B.08 Drawing -21 April 2021.pdf

PDF 45 MB Posted Apr 22, 2021

Attached to: Marsh Restoration for the Savannah Harbor Expansion Project (SHEP)
Solicitation number: W912HN21B5002
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a marsh restoration project as part of the Savannah Harbor Expansion Project. The U.S. Army Corps of Engineers is seeking a contractor to complete restoration of approximately 29 acres of brackish marsh, including excavating material and creating feeder creeks to enable tidal connectivity at the site on Onslow Island in the Savannah River. The contractor will excavate feeder creeks tied to adjacent water bodies and establish vegetation across excavated slopes at a final elevation of approximately +7.6 feet mean lower low water. The scope of work also includes erosion control measures, clearing and grubbing, marsh and feeder creek excavation, and removal and disposal of excavated materials. The estimated construction duration is 360 calendar days with evaluation under sealed bid procedures. A pre-bid conference will be held on April 29, 2021 at the specified location with limited in-person attendance.

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Other files

File	Type	Posted
C.04 OF1419 W912HN21B5002.pdf	PDF	Jun 23, 2021
C.04 OF1419 W912HN21B5002.pdf	PDF	Jun 15, 2021
C.04 W912HN21B5002 Bid Opening Attendee list.pdf	PDF	Jun 15, 2021
B.08 AMD0003 Conformed Solicitation W912HN21B5002.pdf	PDF	May 25, 2021
B.08 AMD0002 Solicitation W912HN21B5002.pdf	PDF	May 25, 2021
B.08 AMD0003 Solicitation W912HN21B5002.pdf	PDF	May 25, 2021
B.08 Drawings.pdf	PDF	May 19, 2021
B.08 Specification Vol. 1- Amendment 0001.pdf	PDF	May 19, 2021
B.08 AMD0001 Solicitation W912HN21B5002.pdf	PDF	May 19, 2021
B.08 Drawings Amendment 0001.pdf	PDF	May 19, 2021
B.08 AMD0001 Conformed Solicitation W912HN21B5002.pdf	PDF	May 19, 2021
B.08 Pre-Bid Conf Sign-In Rosters-29 Apr2021.pdf	PDF	May 5, 2021
SHEP Marsh Restoration at DCMA 1S Pre-Bid Conference Slides.pdf	PDF	May 5, 2021
B.02 Specifications Vol. 2-19 April 2021.PDF	PDF	Apr 22, 2021
B.08 Solicitation W912HN21B5002.pdf	PDF	Apr 22, 2021
B.02 Specifications Vol. 1-19 April 2021.PDF	PDF	Apr 22, 2021

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WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2021.03.22 13:46:33 -04'00'

HENDREN.TRACY.LEE.1229932868

2021.03.22 15:01:51 -04'00'

I V

M c

A C

DISPOSAL AREA

13B

DISPOSAL AREA 12A

I V

I L L A

DISPOSAL AREA 14B

I S

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

G E O R G I A

TYBEE

ISLAND

WILMINGTON

ISLAND

TYBEE LIGHTHOUSE

WHITEMARSH

ISLAND

THUNDERBOLT

OATLAND

ISLAND

I L

ELBA

ISLAND

M C

FT. JACKSON

KEMIRA, INC.

ENGINEER

YARD

SAVANNAH

ENGINEER

BUILDING

CHATHAM-VALIANT STEEL

CHEVRON, U.S.A., INC.

MARCONA TERMINAL

SAVANNAH BAR PILOT STATION

U.S. COAST GUARD STATION-TYBEE ISLAND

FLOOD

EBB

ATLANTIC COASTAL HWY.

GEORGIA PACIFIC CORP.

ATLANTIC WOOD INDUSTRIES, INC.

SAVANNAH FOOD & INDUSTRIES

GPA COLD STORAGE FACILITY

PAN OCEAN SOUTHLAND INC.

BLUE CIRCLE ATLANTIC

METROPLEX PROPERTIES, INC.

G.A.F. CORP.

COLONIAL OIL INDUSTRIES

GEORGIA KOALIN INTERNATIONAL

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

GEORGIA PORTS AUTHORITY (LASH TERMINAL)

500' STA. 0 +000

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

NEW CUT CLOSURE

0 100

VICINITY MAP

SCALE IN MILES

T.I.C.

20-M

15-M

5-M

SCALE: 1"=50 MILES

PORT WENTWORTH TURNING BASIN

MARSH ISLAND TURNING BASIN

CRESCENT TOWING & SALVAGE CO.

KOCH MATERIALS

NATIONAL GYPSUM COMPANY

CITGO ASPHALT REFINING CO.

UNOCAL REFINIING

DOMTAR GYPSUM

COCKSPUR LIGHTHOUSE

I V

E R

R I V

E R

R I V

E R

OLD L.

BACK

RIFLE

CUT

M c

C R

I P

DRAKES CUT

MORAN

INTERNATIONAL PAPER

WEYERHAUSER PULP & PAPER

PROJECT LOCATION

WATER WELL

HWY. NO. 170

JETTIES

RAILROAD

LEGEND

ATLANTIC INTRACOASTAL WATERWAY

MAJOR HIGHWAY

DISPOSAL AREA DIKES

SAVANNAH RIVER SHIPPING CHANNEL

DISPOSAL AREA 13A

SOUTHERN COMPANY/SAVANNAH ELECTRIC POWER CO.

(PORT WENTWORTH GENERATING STATION)

EXISTING WATER

INTAKE LOCATION

HILTON HEAD

ISLAND

FIG ISLAND

TURNING

BASIN

KINGS ISLAND

TURNING

BASIN

ARGYLE ISLAND

TURNING

BASIN

DISPOSAL AREA 1S

(ONSLOW SOUTH)

MEAN TIDAL RANGE

6-8 FEET

GULF OF

MEXICO

(ONSLOW NORTH)

DISPOSAL AREA N

GEORGIA PORTS AUTHORITY

(OCEAN TERMINALS)

SAVANNAH MARINE

SERVICES

LNG TURNING

BASIN

SOUTHERN ENERGY CO.

(LIQUIFIED NATURAL GAS)

GEORGIA PORTS

AUTHORITY

GEORGIA PORTS AUTHORITY

(GARDEN CITY TERMINAL)

ARGYLE-HUTCHINSON ISLAND

DISPOSAL AREA

TIDAL RANGE

7.5 FEET

ARGYLE

ISLAND

OYSTERBED

IS.

DISPOSAL

AREA

JONES

ISLAND

TURTLE

ISLAND

DAUFUSKIE

ISLAND

SAVANNAH ELECTRIC

& POWER CO.

EAST COAST

TERMINAL CO.

WOOD CHIP

EXPORTING FAC.

GEORGIA PORTS AUTHORITY

(OCEAN TERMINALS)

TOMKINS BIRD ISLAND

OYSTERBED ISLAND

TURNING BASIN

PROJECT

LOCATION

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

VISIT THE PROJECT SITE PRIOR TO BIDDING. THE GOVERNMENT WILL SCHEDULE A

PRE-BID MEETING FOR POTENTIAL BIDDERS PRIOR TO RECEIPT OF PROPOSALS.

THIS MEETING WILL BE COORDINATED BY SPENCER DAVIS (PM-MC) 912-652-5195.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN ESTIMATE OF

THE NUMBER OF CUBIC YARDS OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE

PAY SECTIONS AS SHOWN BY THE FEEDER CREEK TYPICAL SECTIONS.

3. PAYMENT FOR EXCAVATION WILL BE BASED ON THE NEAT VOLUME OF

MATERIAL REMOVED WITHIN THE DESIGN CROSS SECTION AS DETERMINED FROM

THE SURVEY SHOWN ON THE PLANS, THE FINAL SURVEY, AND THE DESIGN

TEMPLATE. MATERIALS WHICH ARE REMOVED OUTSIDE OF THE DESIGN TEMPLATE,

INCLUDING MATERIAL REMOVED WITHIN ACCEPTABLE TOLERANCES, AND/OR

MATERIALS REMOVED OFF OF THE REQUIRED ALIGNMENT WILL NOT BE PAID FOR.

4. PAYMENT FOR THE FEEDER CREEK EXCAVATION WILL BE BASED ON THE

NEAT VOLUME WITHIN THE DESIGN CROSS SECTION AS DETERMINED FROM THE

SURVEY SHOWN ON THE PLANS, THE FINAL SURVEY, AND THE DESIGN TEMPLATE.

MATERIALS WHICH ARE EXCAVATED OUTSIDE OF THE DESIGN TEMPLATE WILL NOT

BE PAID FOR, INCLUDING MATERIAL EXCAVATED WITHIN ACCEPTABLE TOLERANCES.

5. ALL DEWATERING ACTIVITIES RESULTING IN A RELEASE TO THE RIVER SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) SO

THAT WATER QUALITY MONITORING CAN BE IMPLEMENTED.

6. TREES, BRUSH, AND OTHER WOODY VEGETATION REMOVED DURING

CLEARING OPERATIONS SHALL BE BURNED WITHIN CONTRACTOR DETERMINED/COR

APPROVED BURN AREAS USING AN AIR-CURTAIN DESTRUCTOR OR REMOVE THE

MATERIAL FROM GOVERNMENT PROPERTY WITHOUT ADDITIONAL COST TO THE

GOVERNMENT. ALL REMNANTS LEFT AFTER BURNING SHALL BE COVERED WITH AT

LEAST TWO FEET OF SOIL OBTAINED FROM ADJACENT AREAS. THE EARTH COVER

AND EXCAVATION(S) SHALL BE SHAPED TO MATCH PROPOSED GRADE. THE

CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED BURNING PERMITS

BEFORE BEGINNING BURNING OPERATIONS, COMPLY WITH FEDERAL, STATE AND

LOCAL LAWS AND REGULATIONS. BURN AREA LOCATIONS SHALL BE INCLUDED ON

AS-BUILT DRAWINGS.

7. UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ARE MEAN LOWER LOW

WATER (MLLW), EPOCH 1983-2001, AND HORIZONTAL COORDINATES ARE NAD83

GEORGIA EAST STATE PLANE.

8. REFUELING OF EQUIPMENT WILL NOT BE ALLOWED WITHIN AREAS BEING

DEWATERED NOR IN OR AROUND PORTIONS OF THE SITE THAT ARE AT OR HAVE

BEEN EXCAVATED TO AN ELEVATION NEAR THE GROUNDWATER TABLE. ALL

EQUIPMENT FUELING AND GENERAL MAINTENANCE LOCATIONS ARE TO BE

COORDINATED WITH THE COR.

9. THE CONTRACTOR SHALL AVOID ANY KNOWN CONTAMINATED SOIL AREAS.

THIS INCLUDES SAMPLE LOCATIONS S7, S8, S15, S16, AND S18. SEE SHEET B-101

FOR LOCATIONS. ALL KNOWN AREAS ARE OUTSIDE OF EXCAVATION LIMITS.

10. MARSH PLANTING IS INCLUDED IN THE EVENT OF ANY DISTURBANCES OR

DAMAGES TO MARSH AREAS OUTSIDE EXCAVATION LIMITS OR ADJACENT TO THE

DESIGN TEMPLATE. THIS INCLUDES THE HAUL ROUTE. THE CONTRACTOR SHALL

REPAIR ANY MARSH PLANT DAMAGE DUE TO CONTRACTOR OPERATIONS TO THE

SAME CONDITIONS AS BEFORE CONSTRUCTION, OR BETTER, AT NO ADDITIONAL

COST TO THE GOVERNMENT. SEE SPECS SECTION 32 05 34 MARSH PLANTING AS

GUIDE.

11. THE CONTRACTOR IS TO BE AWARE THAT THE PROJECT SITE IS ACCESSIBLE

BY THE GENERAL PUBLIC VIA BOAT ON THE ADJOINING CREEKS, RIVERS, AND

WATERWAYS. CONTRACTORS SHALL TAKE PROTECTIVE MEASURES NECESSARY TO

PROTECT THEIR MATERIALS, EQUIPMENT, AND PERSONNEL AS WELL AS THE

GENERAL PUBLIC AT ALL TIMES. THE CONTRACTOR WILL BE RESPONSIBLE FOR

PROVIDING AND STAFFING PERSONNEL TO MONITOR SITE ACCESS FOR THE

LOCATION WHILE WORK IS UNDERWAY AT THE SITE.

12. OTHER CONTRACTORS WILL BE PERFORMING WORK IN THE SAVANNAH

HARBOR DMCAS. THE CONTRACTOR SHALL COORDINATE WORK WITH THE OTHER

CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY PROGRESS OF EACH. ANY

DISPUTES OR DISAGREEMENTS THAT ARISE FROM ARE USE SHALL BE BROUGHT TO

THE ATTENTION OF THE COR, WHO WILL THEN MAKE A DETERMINATION FOR

OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE COR SHALL BE

BINDING ON ALL PARTIES CONCERNED.

13. THE RIVER ACCESS RAMP ON THE NORTH SIDE OF THE BACK RIVER AT DMCA

12A IS AVAILABLE FOR USE. THE ACCESS RAMP WILL BE UTILIZED BY OTHER

CONTRACTORS PERFORMING WORK IN THE DMCAS. THE CONTRACTOR SHALL

COORDINATE WORK WITH THE OTHER CONTRACTORS AS NEEDED TO ENSURE THE

ORDERLY AND COOPERATIVE USE OF THE RAMP. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SUPPLYING RIVER ACCESS FOR THE LOADING AND

TRANSPORTING OF MATERIALS, EQUIPMENT, AND PERSONNEL TO THE PROJECT

SITE.

14. AREAS IDENTIFIED ON THE DRAWINGS AS "RESTRICTED/NO WORK AREAS"

SHALL NOT BE DISTURBED. THE CONTRACTOR SHALL ENSURE THAT MATERIALS,

EQUIPMENT, AND PERSONNEL REMAIN OUTSIDE THE LIMITS OF THESE AREAS.

15. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND VERIFY THE

EXISTENCE AND LOCATION OF UTILITIES WITHIN THE PROPOSED CONSTRUCTION

LIMITS. GEORGIA LAW MANDATES THAT, BEFORE BEGINNING ANY MECHANIZED

DIGGING OR EXCAVATION WORK, YOU MUST CONTACT GEORGIA 811 BY USING

E-REQUEST ON WWW.GEORGIA811.COM OR BY CALLING 811 OR 1-800-282-7411 AT

LEAST 48 HOURS BUT NO MORE THAN 10 WORKING DAYS IN ADVANCE TO HAVE

UTILITY LINES MARKED.

16. PROJECT STAGING OF EQUIPMENT, MATERIALS, VESSELS, AND PERSONNEL IS

NOT PROVIDED BY THE GOVERNMENT AND SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO PROCURE.

17. ALL SATISFACTORY MATERIAL EXCAVATED SHALL BE PLACED IN THE

SEDIMENT BASIN. ALL UNSATISFACTORY MATERIAL SHALL BE PLACED IN THE

UPLAND DREDGED MATERIAL CONTAINMENT AREAS (DMCAS).

1. INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

2. THE PROJECT SITE LOCATIONS ARE ADJACENT TO LANDS THAT ARE A PART

OF THE SAVANNAH NATIONAL WILDLIFE REFUGE. SAVANNAH NATIONAL WILDLIFE

REFUGE IS OWNED AND OPERATED BY THE U.S. FISH AND WILDLIFE SERVICE. IN

ORDER TO ENSURE THAT THE BIOLOGICAL INTEGRITY, DIVERSITY, AND

ENVIRONMENTAL HEALTH OF THE REFUGE LANDS IS MAINTAINED THE

CONTRACTOR SHALL RESTRICT THE REMOVAL OF VEGETATION NECESSARY TO

ACCOMPLISH THE REQUIRED WORK TO THE ABSOLUTE MINIMUM. THE

CONTRACTOR SHALL NOT HARASS OR FEED ANY WILDLIFE THAT THEY MAY

ENCOUNTER ON REFUGE PROPERTY. THE CONTRACTOR WILL NOT REMOVE

ANYTHING, INCLUDING PLANTS, FOUND ON REFUGE PROPERTY. THE CONTRACTOR

SHALL ENSURE THAT ANY TRASH OR LITTER GENERATED DURING CONSTRUCTION

IS REMOVED FROM THE SITE AT THE END OF EACH WORK DAY.

U.S. FISH AND WILDLIFE POINT OF CONTACT IS CHUCK HAYES 843-784-6262.

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WETLAND

BOUNDARY

FRESHWATER

WETLAND "B"

FRESHWATER

WETLAND "A"

DRY LAND

BREAK

POND "A"

RESTRICTED-

NO ANCHORAGE

(TYP)

RESTRICTED-

NO ANCHORAGE

(TYP)

70+000

C-102

C-101

NORTHING: 784490.42

EASTING: 974423.16

NORTHING: 782905.14

EASTING: 975913.68

ONSLOW

ISLAND

DMCA 1N

DMCA 1S

DMCA 12A

DMCA 13A

DMCA 13B

CB101

NORTHING: 762607.38

EASTING: 1002841.18

CB102

NORTHING: 765207.07

EASTING: 998739.85

CB103

NORTHING: 763725.44

EASTING: 1000817.73

SCALE: 1" = 2000'

2000' 4000'0'

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ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

B-1

B-2

B-3

B-4

1S3_7

1S3_6

1S3_3

1S3_4

1S3_5

N 783205.80

E 974055.20

N 782764.70

E 974244.50

N 782518.10

E 974463.20

CONTAMINATED SOIL-

DO NOT DISTURB

N 782508.90

E 974738.70

CONTAMINATED SOIL-

DO NOT DISTURB

N 782702.80

E 975154.20

N 782462.90

E 975002.20

S10

N 782237.80

E 974715.50

S11

N 782229.60

E 974916.80

S12

N 782026.00

E 974547.30

S13

N 781822.30

E 974594.80

S14

N 781516.30

E 974874.50

S15

CONTAMINATED SOIL-

DO NOT DISTURB

N 781805.90

E 975213.10

S16

CONTAMINATED SOIL-

DO NOT DISTURB

N 781992.50

E 974942.10

S17

N 782118.30

E 975109.60

S18

CONTAMINATED SOIL-

DO NOT DISTURB

N 782164.00

E 975450.50

S19

N 782530.10

E 975479.70

S20

N 782369.00

E 975224.10

WETLAND

BOUNDARY

DRY LAND

BREAK

POND "A"

CP^NAIL/WASHER

CP^NAIL

CP^H/T

CP^NAIL

RB W/CAP(F)

CP^NAIL

MONU^1S-1

MONU^1S-2

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

GEORGIA POWER

OVERHEAD ELECTRIC

TRANSMISSION LINES

(APPROXIMATE LOCATION)

(TYPICAL)

ELECTRIC TRANSMISSION

TOWER

RESTRICTED HEIGHT AREA - NO CRANE

BARGE, OR ANY EQUIPMENT WITH THE

ABILITY TO VIOLATE HEIGHT

RESTRICTION PERMITTED WITHIN 150'

SCALE: 1" = 100'

100' 200'0'

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LEGEND

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EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

SAVANNAH RIVER CHANNEL

C/E

RESTRICTED HEIGHT AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

ONSLOW ISLAND

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

B-5

B-6

B-7

1S3_3

1S3_2

1S3_1

1S3_4

N 784232.40

E 972867.70

N 784296.60

E 973350.20

N 783967.50

E 973498.70

N 783205.80

E 974055.20

FRESHWATER

WETLAND "B"

FRESHWATER

WETLAND "A"

POND "A"

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

MONU^1S-2

MONU^1S-3

SCALE: 1" = 100'

100' 200'0'

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K6ENHETW 3/19/2021 11:42:46 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0609 RTA\04_GEOTECH\CAD\PLAN SHEETS\Z0RV101-V102.DWG

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V-102

E X

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MATCH LINE- SEE SHEET B-101

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

SAVANNAH RIVER CHANNEL

C/E

RESTRICTED HEIGHT AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

L I C

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K6ENHETW 3/19/2021 11:44:58 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0609 RTA\04_GEOTECH\CAD\PLAN SHEETS\Z0RVS101-VS102.DWG

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I L L I A

M S

VS001

S U

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T R

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L A

SURVEY CONTROL POINTS

No.

ELEVATION

20.31

13.80

17.62

19.83

22.61

22.16

20.82

20.22

24.84

25.73

26.38

26.17

17.12

15.61

19.75

14.93

16.88

17.89

15.90

16.21

15.92

15.39

16.73

NORTHING

781,925.37

781,699.93

781,794.70

781,889.47

781,986.34

782,081.64

782,178.91

782,276.94

782,375.48

782,473.76

782,570.96

782,599.14

782,676.79

782,754.65

782,846.34

782,918.58

782,993.93

783,022.92

782,788.42

782,823.70

782,901.66

782,936.13

783,036.87

EASTING

974,324.65

974,254.09

974,283.60

974,313.43

974,344.56

974,375.21

974,404.88

974,424.33

974,443.38

974,459.68

974,481.71

974,497.18

974,434.81

974,378.97

974,310.95

974,255.32

974,197.61

974,175.85

974,473.37

974,566.64

974,751.61

974,836.18

974,076.99

DESCRIPTIONS

CP^NAIL/WASHER

CP^NAIL

CP^H/T

CP^NAIL

SURVEY CONTROL POINTS

No.

ELEVATION

15.38

13.19

11.71

10.06

8.64

10.56

17.71

17.22

13.86

10.64

9.16

10.62

11.74

10.90

12.61

14.05

16.37

19.10

17.76

14.79

12.54

10.33

10.78

NORTHING

783,051.75

783,064.57

783,078.22

783,092.07

783,106.49

783,119.02

783,073.25

783,145.95

783,220.13

783,276.13

783,308.89

783,343.32

783,379.92

783,416.65

783,430.83

783,472.64

783,538.84

783,604.69

783,671.05

783,736.03

783,800.97

783,866.51

783,887.90

EASTING

973,978.04

973,878.62

973,780.14

973,680.19

973,579.30

973,483.37

974,134.26

974,065.28

973,998.61

973,938.89

973,854.79

973,759.97

973,667.75

973,571.09

973,534.22

973,487.14

973,412.13

973,338.21

973,261.95

973,185.55

973,110.15

973,034.59

973,010.20

DESCRIPTIONS

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

SURVEY CONTROL POINTS

No.

10001

10002

10003

ELEVATION

13.33

17.83

18.19

10.39

11.54

13.24

11.85

17.92

19.55

20.06

14.47

12.73

12.87

15.57

11.28

16.59

15.87

15.44

15.88

13.33

22.27

11.74

17.52

NORTHING

783,950.76

784,039.84

784,129.43

784,192.85

783,959.80

783,947.00

783,992.71

783,204.24

782,716.08

782,731.32

782,904.55

782,869.73

782,836.96

781,449.73

781,456.23

781,508.24

781,545.41

781,584.48

781,603.28

781,546.96

781,605.87

783,126.29

784,183.59

EASTING

972,979.08

972,934.00

972,889.39

973,256.70

972,754.14

973,267.11

973,415.56

974,283.83

974,078.41

974,061.24

974,930.73

975,029.66

975,119.74

974,242.98

974,310.42

974,420.57

974,498.04

974,578.42

974,615.93

974,710.22

974,225.40

973,433.71

972,858.04

DESCRIPTIONS

CP^NAIL

CP^H/T

CP^NAIL

RB W/CAP(F)

CP^NAIL

MONU^1S-1

MONU^1S-2

MONU^1S-3

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

7. ALL ELEVATIONS WERE CONVERTED FROM NAVD TO

MLLW USING STANDARD TIDAL CONVERSION CHARTS.

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

WETLAND

BOUNDARY

DRY LAND

BREAK

POND "A"

MONU^1S-1

MONU^1S-2

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

GEORGIA POWER

OVERHEAD ELECTRIC

TRANSMISSION LINES

(APPROXIMATE LOCATION)

(TYPICAL)

ELECTRIC TRANSMISSION

TOWER

RESTRICTED HEIGHT AREA - NO CRANE

BARGE, OR ANY EQUIPMENT WITH THE

ABILITY TO VIOLATE HEIGHT

RESTRICTION PERMITTED WITHIN 150'

20.31

CP^NAIL/WASHER

N 781925.37

E 974324.65

13.80

CP^NAIL

N 781699.93

E 974254.09

17.62

CP^NAIL

N 781794.70

E 974283.60

19.83

CP^NAIL

N 781889.47

E 974313.43

22.61

CP^NAIL

N 781986.34

E 974344.56

22.16

CP^NAIL

N 782081.64

E 974375.21

20.82

CP^NAIL

N 782178.91

E 974404.88

20.22

CP^NAIL

N 782276.94

E 974424.33

24.84

CP^NAIL

N 782375.48

E 974443.38

25.73

CP^NAIL

N 782473.76

E 974459.68

26.38

CP^NAIL

N 782570.96

E 974481.71

26.17

CP^NAIL

N 782599.14

E 974497.18

17.12

CP^NAIL

N 782676.79

E 974434.81

15.61

CP^NAIL

N 782754.65

E 974378.97

19.75

CP^NAIL

N 782846.34

E 974310.95

14.93

CP^NAIL

N 782918.58

E 974255.32

16.88

CP^NAIL

N 782993.93

E 974197.61

17.89

CP^H/T

N 783022.92

E 974175.85

15.90

CP^NAIL

N 782788.42

E 974473.37

16.21

CP^NAIL

N 782823.70

E 974566.64

15.92

CP^NAIL

N 782901.66

E 974751.61

15.39

CP^NAIL

N 782936.13

E 974836.18

16.73

CP^NAIL

N 783036.87

E 974076.99

15.38

CP^NAIL

N 783051.75

E 973978.04

13.19

CP^NAIL

N 783064.57

E 973878.62

11.71

CP^NAIL

N 783078.22

E 973780.14

10.06

CP^NAIL

N 783092.07

E 973680.19

8.64

CP^NAIL

N 783106.49

E 973579.30

10.56

CP^NAIL

N 783119.02

E 973483.37

17.71

CP^NAIL

N 783073.25

E 974134.26

17.22

CP^NAIL

N 783145.95

E 974065.28

13.86

CP^NAIL

N 783220.13

E 973998.61

N 783308.89

E 973854.79

19.55

CP^NAIL

N 782716.08

E 974078.41

20.06

RB W/CAP(F)

N 782731.32

E 974061.24

14.47

CP^NAIL

N 782904.55

E 974930.73

12.73

CP^NAIL

N 782869.73

E 975029.66

12.87

CP^NAIL

N 782836.96

E 975119.74

15.57

CP^NAIL

N 781449.73

E 974242.98

11.28

CP^NAIL

N 781456.23

E 974310.42

16.59

CP^NAIL

N 781508.24

E 974420.57

15.87

CP^NAIL

N 781545.41

E 974498.04

15.44

CP^NAIL

N 781584.48

E 974578.42

15.88

CP^NAIL

N 781603.28

E 974615.93

13.33

CP^NAIL

N 781546.96

E 974710.22

22.27

MONU^1S-1

N 781605.87

E 974225.40

11.74

MONU^1S-2

N 783126.29

E 973433.71

SCALE: 1" = 100'

100' 200'0'

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K6ENHETW 3/19/2021 11:45:42 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0609 RTA\04_GEOTECH\CAD\PLAN SHEETS\Z0RVS101-VS102.DWG

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I L L I A

M S

VS101

S U

R V

T R

O L

L A

MATCH LINE- SEE SHEET VS102

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

SAVANNAH RIVER CHANNEL

C/E

RESTRICTED HEIGHT AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

7. ALL ELEVATIONS WERE CONVERTED FROM NAVD TO

MLLW USING STANDARD TIDAL CONVERSION CHARTS.

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

FRESHWATER

WETLAND "B"

FRESHWATER

WETLAND "A"

POND "A"

MONU^1S-2

MONU^1S-3

15.39

CP^NAIL

N 782936.13

E 974836.18

13.19

CP^NAIL

N 783064.57

E 973878.62

10.06

CP^NAIL

N 783092.07

E 973680.19

10.56

CP^NAIL

N 783119.02

E 973483.37

17.71

CP^NAIL

N 783073.25

E 974134.26

17.22

CP^NAIL

N 783145.95

E 974065.28

13.86

CP^NAIL

N 783220.13

E 973998.61

10.64

CP^NAIL

N 783276.13

E 973938.89

9.16

CP^H/T

N 783308.89

E 973854.79

10.62

CP^NAIL

N 783343.32

E 973759.97

11.74

CP^H/T

N 783379.92

E 973667.75

10.90

CP^NAIL

N 783416.65

E 973571.09

12.61

CP^H/T

N 783430.83

E 973534.22

14.05

CP^NAIL

N 783472.64

E 973487.14

16.37

CP^NAIL

N 783538.84

E 973412.13

19.10

CP^NAIL

N 783604.69

E 973338.21

17.76

CP^NAIL

N 783671.05

E 973261.95

14.79

CP^NAIL

N 783736.03

E 973185.55

12.54

CP^NAIL

N 783800.97

E 973110.15

10.33

CP^NAIL

N 783866.51

E 973034.59

10.78

CP^NAIL

N 783887.90

E 973010.20

13.33

CP^NAIL

N 783950.76

E 972979.08

17.83

CP^NAIL

N 784039.84

E 972934.00

18.19

CP^NAIL

N 784129.43

E 972889.39

10.39

CP^NAIL

N 784192.85

E 973256.70

11.54

CP^H/T

N 783959.80

E 972754.14

13.24

CP^NAIL

N 783947.00

E 973267.11

11.85

CP^NAIL

N 783992.71

E 973415.56

17.92

CP^NAIL

N 783204.24

E 974283.83

17.52

MONU^1S-3

N 784183.59

E 972858.04

SCALE: 1" = 100'

100' 200'0'

S O

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K6ENHETW 3/19/2021 11:46:21 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0609 RTA\04_GEOTECH\CAD\PLAN SHEETS\Z0RVS101-VS102.DWG

O R

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I L L I A

M S

VS102

S U

R V

T R

O L

L A

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

SAVANNAH RIVER CHANNEL

C/E

RESTRICTED HEIGHT AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

MATCH LINE- SEE SHEET VS101

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

7. ALL ELEVATIONS WERE CONVERTED FROM NAVD TO

MLLW USING STANDARD TIDAL CONVERSION CHARTS.

EXTERIOR BOUNDARY LINE

LINE #

L338

L339

L340

L341

L342

L343

L344

L345

L346

L347

L348

L349

L350

L351

L352

L353

L354

L355

L356

L357

LENGTH

247.93'

131.79'

229.83'

84.27'

59.13'

48.00'

83.31'

69.94'

46.27'

58.86'

28.65'

885.19'

448.39'

16.06'

71.17'

26.00'

530.30'

285.48'

13.43'

77.01'

DIRECTION

N35° 03' 13.18"W

N55° 21' 15.81"W

S79° 47' 47.76"W

N50° 36' 53.01"W

N61° 20' 27.79"W

N82° 42' 06.37"W

N82° 59' 53.41"W

S72° 23' 00.53"W

S50° 49' 53.77"W

S42° 42' 26.87"W

S27° 33' 16.38"W

S55° 51' 53.85"E

S28° 02' 51.29"E

S82° 51' 04.63"E

S38° 23' 43.88"E

S66° 40' 45.10"W

S28° 02' 51.29"E

S47° 32' 37.13"E

N73° 51' 07.90"E

N85° 10' 45.15"E

NORTHING

783992.42

784195.38

784270.31

784229.59

784283.07

784311.42

784317.52

784327.68

784306.51

784277.29

784234.03

784208.63

783711.91

783316.18

783314.18

783258.40

783248.11

782780.09

782587.38

782591.11

EASTING

973574.96

973432.56

973324.13

973097.94

973032.81

972980.92

972933.31

972850.62

972783.96

972748.09

972708.16

972694.91

973427.59

973638.43

973654.36

973698.57

973674.70

973924.05

974134.67

974147.57

EXTERIOR BOUNDARY LINE

LINE #

L358

L359

L360

L361

L362

L363

L364

L365

L366

L367

L368

L369

L370

L371

L372

L373

L374

L375

L376

L377

LENGTH

34.13'

56.51'

1223.69'

42.44'

37.81'

34.71'

31.93'

52.16'

37.65'

43.75'

19.69'

28.52'

4.17'

106.66'

12.65'

2.56'

8.58'

670.04'

262.23'

218.81'

DIRECTION

S71° 53' 54.52"W

S53° 08' 37.52"W

S19° 15' 41.71"E

N68° 57' 04.35"E

N79° 26' 46.73"E

N08° 24' 26.77"E

S39° 09' 29.15"E

S17° 38' 07.00"W

S85° 12' 37.18"E

S87° 59' 16.51"E

S77° 07' 24.16"E

N44° 26' 09.69"E

N38° 11' 49.05"E

N02° 02' 47.05"E

N09° 35' 31.11"W

N87° 57' 30.67"E

N02° 02' 47.05"E

N16° 26' 16.94"W

N34° 41' 32.62"W

N09° 37' 39.64"E

NORTHING

782597.59

782586.98

782553.09

781397.90

781413.14

781420.07

781454.40

781429.65

781379.94

781376.80

781375.26

781370.87

781391.24

781394.51

781501.11

781513.58

781513.68

781522.25

782164.91

782380.52

EASTING

974224.31

974191.88

974146.66

974550.33

974589.94

974627.12

974632.19

974652.35

974636.55

974674.07

974717.79

974736.99

974756.96

974759.54

974763.34

974761.24

974763.79

974764.10

974574.49

974425.24

EXTERIOR BOUNDARY LINE

LINE #

L378

L379

L380

L381

L382

L383

L384

L385

L386

L387

L388

L389

L390

L391

L392

L393

L394

L395

L396

L397

LENGTH

67.85'

78.24'

91.35'

422.60'

214.50'

30.05'

12.22'

53.80'

47.07'

84.75'

64.35'

27.88'

367.52'

181.81'

84.97'

194.18'

14.22'

200.19'

76.37'

173.22'

DIRECTION

N42° 03' 51.20"E

N62° 09' 11.07"E

N74° 19' 04.11"E

N83° 35' 28.41"E

N20° 06' 51.41"E

N06° 56' 44.17"E

N67° 58' 05.83"W

N24° 54' 28.47"W

N16° 56' 56.69"E

S88° 27' 13.21"W

N83° 43' 54.06"W

N64° 12' 45.05"W

S83° 21' 19.17"W

N52° 36' 19.75"W

N87° 13' 19.03"W

S09° 52' 09.01"W

N73° 27' 04.61"W

N07° 51' 22.44"E

N10° 20' 40.73"W

N42° 46' 02.36"W

NORTHING

782596.24

782646.62

782683.16

782707.85

782755.02

782956.44

782986.27

782990.85

783039.65

783084.68

783082.39

783089.42

783101.55

783059.02

783169.43

783173.55

782982.24

782986.30

783184.60

783259.73

EASTING

974461.83

974507.29

974576.47

974664.42

975084.38

975158.14

975161.78

975150.45

975127.79

975141.52

975056.80

974992.83

974967.73

974602.68

974458.24

974373.37

974340.08

974326.46

974353.82

974340.10

EXTERIOR BOUNDARY LINE

LINE #

L398

L399

L400

L401

L402

L403

L404

L405

L406

L407

L408

L409

L410

L411

L412

L413

L414

L415

L416

L417

LENGTH

76.40'

45.85'

55.40'

51.40'

68.37'

91.66'

92.89'

90.79'

69.52'

55.55'

40.85'

54.97'

155.55'

65.01'

111.59'

62.45'

95.68'

70.56'

58.52'

54.11'

DIRECTION

S76° 56' 29.51"W

S35° 43' 45.36"W

S38° 29' 15.47"E

N59° 52' 08.29"W

S66° 36' 40.93"W

N28° 37' 08.91"W

S73° 23' 34.94"W

S50° 57' 47.19"W

S28° 04' 27.06"E

S89° 30' 25.23"W

N40° 04' 37.49"W

N26° 47' 16.32"E

N53° 53' 45.35"E

N30° 48' 16.53"W

N42° 46' 28.16"W

N34° 25' 08.69"W

N50° 52' 39.84"W

N81° 53' 55.39"W

N20° 31' 23.77"E

N39° 24' 46.56"W

NORTHING

783386.90

783369.64

783332.42

783289.05

783314.86

783287.72

783368.17

783341.62

783284.44

783223.10

783222.62

783253.88

783302.96

783394.61

783450.45

783532.35

783583.87

783644.25

783654.19

783708.99

EASTING

974222.48

974148.06

974121.28

974155.76

974111.30

974048.55

974004.65

973915.64

973845.11

973877.83

973822.28

973795.98

973820.75

973946.42

973913.13

973837.35

973802.05

973727.82

973657.96

973678.48

EXTERIOR BOUNDARY LINE

LINE #

L418

L419

L420

L421

L422

LENGTH

57.70'

56.78'

25.71'

52.78'

80.25'

DIRECTION

N06° 06' 10.74"W

N07° 35' 42.40"W

N05° 22' 21.38"E

N05° 24' 20.33"E

N51° 36' 49.71"W

NORTHING

783750.80

783808.16

783864.45

783890.04

783942.59

EASTING

973644.12

973637.99

973630.49

973632.89

973637.86

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

D A

T E

C O

N T

R A

D R

A W

I S

S U

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

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R S

C A

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G O

C H

E C

K E

S U

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I T

T E

A N

S I

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N B

A P

R I L

S A

V A

N N

A H

G L E

T H

O R

S A

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N N

T R

I C

F Y

D M

T O

R A

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C H

A T

H A

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READY TO ADVERTISE (RTA)

C W

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K6ENHETW 3/19/2021 12:16:38 PM C:\USERS\K6ENDPRM\DESKTOP\CWK0609 RTA\04_GEOTECH\CAD\PLAN SHEETS\Z0RC001.DWG

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I L L I A

M S

C-001

S I T

O U

N D

A R

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

B-1

B-2

B-3

B-4

1S3_7

1S3_6

1S3_3

1S3_4

1S3_5

N 783205.80

E 974055.20

N 782764.70

E 974244.50

N 782518.10

E 974463.20

CONTAMINATED SOIL-

DO NOT DISTURB

N 782508.90

E 974738.70

CONTAMINATED SOIL-

DO NOT DISTURB

N 782702.80

E 975154.20

N 782462.90

E 975002.20

S10

N 782237.80

E 974715.50

S11

N 782229.60

E 974916.80

S12

N 782026.00

E 974547.30

S13

N 781822.30

E 974594.80

S14

N 781516.30

E 974874.50

S15

CONTAMINATED SOIL-

DO NOT DISTURB

N 781805.90

E 975213.10

S16

CONTAMINATED SOIL-

DO NOT DISTURB

N 781992.50

E 974942.10

S17

N 782118.30

E 975109.60

S18

CONTAMINATED SOIL-

DO NOT DISTURB

N 782164.00

E 975450.50

S19

N 782530.10

E 975479.70

S20

N 782369.00

E 975224.10

WETLAND

BOUNDARY

DRY LAND

BREAK

POND "A"

CP^NAIL/WASHER

CP^NAIL

CP^H/T

CP^NAIL

RB W/CAP(F)

CP^NAIL

MONU^1S-1

MONU^1S-2

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

GEORGIA POWER

OVERHEAD ELECTRIC

TRANSMISSION LINES

(APPROXIMATE LOCATION)

(TYPICAL)

ELECTRIC TRANSMISSION

TOWER

RESTRICTED HEIGHT AREA - NO CRANE

BARGE, OR ANY EQUIPMENT WITH THE

ABILITY TO VIOLATE HEIGHT

RESTRICTION PERMITTED WITHIN 150'

TIE INTO EXISTING CHANNEL

AT EL. 0.0 MLLW

S F

FG: 7.6

FG: 7.1

FG: 0.7

FG: 0.5

FG: 0.0

FG: 7.6

FG: 0.2

TRANSITION 3:1 TO 5:1

END SIDE SLOPE

TRANSITION 5:1 TO 3:1

BEGIN SIDE SLOPE

TRANSITION 5:1 TO 3:1

FG: 0.3

-5:1

NORTHING: 781397.90

EASTING: 974550.33

NORTHING: 781522.25

EASTING: 974764.10

NORTHING: 782755.02

EASTING: 975084.38

NORTHING: 782986.27

EASTING: 975161.78

NORTHING: 783084.68

EASTING: 975141.52

NORTHING: 783078.01

EASTING: 974765.67

NORTHING: 783068.35

EASTING: 974682.69

NORTHING: 783059.02

EASTING: 974602.68

NORTHING: 783169.43

EASTING: 974458.24

NORTHING: 783173.55

EASTING: 974373.37

NORTHING: 782780.09

EASTING: 973924.05

NORTHING: 782587.38

EASTING: 974134.67

NORTHING: 782553.09

EASTING: 974146.66

NORTHING: 782596.24

EASTING: 974461.83

NORTHING: 782377.54

EASTING: 974442.25

NORTHING: 782164.91

EASTING: 974574.49

100+00

BP: 100+00

PI: 100+92

PC: 106+97

19+16

PI: 13+64

PC: 14+07

PT: 1

1+70

PT: 14+44

EG: 10.7

EG: 12.8

EG: 15.1

EG: 13.5

EG: 16.3

EG: 7.7

EG: 7.9

EG: 8.8

EG: 23.4

EG: 19.6

EG: 11.8

EG: 13.4

EG: 11.4

EG: 11.0

EG: 9.4

EG: 10.1

EG: 15.6

EG: 15.1

ALIGNMENTS: ALGN_NORTHFEEDERCREEK

NUMBER

L10

L11

L12

L13

L14

LENGTH

247.12'

127.87'

77.31'

92.50'

153.01'

204.71'

236.59'

167.66'

RADIUS

500.00'

100.00'

LINE/CHORD DIRECTION

N47° 27' 02.99"W

N25° 57' 55.53"W

N03° 30' 28.86"E

N66° 26' 43.17"W

N61° 36' 35.71"W

N33° 17' 30.27"W

N18° 38' 20.80"W

N25° 39' 18.52"E

START STATION

100+00.00

100+92.50

104+92.63

108+25.22

111+39.12

END STATION

100+92.50

102+45.51

106+97.35

110+61.81

113+06.78

ALIGNMENTS: ALGN_SOUTHFEEDERCREEK

NUMBER

LENGTH

290.03'

273.69'

36.51'

79.07'

221.70'

606.43'

193.81'

43.52'

64.65'

106.68'

RADIUS

800.00'

500.00'

200.00'

1000.00'

500.00'

LINE/CHORD DIRECTION

N22° 43' 28.03"W

N17° 25' 43.52"W

N47° 32' 58.48"E

N44° 35' 08.20"E

N59° 33' 12.07"E

N12° 20' 19.28"W

N01° 44' 50.26"W

N52° 46' 43.13"E

N42° 19' 13.82"E

N46° 51' 02.58"E

START STATION

0+00.00

11+70.15

13+63.96

14+43.99

15+87.71

END STATION

6+06.43

13+63.96

14+07.48

15+08.64

16+94.39

NORTHING: 783042.49

EASTING: 974737.13

NORTHING: 781393.00

EASTING: 974637.04

NORTHING: 782703.07

EASTING: 974309.17

SCALE: 1" = 100'

100' 200'0'

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C-101

S I T

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MATCH LINE- SEE SHEET C-102

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

C/E

RESTRICTED HEIGHT AREA

MARSH RESTORATION AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

SILT FENCE

LIMITS OF DISTURBANCE

EXISTING GRADE

ELEVATION (MLLW)

FUTURE GRADE

ELEVATION (MLLW)

FG: X.X

EG: X.X

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

B-5

B-6

B-7

1S3_3

1S3_2

1S3_1

1S3_4

N 784232.40

E 972867.70

N 784296.60

E 973350.20

N 783967.50

E 973498.70

N 783205.80

E 974055.20

FRESHWATER

WETLAND "B"

FRESHWATER

WETLAND "A"

POND "A"

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

MONU^1S-2

MONU^1S-3

TIE INTO EXISTING CHANNEL

AT EL. 0.0 MLLW

S F

FG: 7.6

FG: 0.0

FG: 7.6

FG: 7.1

FG: 0.7

FG: 7.6

FG: 0.2

FG: 0.1

END SIDE SLOPE

TRANSITION 3:1 TO 5:1

BEGIN SIDE SLOPE

TRANSITION 3:1 TO 5:1

END SIDE SLOPE

TRANSITION 5:1 TO 3:1

BEGIN SIDE SLOPE

TRANSITION 5:1 TO 3:1

FG: 0.2

NORTHING: 783078.01

EASTING: 974765.67

NORTHING: 783068.35

EASTING: 974682.69

NORTHING: 783059.02

EASTING: 974602.68

NORTHING: 783169.43

EASTING: 974458.24

NORTHING: 783173.55

EASTING: 974373.37

NORTHING: 783368.17

EASTING: 974004.65

NORTHING: 783394.61

EASTING: 973946.42

NORTHING: 783750.80

EASTING: 973644.12

NORTHING: 784195.38

EASTING: 973432.56

NORTHING: 784270.31

EASTING: 973324.13

NORTHING: 784229.59

EASTING: 973097.94

NORTHING: 784311.43

EASTING: 972980.92

NORTHING: 784327.25

EASTING: 972850.64

NORTHING: 784208.63

EASTING: 972694.91

NORTHING: 783711.91

EASTING: 973427.59

NORTHING: 783316.18

EASTING: 973638.43

NORTHING: 783248.02

EASTING: 973674.74

NORTHING: 783259.31

EASTING: 973696.12

NORTHING: 783708.99

EASTING: 973678.48

NORTHING: 783733.17

EASTING: 973704.18

NORTHING: 783695.35

EASTING: 973781.47

NORTHING: 783624.09

EASTING: 973752.61

111+00

EP: 113+07

PC: 106+97

PC: 110+62

PT: 111+39

19+16

ALIGNMENTS: ALGN_NORTHFEEDERCREEK

NUMBER

L10

L11

L12

L13

L14

LENGTH

247.12'

127.87'

77.31'

92.50'

153.01'

204.71'

236.59'

167.66'

RADIUS

500.00'

100.00'

LINE/CHORD DIRECTION

N47° 27' 02.99"W

N25° 57' 55.53"W

N03° 30' 28.86"E

N66° 26' 43.17"W

N61° 36' 35.71"W

N33° 17' 30.27"W

N18° 38' 20.80"W

N25° 39' 18.52"E

START STATION

100+00.00

100+92.50

104+92.63

108+25.22

111+39.12

END STATION

100+92.50

102+45.51

106+97.35

110+61.81

113+06.78

ALIGNMENTS: ALGN_SOUTHFEEDERCREEK

NUMBER

LENGTH

290.03'

273.69'

36.51'

79.07'

221.70'

606.43'

193.81'

43.52'

64.65'

106.68'

RADIUS

800.00'

500.00'

200.00'

1000.00'

500.00'

LINE/CHORD DIRECTION

N22° 43' 28.03"W

N17° 25' 43.52"W

N47° 32' 58.48"E

N44° 35' 08.20"E

N59° 33' 12.07"E

N12° 20' 19.28"W

N01° 44' 50.26"W

N52° 46' 43.13"E

N42° 19' 13.82"E

N46° 51' 02.58"E

START STATION

0+00.00

11+70.15

13+63.96

14+43.99

15+87.71

END STATION

6+06.43

13+63.96

14+07.48

15+08.64

16+94.39

EG: 16.6

EG: 8.6

EG: 7.8

EG: 7.7

EG: 8.4

EG: 9.2

EG: 8.9

EG: 12.0

EG: 9.0

EG: 9.4

EG: 10.7

EG: 11.8

EG: 13.4

EG: 11.4

EG: 11.0

EG: 9.4

EG: 10.1

EG: 12.4

NORTHING: 783042.49

EASTING: 974737.13

NORTHING: 783714.55

EASTING: 973742.94

SCALE: 1" = 100'

100' 200'0'

S O

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S I T

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MATCH LINE- SEE SHEET C-101

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

C/E

RESTRICTED HEIGHT AREA

MARSH RESTORATION AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

SILT FENCE

LIMITS OF DISTURBANCE

EXISTING GRADE

ELEVATION (MLLW)

FUTURE GRADE

ELEVATION (MLLW)

FG: X.X

EG: X.X

TYPICAL FEEDER CREEK SECTION

STA. 0+00-19+16, 100+00-104+93, AND 110+62-113+07

N.T.S.

10' 10'

20'

ELEV. VARIES (0.0 TO 0.5 FT. MLLW)

EXCAVATION

REQUIRED EXCAVATION

SECTION

EXISTING GROUND

ELEVATION VARIES

TYPICAL FEEDER CREEK SECTION

WITH LIMITED FOOTPRINT

106+97-108+25

N.T.S.

10' 10'

20'

ELEV. VARIES (0.18 TO 0.23 FT. MLLW)

EXCAVATION

REQUIRED EXCAVATION

SECTION

EXISTING GROUND

ELEVATION VARIES

GENERAL MARSH RESTORATION EXCAVATION DETAIL

N.T.S.

ELEV. VARIES (7.6 +/-0.5 FT. MLLW)

REQUIRED EXCAVATION

EXISTING GROUND

ELEVATION VARIES

TIE TO EXISTING

MAX. TOLERANCE

MIN. TOLERANCE

TYPICAL FEEDER CREEK SECTION

TRANSITION TO/FROM LIMITED FOOTPRINT

STA. 104+93-106+97 AND 108+25-110+62

N.T.S.

10' 10'

20'

ELEV. VARIES

(0.09 TO 0.18 FT. MLLW, 0.23 TO 0.31 FT. MLLW)

EXCAVATION

REQUIRED EXCAVATION

SECTION

EXISTING GROUND

ELEVATION VARIES

SIDE SLOPE VARIES

FROM 3:1 TO 5:1

SIDE SLOPE VARIES

FROM 3:1 TO 5:1

ELEV. VARIES (7.6 +/-0.5 FT. MLLW)

CN301

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ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

B-1

B-2

B-3

B-4

1S3_7

1S3_6

1S3_3

1S3_4

1S3_5

N 783205.80

E 974055.20

N 782764.70

E 974244.50

N 782518.10

E 974463.20

CONTAMINATED SOIL-

DO NOT DISTURB

N 782508.90

E 974738.70

CONTAMINATED SOIL-

DO NOT DISTURB

N 782702.80

E 975154.20

N 782462.90

E 975002.20

S10

N 782237.80

E 974715.50

S11

N 782229.60

E 974916.80

S12

N 782026.00

E 974547.30

S13

N 781822.30

E 974594.80

S14

N 781516.30

E 974874.50

S15

CONTAMINATED SOIL-

DO NOT DISTURB

N 781805.90

E 975213.10

S16

CONTAMINATED SOIL-

DO NOT DISTURB

N 781992.50

E 974942.10

S17

N 782118.30

E 975109.60

S18

CONTAMINATED SOIL-

DO NOT DISTURB

N 782164.00

E 975450.50

S19

N 782530.10

E 975479.70

S20

N 782369.00

E 975224.10

WETLAND

BOUNDARY

DRY LAND

BREAK

POND "A"

CP^NAIL/WASHER

CP^NAIL

CP^H/T

CP^NAIL

RB W/CAP(F)

CP^NAIL

MONU^1S-1

MONU^1S-2

DILAPIDATED WOOD PIER

LIKE STRUCTURE

(APPROXIMATE LOCATION)

GEORGIA POWER

OVERHEAD ELECTRIC

TRANSMISSION LINES

(APPROXIMATE LOCATION)

(TYPICAL)

ELECTRIC TRANSMISSION

TOWER

RESTRICTED HEIGHT AREA - NO CRANE

BARGE, OR ANY EQUIPMENT WITH THE

ABILITY TO VIOLATE HEIGHT

RESTRICTION PERMITTED WITHIN 150'

S F

TIE INTO EXISTING CHANNEL

AT EL. 0.0 MLLW

SCALE: 1" = 100'

100' 200'0'

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B-101

B O

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P L I N

L O

C A

T I O

L A

MATCH LINE- SEE SHEET B-102

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

C/E

RESTRICTED HEIGHT AREA

MARSH RESTORATION AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

SILT FENCE

LIMITS OF DISTURBANCE

EXISTING GRADE

ELEVATION (MLLW)

FUTURE GRADE

ELEVATION (MLLW)

FG: X.X

EG: X.X

RIP RAP

ELECTRIC TRANSMISSION

TOWER

TREE LINE

(OPEN AREA)

B-5

B-6

B-7

1S3_3

1S3_2

1S3_1

1S3_4

N 784232.40

E 972867.70

N 784296.60

E 973350.20

N 783967.50

E 973498.70

N 783205.80

E 974055.20

FRESHWATER

WETLAND "B"

FRESHWATER

WETLAND "A"

POND "A"

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

CP^H/T

CP^NAIL

MONU^1S-2

MONU^1S-3

S F

TIE INTO EXISTING CHANNEL

AT EL. 0.0 MLLW

SCALE: 1" = 100'

100' 200'0'

S O

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L A

MATCH LINE- SEE SHEET B-101

NOTES:

1. VERTICAL DATUM: MEAN LOWER LOW WATER,

EPOCH 1983-2001.

2. HORIZONTAL DATUM: NORTH AMERICAN

OF 1983 STATE PLANE COORDINATES

STATE ZONE GA EAST 1001

3. AERIAL PHOTOGRAPHS MADE 2020

4. CONTOUR INTERVAL = 1 FT

5. SURVEY PERFORMED BY:

CORPS OF ENGINEERS

JEFFERY EDMONSTON AND PARTY

SAVANNAH DISTRICT

(912) 652-5802

EQUIPMENT USED:

SPECTRA PRECISION SP80 GPS AND GEOMAX

ZOOM 90 ROBOTIC TOTAL STATION

DATE OF SURVEY: 29 MAY 2020 - 15 JULY 2020

6. BENCHMARKS ARE LISTED IN SECTION 31 00 00

EARTHWORK OF THE SPECIFICATIONS.

WETLAND BOUNDARY

LEGEND

W W

OVERHEAD POWER LINE

EXISTING CONTOUR

PROPOSED CONTOUR

FEEDER CREEK ALIGNMENT

C/E

RESTRICTED HEIGHT AREA

MARSH RESTORATION AREA

BORING LOCATION

SAMPLE LOCATION

SURVEY MONUMENT

SILT FENCE

LIMITS OF DISTURBANCE

EXISTING GRADE

ELEVATION (MLLW)

FUTURE GRADE

ELEVATION (MLLW)

FG: X.X

EG: X.X

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DMCA 13A

RESTRICTED-

NO ANCHORAGE

(TYP)

DMCA 12A

620+00

630+00

P I

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A H

E R

N: 760795.1229

E: 1002713.1566

N: 761424.1781

E: 998978.6199

N: 760867.4300

E: 998744.2900

N: 760205.2842

E: 1002621.3132

-21

-24-24

-1

-19

-1

9-1

N: 760862.6504

E: 1002312.2637

N: 760275.3401

E: 1002211.1189

SEDIMENT BASIN DISPOSAL AREA

(FINALIZED LOCATION TO BE

COORDINATED WITH COR PRIOR TO PLACEMENT)

SCALE: 1" = 250'

250' 500'0'

S O

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T…

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