O

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F E

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IP

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A k6enxjlh

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IP_PWP:dms26715\zzvC-102.dgn

40 40

OF SLOPE

NEW DIKE TOE

BORROW AREA LIMITS

OF SLOPE

NEW DIKE TOE

OF CREST

NEW DIKE EDGE

12A-CS10-CPT10C

12A-CS10-CPT10CD

12A-CS10-CPT10D

SP-2

12A-CS10-CPT10A

12A-CS10-CPT10B2

SP-3

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

N766000 N766000

E

E

E

E

E

E

N765000 N765000

N766000

C-103

A D

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E R

A

IS

IN

G P

L A

N

S T

A T

O

A N

S I

D

C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

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L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

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A

M A

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S

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®of Engineers

US Army Corps

C A

T E

G O

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F E

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D E

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R

IP

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N

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A

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IN

G A

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M E

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C T

F Y

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S A

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J A

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A k6enxjlh

17-JUL-2019 14:00

IP_PWP:dms26715\zzvC-103.dgn

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

M A

T C

H L

IN

E P

L A

T E C -1

MATCH LINE PLATE C-102

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

WEIR 7

WEIR 11

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

BORROW AREA LIMITS

OF SLOPE

NEW DIKE TOE

BISP-1

BISP-2

12A-CS4-CPT4E

SP-5B

12A-CS1-CPT1B

12A-CS1-CPT1C2

SP-4B

SP-4A

SP-5A

12A-CS1-CPT1D

12A-CS1-CPT1E

BIRD ISLAND

TOE OF NEW

STA 61+00

COUNTERWEIGHT

LIMIT OF

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

N767000

N766000 N766000

E

E

E

E

E

E

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

M A

T C

H P

L A

T E C -1

MATCH PLATE C-105

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

C-104

A D

IK

E R

A

IS

IN

G P

L A

N

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A T

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C H

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F

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B

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2 3 4 5 6 7 8 9 10

S O

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D E

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M A

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D A

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C O

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®of Engineers

US Army Corps

C A

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G O

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D E

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S A

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ISSUE FOR CONSTRUCTION

J A

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E R C

O U

N T

Y S

O U

T H C

A R

O L

IN

A k6enxjlh

17-JUL-2019 14:00

IP_PWP:dms26715\zzvC-104.dgn

AREA 12A

WEIR 9

WEIR 10

WEIR 8

WEIR 7

WEIR 11

0+0

OF SLOPE

NEW DIKE TOE

A

C-104CS315

0+00

1+0

1+00

COUNTERWEIGHT

NEW DIKE TOE OF

2+00

B

CS315C-104

2+00

OF CREST

NEW DIKE EDGE

OF SLOPE

NEW DIKE TOE

BORROW AREA LIMITS

Z=40.0000 Y=767041.2223 X=993465.3163

Z=40.0000 Y=766835.9871 X=993799.1624

EDGE OF CREST

BIRD ISLAND

Z=40.0000 Y=766826.7783 X=993095.9878

Z=45.0000 Y=766829.4042 X=993305.9714

3+00

3+00

Z=45.0000 Y=766833.3612 X=993589.1788

CREST

BIRD ISLAND

OTHERS)

COMPLETED BY

(SEE PLANS

MODIFICATION

GATE

ENTRANCE

DMCA MAIN

OF SLOPE

NEW DIKE TOE

+0

+0

3+87

OF CREST

NEW DIKE EDGE

BORROW AREA LIMITS

(APPROX. 6 AC)

CLEARED AND GRUBBED

AREA TO BE

Z=40.0000 Y=766621.5527 X=993429.3958

BIRD ISLAND

C

C-104CS315

W

EIR

A-1

W E

IR

A

12A-CS2-CPT2B

12A-CS2-CPT2C

12A-CS2-CPT2D

12A-CS2-CPT2E

SP-6B

SP-6A

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

E

N769000

E

E

E

E

N769000

N768000 N768000

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

MATCH PLATE C-106

MATCH PLATE C-104

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

OF CREST

NEW DIKE EDGE

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

WEIR 7

WEIR 11

C-105

A D

IK

E R

A

IS

IN

G

S T

A T

O

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O v C -1

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

- C W

K

F Y D

M C

A

A D

IK

E R

A

IS

IN

G A

N D

W E

IR

I

M P

R O

V E

M E

N T S P

R O J E

C T

F Y

L

D U

D L E

Y

L S

C H

U M

A N

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H D

IS

T R

IC

T

S A

V A

N N

A H

G A

J U

L Y

W

H N

B

ISSUE FOR CONSTRUCTION

J A

S P

E R C

O U

N T

Y S

O U

T H C

A R

O L

IN

A k6enxjlh

17-JUL-2019 14:01

IP_PWP:dms26715\zzvC-105.dgn

BORROW AREA LIMITS

COUNTERWEIGHT

NEW DIKE TOE OF

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

W E

IR

A

SP-8A

SP-8B

12A-CS3-CPT3B

12A-CS3-CPT3C6

12A-CS3-CPT3D

12A-CS3-CPT3E

12A-CS4-CPT4B

12A-CS4-CPT4C

12A-CS4-CPT4D

12A-CS4-CPT4E

SP-7A

SP-7B

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

E

E

E

N770000

N771000 N771000

N770000

E

E

E

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

MATCH LINE PLATE C-105

M A

T C

H L

IN

E P

L A

T E C -1

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+00

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

A D

IK

E R

A

IS

IN

G P

L A

N

S T

A T

O

C-106

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O v C -1

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

- C W

K

F Y D

M C

A

A D

IK

E R

A

IS

IN

G A

N D

W E

IR

I

M P

R O

V E

M E

N T S P

R O J E

C T

F Y

L

D U

D L E

Y

L S

C H

U M

A N

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H D

IS

T R

IC

T

S A

V A

N N

A H

G A

J U

L Y

W

H N

B

ISSUE FOR CONSTRUCTION

J A

S P

E R C

O U

N T

Y S

O U

T H C

A R

O L

IN

A k6enxjlh

17-JUL-2019 14:01

IP_PWP:dms26715\zzvC-106.dgn

BORROW AREA LIMITS

COUNTERWEIGHT

NEW DIKE TOE OF

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

3+00

3+43

OF CREST

NEW DIKE EDGE

W E

IR

A

W E

IR

A

SP-9A

SP-9B

12A-CS5-CPT5A

12A-CS5-CPT5B

12A-CS5-CPT5C

12A-CS5-CPT5D

12A-CS5-CPT5E

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

E

N771000

E

E

N771000

N770000 N770000

N771000

N770000

E

E

E

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09

CP

T-08

CP

T-07

CP

T-05

CP

T-04

M A

T C

H L

IN

E P

L A

T E C -1

C-108MATCH LINE PLATE

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

CLEARING AND GRUBBING LIMITS

CONE PENETRATION TEST LOCATION

SETTLEMENT PLATE LOCATIONS

BIRD ISLAND

40 40

+0

84+

87+

90+

93+

96+

99+

102+

105+

108+

111+

114+

117+

120+

123+

126+

129+

132+

135+

138+

141+00

144+

147+00

189+00

192+00

198+00

201+00

204+00

207+00

210+00

213+00

216+00

219+00

2+

225+00

231+00

4+

7+

0+

+0

+0

9+

2+

4+

4+

CP

T-06

AREA 12A

WEIR 9

WEIR 10

WEIR 8

A D

IK

E R

A

IS

IN

G P

L A

N

S T

A T

O

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O v C -1

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

- C W

K

F Y D

M C

A

A D

IK

E R

A

IS

IN

G A

N D

W E

IR

I

M P

R O

V E

M E

N T S P

R O J E

C T

F Y

L

D U

D L E

Y

L S

C H

U M

A N

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H D

IS

T R

IC

T

S A

V A

N N

A H

G A

J U

L Y

W

H N

B

ISSUE FOR CONSTRUCTION

J A

S P

E R C

O U

N T

Y S

O U

T H C

A R

O L

IN

A k6enxjlh

17-JUL-2019 14:01

IP_PWP:dms26715\zzvC-107.dgn

BORROW AREA LIMITS

COUNTERWEIGHT

NEW DIKE TOE OF

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

SP-11

SP-10

12A-CS6-CPT6A

12A-CS6-CPT6B

12A-CS6-CPT6C

STA 190+50

COUNTERWEIGHT

LIMIT OF

C-102

C-103

C-104

C-105

C-106

C-108

C-109

C-110

N769000

N768000

E

E

E

E

N769000

N768000

E

E

SEE PLATE CS507.

7. FOR SETTLEMENT PLATE INFORMATION,

CS314.

INFORMATION, SEE PLATES CS310 THROUGH

6. FOR RAMP AND DIKE CONNECTOR

ACCORDANCE WITH PLATE CS506.

5. SILT FENCE SHALL BE PLACED IN

THROUGH B-011.

4. FOR CPT LOGS, SEE PLATES B-002

CS309.

SPACINGS, SEE PLATES CS301 THROUGH

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

CS503.

PROPOSED DIKE, SEE PLATES CS501 THROUGH

2. FOR HORIZONTAL ALIGNMENT OF THE

PLATE GI004.

1. FOR OVERALL DIKE LOCATION PLAN, SEE

NOTES:

GRAPHIC SCALE

100' 100' 200'

CP

T-02

CP

T-03

CP

T-01

CP

T-10

CP

T-09