J O I N T P U B L I C N O T I C E CHARLESTON DISTRICT ... · REGULATORY DIVISION November 6, 2015 SAC# 2013-00058-DS . the destruction or adverse modification of designated or proposed

J O I N T P U B L I C N O T I C E

CHARLESTON DISTRICT CORPS OF ENGINEERS 69A Hagood Avenue

Charleston South Carolina 29403-5107 and

THE SC DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Office of Environmental Quality Control

Water Quality Certification and Wetlands Programs Section 2600 Bull Street

Columbia South Carolina 29201

REGULATORY DIVISION Refer to PN 2013-00058-DS November 6 2015

Pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403) Sections 401 and 404 of the Clean Water Act (33 USC 1341) and the SC Construction in Navigable Waters Permit Program (R 19-450 et seq 1976 SC Code of Laws as amended) an application has been submitted to the Department of the Army and the South Carolina Department of Health and Environmental Control by

South Carolina Department of Transportation PO Box 191 955 Park Street

Columbia South Carolina 29202

for a permit to place fill andor structures within several separate tributaries to construct a 34-mile long two-lane roadway on new alignment across

Hamilton Creek and tributaries to Hamilton Creek

at a location from the existing SC-153 and US-123 (Calhoun Memorial Highway) Interchange to a location on S-36 (Saluda Dam Road) in Pickens County (northern terminus 34845053˚N 82559452˚W and southern terminus 34828584˚N 82529731˚W)

In order to give all interested parties an opportunity to express their views

N O T I C E

is hereby given that written statements regarding the proposed work will be received by the Corps until

15 Days from the Date of this Notice

and SCDHEC will receive written statements regarding the proposed work until

30 Days from the Date of this Notice

from those interested in the activity and whose interests may be affected by the proposed work

REGULATORY DIVISION November 6 2015 SAC 2013-00058-DS

The proposed work consists of placement of fillstructures within waters of the US to construct a new two lane roadway on new alignment from a location from the existing SC-153 and US-123 Interchange to a location on S-36 (Saluda Dam Road) in Pickens County (northern terminus 34845053˚N 82559452˚W and southern terminus 34828584˚N 82529731˚W) In detail the proposed project will impact a total of 1315 linear feet of six separate streams from placement of fill andor structures for construction of the new segment of SC-153 roadway

The applicant has proposed to mitigate for impacts to wetlands andor waters of the United States by purchasing 706418 stream mitigation credits from Big Generostee Mitigation Bank According to the applicant the project purpose is to reduce congestion on US 123 and to improve mobility on the eastern side of the City of Easley SCDOT indicates that the existing traffic volumes on this routes is currently creating traffic congestion and that anticipated growth for this area will compound the congestion in the future

NOTE This public notice and associated plans are available on the Corpsrsquo website at httpwwwsacusacearmymilMissionsRegulatoryPublicNotices For those unable to access the website a copy of this notice and the associated plans will be provided upon receipt of a written request The request must identify the project of interest by public notice number and a self-addressed stamped envelope must also be provided for mailing the drawings to you Your request for drawings should be addressed to the

US Army Corps of Engineers ATTN REGULATORY DIVISION

69A Hagood Avenue Charleston South Carolina 29403-5107

The District Engineer has concluded that the discharges associated with this project both direct and indirect should be reviewed by the South Carolina Department of Health and Environmental Control in accordance with provisions of Section 401 of the Clean Water Act As such this notice constitutes a request on behalf of the applicant for certification that this project will comply with applicable effluent limitations and water quality This activity may also require evaluation for compliance with the S C Construction in Navigable Waters Permit Program State review permitting and certification is conducted by the S C Department of Health and Environmental Control The District Engineer will not process this application to a conclusion until such certifications are received The applicant is hereby advised that supplemental information may be required by the State to facilitate the review

This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act Implementation of the proposed project would impact freshwater habitat well inland of estuarine substrates and emergent wetlands utilized by various life stages of species comprising the shrimp and snapper-grouper management complexes Our initial determination is that the proposed action would not have a substantial individual or cumulative adverse impact on EFH or fisheries managed by the South Atlantic Fishery Management Council and the National Marine Fisheries Service (NMFS) Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the NMFS

Pursuant to the Section 7 of the Endangered Species Act of 1973 (as amended) the Corps has reviewed the project area examined all information provided by the applicant and the District Engineer has determined based on the most recently available information that the project will have no effect on any Federally endangered threatened or proposed species and will not result in


the destruction or adverse modification of designated or proposed critical habitat This public notice serves as a request to the US Fish and Wildlife Service and the National Marine Fisheries Service for any additional information they may have on whether any listed or proposed endangered or threatened species or designated or proposed critical habitat may be present in the area which would be affected by the activity

Pursuant to Section 106 of the National Historic Preservation Act (NHPA) this public notice also constitutes a request to Indian Tribes to notify the District Engineer of any historic properties of religious and cultural significance to them that may be affected by the proposed undertaking

In accordance with the NHPA the District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties or properties listed as being eligible for inclusion therein and initially determined that no historic properties nor properties eligible for inclusion in the National Register are present therefore there will be no effect on historic properties This public notices serves as a request for concurrence within 30 days from the SHPO (andor Tribal Historic Preservation Officer)

The District Engineerrsquos final eligibility and effect determination will be based upon coordination with the SHPO andor THPO as appropriate and required and with full consideration given to the proposed undertakingrsquos potential direct and indirect effects on historic properties within the Corps-identified permit area

Any person may request in writing within the comment period specified in this notice that a public hearing be held to consider this application Requests for a public hearing shall state with particularity the reasons for holding a public hearing

The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the activity on the public interest and will include application of the guidelines promulgated by the Administrator Environmental Protection Agency (EPA) under authority of Section 404(b) of the Clean Water Act That decision will reflect the national concern for both protection and utilization of important resources The benefit which reasonably may be expected to accrue from the project must be balanced against its reasonably foreseeable detriments All factors which may be relevant to the project will be considered including the cumulative effects thereof among those are conservation economics aesthetics general environmental concerns wetlands historic properties fish and wildlife values flood hazards flood plain values land use navigation shoreline erosion and accretion recreation water supply and conservation water quality energy needs safety food and fiber production and in general the needs and welfare of the people A permit will be granted unless the District Engineer determines that it would be contrary to the public interest In cases of conflicting property rights the Corps of Engineers cannot undertake to adjudicate rival claims

The Corps of Engineers is soliciting comments from the public Federal state and local agencies and officials Indian Tribes and other interested parties in order to consider and evaluate the impacts of this activity Any comments received will be considered by the Corps of Engineers to determine whether to issue modify condition or deny a permit for this project To make this decision comments are used to assess impacts on endangered species historic properties water quality general environmental effects and the other public interest factors listed above Comments are used in the preparation of an Environmental Assessment andor an Environmental Impact Statement pursuant to the National Environmental Policy Act Comments are also used to


determine the need for a public hearing and to determine the overall public interest of the activity

If there are any questions concerning this public notice please contact Stephen Brumagin at 803-253-3445

SHEET 4

N

NOTE I NAMED WATERS OF THE US CORRESPOND WITH NAMED WATERS IN THE PRELIMINARY JD SAC 2013-000SIH)S

NOTE All JURISDICTIONAL FEATURES WITHIN THE PROJECT CORRJDOR ARE SHOWN ON SHEETS 2-5 THERE ARE NO OTHER JURISDICTIONAL FEATURES IN THE PROJECT AND NO OTHER IMPACTS OTHER THAN THOSE SHOWN ON SHEETS 2-5

NOTE PROJECT BOUNDARY = JD BOUNDARY

NOT TD SCALE

Location of Project is Latitude 34832448 Longitude -82546228

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Civil Engineering Consulting Services Inc South Carolina Department of Transportation

SC 153 EXTENSION PICKENS COUNTY DATE SEPTEMBER 16 2015 USACE SAC 2013-00058--DS FILE NO 39039309

PICKENS COUNTY

SHEET 1 OF 14

KEY TO PLAN Vl2JV SHEETS

PLAN

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PROJECT BOUNDARY (

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SCDSI USACE SAC 2013--00058--DS~ STREAM PERMANENT FILL Civil Engineering PERMIT DRAWINGSFILE NO 39039309 Consulting Services Inc

PLAN VIEW

----

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II STREAM PERMANENT RIP RAP 167 LF SC 153 EXTENSION PICKENS COUN1Y)[ PICKENS COUNTYf28 STREAM PERMANENT PIPE 1172 LF)) DATE SEPTEMBER 16 2015 SHEET 3 OF 14scna1 USAGE SAC 2013-00058-DS881 STREAM PERMANENT FILL 1545 LFCivil Engineering South Corollna DePnrtmentofTrmspofUltlon PERMIT DRAWINGS Consulting Services Inc FILE NO 39039309

PLAN VIEW

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NOTE SEE CULVERT PROFILE SECTIONS FOR

SC 153

PROJECT BOUNDARY

TRIBUTARY 4 FLOWS WILL BE DIRECTED TO THE NEWLY CONSlRUCTED DITCH AT THE TOE OF THE SIOPE THE DITCH WILL CONNECT TO THE NEW 3amp PIPE NEAR CROSS SECTION 7

PROJECT BOUNDARY

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LETTERS N-S IN

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SC 153 EXTENSION PICKENS COUNTY DATE OCTOBER 30 2015 USAGE SAOft 2013-00058-DS FILE NO 39039309

PICKENS COUNTY

SHEET 4 OF 14 PERMIT DRAWINGS

PLAN VIEW

PLAN

PROJECT BOUNDARY

NOTE ON THIS PAGE UNLESS OTHERWISE SPECIFIED CONSTRUCTION ACCESS IN JURISDICTIONAL AREAS WILL BE OBTAINED

pRPW 6 [HAMILTON CREEK)

82

82

BY THE USE OF ELEVATED WORK PLATFORMS PROJECT BOUNDARY BARGES MATS OR OTHER BMPS AS BRIDGE CONSTRUCTION ACCESS (BCAl

WITHIN WATERS OF THE US 007 ACRES) NECESSARY NO ADDmONAL FILL OR GRUBBING WILL BE ASSOCIATED WITH CONSTRUCTION ACCESS IN JURISDICTIONAL AREAS NO FILL STRUCTURES OR MATERIALS WILL BE PLACED BELOW THE ORDINARY HlGH WATER MARK

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SC 153 EXTENSION PICKENS COUN1Y DATE OCTOBER 30 2015 USACE SAC 2013-00058-DS FILE NO 39039309

PICKENS COUNTY

SHEET 5 OF 14

PERMIT DRAWINGS PLAN VIEW

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Ill STREAM PERMANENT RIP RAP SC 153 EXTENSION PICKENS COUNTY PICKENS COUNTY~ STREAM PERMANENT PIPE][ DATE SEPTEMBER 16 2015 SHEET 6 OF 14

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SC 153 EXTENSION PICKENS COUNTY DATE SEPTEMBER 16 2015 USAGE SAC 2013-00058-DS FILE NO 39039309

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PICKENS COUNTY

SHEET 7 OF 14

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SC 153 EXTENSION PICKENS COUN1Y DATE SEPTEMBER 16 2015 USAGE SAC 2013-00058-DS FILE NO 39039309

PICKENS COUNTY

SHEET 8 OF 14


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PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

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FILE NO 39039309 Consulting Services Inc CROSS SECTIONS

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SC 153 EXTENSION PICKENS COUNTY DATE SEPTEMBER 16 2015 USACE SAC 2013-00058-DS FILE NO 39039309

PICKENS COUNTY

SHEET 13 OF 14

BRIDGE PLAN AND PROFILE

Description 1 Stream Permanent Rip Rap

2 Piped Stream

3 Stream Permanent Fill


Sheet2 Sheet 3 Sheet 4 Sheet 5 25 LF

1858 LF

167 LF

1172 LF

1545 LF

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30 LF

5763 LF

2092 LF


SClOi South Garolina Department of Transportation


Total 717 LF

8793 LF

3637 LF

TOTAL IMPACTS 13147 LF

PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY


The proposed work consists of placement of fillstructures within waters of the US to construct a new two lane roadway on new alignment from a location from the existing SC-153 and US-123 Interchange to a location on S-36 (Saluda Dam Road) in Pickens County (northern terminus 34845053˚N 82559452˚W and southern terminus 34828584˚N 82529731˚W) In detail the proposed project will impact a total of 1315 linear feet of six separate streams from placement of fill andor structures for construction of the new segment of SC-153 roadway

The applicant has proposed to mitigate for impacts to wetlands andor waters of the United States by purchasing 706418 stream mitigation credits from Big Generostee Mitigation Bank According to the applicant the project purpose is to reduce congestion on US 123 and to improve mobility on the eastern side of the City of Easley SCDOT indicates that the existing traffic volumes on this routes is currently creating traffic congestion and that anticipated growth for this area will compound the congestion in the future

NOTE This public notice and associated plans are available on the Corpsrsquo website at httpwwwsacusacearmymilMissionsRegulatoryPublicNotices For those unable to access the website a copy of this notice and the associated plans will be provided upon receipt of a written request The request must identify the project of interest by public notice number and a self-addressed stamped envelope must also be provided for mailing the drawings to you Your request for drawings should be addressed to the

US Army Corps of Engineers ATTN REGULATORY DIVISION

69A Hagood Avenue Charleston South Carolina 29403-5107

The District Engineer has concluded that the discharges associated with this project both direct and indirect should be reviewed by the South Carolina Department of Health and Environmental Control in accordance with provisions of Section 401 of the Clean Water Act As such this notice constitutes a request on behalf of the applicant for certification that this project will comply with applicable effluent limitations and water quality This activity may also require evaluation for compliance with the S C Construction in Navigable Waters Permit Program State review permitting and certification is conducted by the S C Department of Health and Environmental Control The District Engineer will not process this application to a conclusion until such certifications are received The applicant is hereby advised that supplemental information may be required by the State to facilitate the review

This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act Implementation of the proposed project would impact freshwater habitat well inland of estuarine substrates and emergent wetlands utilized by various life stages of species comprising the shrimp and snapper-grouper management complexes Our initial determination is that the proposed action would not have a substantial individual or cumulative adverse impact on EFH or fisheries managed by the South Atlantic Fishery Management Council and the National Marine Fisheries Service (NMFS) Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the NMFS

Pursuant to the Section 7 of the Endangered Species Act of 1973 (as amended) the Corps has reviewed the project area examined all information provided by the applicant and the District Engineer has determined based on the most recently available information that the project will have no effect on any Federally endangered threatened or proposed species and will not result in












SHEET 4

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NOT TD SCALE


[ )[



PICKENS COUNTY

SHEET 1 OF 14


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PROJECT BOUNDARY


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SHEET 7 OF 14



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PICKENS COUNTY

SHEET 8 OF 14


955


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PICKENS COUNTY


955



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SHEET 10 OF 14


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SECTION 81-81 STA 489+7300

PROPOSED GRADE

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PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


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~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY












SHEET 4

N




NOT TD SCALE


[ )[



PICKENS COUNTY

SHEET 1 OF 14


PLAN

f N

J I



PROJECT BOUNDARY (

I sRPW TRIBUTARY11

PIPE 458 F





I



)


PLAN VIEW

----

PLAN

IN



~L-~~_L_~~__j__liQ_jfil___L_~~__L~-r---~

tt=====~=========-~~~____-t~~~~~-----0

+ 0 0





167 LF



PLAN VIEW

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY




SHEET 4

N




NOT TD SCALE


[ )[



PICKENS COUNTY

SHEET 1 OF 14


PLAN

f N

J I



PROJECT BOUNDARY (

I sRPW TRIBUTARY11

PIPE 458 F





I



)


PLAN VIEW

----

PLAN

IN



~L-~~_L_~~__j__liQ_jfil___L_~~__L~-r---~

tt=====~=========-~~~____-t~~~~~-----0

+ 0 0





167 LF



PLAN VIEW

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

SHEET 4

N




NOT TD SCALE


[ )[



PICKENS COUNTY

SHEET 1 OF 14


PLAN

f N

J I



PROJECT BOUNDARY (

I sRPW TRIBUTARY11

PIPE 458 F





I



)


PLAN VIEW

----

PLAN

IN



~L-~~_L_~~__j__liQ_jfil___L_~~__L~-r---~

tt=====~=========-~~~____-t~~~~~-----0

+ 0 0





167 LF



PLAN VIEW

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

PLAN

f N

J I



PROJECT BOUNDARY (

I sRPW TRIBUTARY11

PIPE 458 F





I



)


PLAN VIEW

----

PLAN

IN



~L-~~_L_~~__j__liQ_jfil___L_~~__L~-r---~

tt=====~=========-~~~____-t~~~~~-----0

+ 0 0





167 LF



PLAN VIEW

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

----

PLAN

IN



~L-~~_L_~~__j__liQ_jfil___L_~~__L~-r---~

tt=====~=========-~~~____-t~~~~~-----0

+ 0 0





167 LF



PLAN VIEW

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

PLAN


SC 153

PROJECT BOUNDARY


PROJECT BOUNDARY



e~rN~~~~~~~~~~~-i~ 15 LF

LETTERS N-S IN


FLOW



15 LF






30 LF

5763 LF

2092 LF


PICKENS COUNTY


PLAN VIEW

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

PLAN

PROJECT BOUNDARY



82

82




ICi2J li)_j






PICKENS COUNTY

SHEET 5 OF 14




gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY



gs0

FLOW

g71ZJ -----------~~

----------

----------============I== 18 shy







l NRCPIPE

gQ

EtEtbull9Tl5l

a 25 25 a 2525


]


---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

---------------------

EXISTING GROUND

955

25

)[ )) SCDSI


) DROP INLET

g70 reg FLOW 1

1---_-__-_-__-_-_-__-_-__------=-=-- -- - - - - - - - - -- - - - - - - - - - -- shyreg

g51 ------ shy75 shy



NP-352




95 9lt0

0 25




EXISTING GROUND

25 0


RIP RAP

25

PICKENS COUNTY

SHEET 7 OF 14



DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY


DROP INLET

0 regFLOW RIP RAP

957




NP-453




0

m ~

$ 945

25 0 25 25 0 25

)[) ))


SCDai bull STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP

PERMANENT PIPE

PERMANENT FILL


PICKENS COUNTY

SHEET 8 OF 14


955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

955


FLOW

RIP RAP

-----

234 shy36 RC PIPE




EXISTING GROUND

EXISTING GROUND

ZS 0 ZS






PICKENS COUNTY


955



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY



FLOW 942

937

24 RC PIPE0 bull 00 0 48 NP-1002

DROP INLETreg

RIP RAP948 944

FLOW -------------------------------------------------- shy939 ------------------------------------------------------------~~

934


42 RC PIPE 168 shy

42 RC PIPE NP-1001 NP-1000


15 x 42 RC PIPE

EXISTING GROUND

935

25

)[) )] SCDSI



EXISTING

93 935

0 25




168 x 42 RC PIPE

GROUND

25 0


1+87

25

PICKENS COUN1Y

SHEET 10 OF 14


--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

--




GRADE


- 0a

- 975975~

- 955955 shy

I 100 75 50 25 25 50 75 100

STA 465+0000



980- ~ - 980 0 0 c

lt_7 CD --c

-


~I-------- shy945- - 945pRPW 4

100 75 50 25 a 25 50 75 100


FOR SHEET 4

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

-------

---------


ltt 0

955 - 2 i

Jll

940 shy --------0

925 shy

910 shy

150 125

960 shy


ltt 935 - 0

2 i 0 Ill

- 0a 0

910 shy

150 125

)[

100


SECTION 81-81 STA 489+7300

PROPOSED GRADE

7shy

----~

I 75 50 25 0 25

STA 493+1700

PROPOSED GRADE

gt

---~~-------

75 50 25 25




lt7

50 75 100

lt-1

50 75 100


- 955

ti 0 - 9400 -Ol 0 c 2 - 925 tgtshyc 0- ---- -lt

- 910

125 150

-960

ti 0 0 - -935 Ol 0 c 2 c )gt 0 -lt

- 910

I 125 150

PICKENS COUNTY

SHEET 12 OF 14

BRIDGE ABUTMENTS

100


--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

--


c

~i c ITT~~)noo

~ ~ =gtmiddot_

00 ~ -i-

oi = gtIf

ltI-= c lt T

MASW 4B9+90 10 Lt-~

N 31bull so o_ W

-~ ~

- To Rd S-35shy -- + ~ -=-----shy-~

N bull 15 t J

t l ltgt

I middot- J 7

~ D


-========-0

490 ~ c e_ __ c L_ - - - --

0

~ - - -L--+ ~- 492 489 lo us-123 sect 0 - -L-_

J ~ -



0 7 ---~ ~ - ~Bent 4--- - - - - - - I --

I End of BrI







~ 0

-middot~~ c8 - 0

~

SM~ v

~1 v

0~ cO 0

- ~~ D ~~ ~

i N~ 0 0


~

0 0

agt w w 0 n

~Q n~ ~ ~~ ~ v lll

Sleeper Slob ~ io ~

~ I

~~ ~ ~ ~c

v

~w

~~ ~

t w ~ o ~

FlL F ~it w







reg 4)

980980

960960

Sleeper Slob 940940

H Piles 920920

900900


)~ )[)



II STREAM

~ STREAM

~ STREAM

PERMANENT RIP RAP



PICKENS COUNTY

SHEET 13 OF 14



2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY


2 Piped Stream




1858 LF

167 LF

1172 LF

1545 LF

)~ ))

30 LF

5763 LF

2092 LF




Total 717 LF

8793 LF

3637 LF


PICKENS COUN1Y

SHEET 14 OF 14

IMPACT SUMMARY

Documents

J O I N T P U B L I C N O T I C E CHARLESTON DISTRICT ... · REGULATORY DIVISION November 6, 2015 SAC# 2013-00058-DS . the destruction or adverse modification of designated or proposed