reply to altenl10n of: l 60ct '15 · 26/10/2015 · project : terminus. the syc : is located...

DEPARTMENT OF THE ARMY SAVANMMI DISTRICT CORPS OF ENGINEERS

100 W OGLETHORPE AVENUE SAVANNAH GEORGIA 31401-3640

REPLY TO

l 60CT 15AlTENl10N OF

Regulatory Divislon SAS-2005-00988

JOINT PUBLIC NOTICE Savannah DistrictState of Georgia

The Savannah District has received an application for a Department of the Army Permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403) and Section 404 of the Clean Water Act (33 USC 1344) as follows

Application Number SAS-2005-00988

Applicant Mr Rhett Robicheaux General Manager Savannah Yacht Club 730 Bradley Point Road Savannah Georgia 31410

Agent Mr Stuart Sligh Sligh Environmental Consultants Inc 31 Park of Commerce Way Suite 2008 Savannah Georgia 31405

Location of Proposed Work The 1215 acre project area contains portions of the Willmington River Longfield Creek and Tom Thumb Creek The southern terminus of the permit area is located at the existing Savannah Yacht Club (SYC dock structure on the Wilmington River extending approximately 02 miles southeast of the confluence with Longfield Creek From this confluence the permit area a fso extends approximately 04 miles upstream on Longfield Creek to the outlet of Tom Thumb Creek The permit area then continues upstream on Torn Thumb Creek approximately 1 mile to the northern project terminus The SYC is located at the end of Bradley Point Road Wilmington Island Chatham County Georgia 31410 (Latitude 320223 Longitude -810164)

Description ofWork Subject to the Jurisdiction of the US Army Corps of Engineers The SYC has requested Department of the Army authorization to dredge approximately 56900 cubic yards of accumulated sediment from navigable waters of the United States (Je the Wilmington River Longfield Creek and Tom Thumb Creek) Spedfically 900 cubic yards of sediment would be removed from the Wilmington River 43000 cubic yards of sediment from Longfield Creek and 13000 cubic yards of sediment from Tom

Thumb Creek The target bottom elevations for the Wilmington River and Longfield Creek would be -12 mean low water (MLW) While the1arget bottom elevation for Tom Thumb Creek would be -8 mean low water (MLW) All dredge material would be removed via the use of an 8-inch hydraulic cutterhead dredge and disposed of (via pumping through a pipe) onto SYCs existing dredge confined disposal facility (CDF) The SYCs can currently accommodate a total of 109000 cubic yards of dredge material Based on the above capacity there will be 27100 cubic yards left for accommodation of dredge sediment once all proposed work is complete Dredge pipe placement would be along the east bank at water surface of Longfield Creek and Tom Thumb Creek However at the confluence of both Tom Thumb Creek with Longfield Creek and Longfield Creek with the Wilmington River the dredge pipe would be submerged The CDF is located on the eastern side of Longfield Creek across from the SYC in Chatham County Georgia Effluent from the CDF would be discharged into Longfield Creek

In addition SYC has also proposed to annually dredge 5000 cubic yards of sediment for the next 5 years in the Wilmington River Longfield Creek and Torn Thumb Creek combined AJI annual dredging would occur within the permit area as descrtbed above Dredge material would also be placed in the CDF owned by SYC

BACKGROUND

The proposed work was previously authorized under two different DA Savannah District permits 200403800 and 200500988 DA permit 200403800 a1thorized previous dredging of 47000 cubic yards of sediment from 1800 linear feet of Longfield Creek and 2800 linear feet of Tom Thumb Creek DA permit 200500988 authorized the removal of 12705 cubic yards of sediment from the 4 acre southern portion of the SYC dock structure on Wilmington River The SYC CDF was also used as the CDF for the above two DA permits

The subject project would likely result in the discharge of effluent that could affect Longfield Creek and the Wilmington River This discharge requires Georgia Water Quality Certification (WQC) pursuant to Section 401 of the Clean Water Act (CWA)

On July 30 2015 the applicant sampled and tested the sediments to be dredged in the Wilmington River Longfierd Creek and Tom Thumb Creek in accordance with the US Army Corps of Engineers Evaluation of Dredged Material Proposed for Dischage in the Waters of the US - Inland Testing Manual On September 301 2015 the applicants agent Sligh Environmental Consultants Inc submitted a report prepared by Terracon Consultants Inc entitled Tier I sediment Evaluation Report Savannah Yacht Club The Terracon report states that laboratory grain size distribution results indicate the sample classifications vary from silt to sandy silt and 11 No sources of possible

2

contamination or any contaminants of concern were identified therefore Terracon does not consider the proposed dredge material to be a possible carrier of contaminantshraquo

This Joint Public Notice announces a request for authorizations from both the US Army Corps of Engineers and the State of Georgia The applicants proposed work may also require local governmental approval

STATE OF GEORGIA

Water Qualitv Certification The Georgia Department of Natural Resources Environmental Protection Division intends to certify this project at the end of 30 days in accordance with the provisions of Section 401 of the Clean Water Act which is required for a Federal Permit to conduct activity in on or adjacent to the wat~rs of the State of Georgia Copies of the application and supporting documents relative to a specific application will be available for review and copying at the office of the Georgia Department of Natural Resources Environmental Protection Division Watershed Protection Branch 2 MLK Jr Drive Suite 418 Atlanta Georgia 30334 during regular office hours A copier machine is available for public use at a charge of 1 Ocents per page All coastal projects are filed at our Brunswick office and will need to be requested from Mr Bradley Smith at BradleySmithdnrgagov Any person who desires to comment object or request a public hearing relative to State Water Quality Certification must do so within 30 days of the States receipt of application in writing and state the reasons or basis of objections or request for a hearing The application can be reviewed in the Savannah District US Army Corps of Engineers Regulatory Division 100 W Oglethorpe Avenue Savannah Georgia 31401-3640

State-owned Property and Resources The applicant may also require assent from the State of Georgia which may be in the form of a license easement lease permit or other appropriate instrument

Marshland Protection This notice also serves as notification of a request to alter coastal marshlands (under the provision of the Coastal Marshlands Protection Act Georgia Laws 1970 p 939 and as amended) if required Comments concerning this action should be submitted to the Ecological Services Section Coastal Resources Division Georgia Department of Natural Resources 1 Conservation Vlay Brunswick Georgia 31523-8600 (Telephone 912-264-7218)

Georgia Coastal Management Program Prior to the Savannah District Corps of Engineers making a final permit decision on this application the project must be certified by the Georgia Department of Natural Resources Coastal Resources Division to be consistent with applicable provisions of the State of Georgia Coastal Management Program (15 CFR 930) Anyone wishing to comment on Coastal Management Program certification of this project should submit comments in writing within 30 days of the date of this notice to the Federal Consistency Coordinator Ecological Services Section

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Coastal Resources Division Georgia Department of Natural Resources One Conservation Way Brunswick Georgia 31523-8600 (Telephone 912-264-7218)

US ARMY CORPS OF ENGINEERS

The Savannah District must consider the purpose and the impacts of the applicants proposed work prior to a decision on issuance of a Department of the Army Permit

Cultural Resources Assessment Review of the latest published version of the National Register of Historic Places indicates that no registered properties or properties listed as eligible for inclusion are located at the site or in the area affected by the proposed work Presently unknown archaeological scientific prehistorical or historical data may be located at the site and could be affected by the proposed work

Essential Fish Habitat (EFH) This notice initiates the EFH consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act The applicants proposal would result in the destruction or alteration of approximately middot121 5 acres of EFH utilized by various life stages of species comprising the red drum shrimp bluefish or snapper grouper management complexes_ Our initial determinatior is that the proposed action would not have an individual or cumulatively substantial adverse impact on EFH or federally managed fisheries in the Atlantic Ocean Our final detennination relative to project impacts to EFH and the need for mitigation measures are subject to review by and coordination with the NMFS and the South Atlantic Fisheries Management Council

Endangered Species The project area is specific to the proposed dredging area There will be no effect on any listed endangered species for the project area With the exception of the West Indian Manatee (Trichechus manatus) which are being considered with respect to the proposed project This species is known to inhabit Georgias coastal waters and estuaries S1nce the proposed project is hydraulic dredging in an estuarine environment the US Army Corps of Engineers would include Standard Manatee Conditions and Procedures for Aquatic Construction1

as special conditions of any permit that would be issued by this office With these conditions included the Corps has determined that the project may affect but is not likely to adversely affect the West Indian Manatee

Pursuant to Section 7(c) of the Endangered Species Act of 1973_ as amended (16 USC 1531 et seq) we request information from the US Department of the Interior Fish and Wildlife Service the US Department of Commerce the National Oceanic and Atmospheric Administration and the National Marine Fisheries Service or any other interested party on whether any species listed or proposed for listing may be present in the area

4

Public Interest Review The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest 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 proposal must be balanced against its reasonably oreseeable detriments All factors which may be relevant to the proposal 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 recreationi water supply and conservation water quality energy needs safety food and fiber production mineral needs considerations of property ownership and in general the needs and welfare of the people

Consideration of Public Comments The US Army Corps of Engineers is soliciting comments from the public federal state and local agencies and officials Native American Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity Any comments received will be considered by the US Army Corps of Engineers to determine whether to issue modify condition or deny a permit for this proposal 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 proposed activity

Application of Section 404(b)(1) Guidelitnes The proposed activity involves the discharge of dredged or fill material into the waters of the United States The Savannah Districts evaluation of the impact of the activity on the public interest will include application of the guidelines promulgated by the Administrator Environmental Protection Agency under the authority of Section 404(b) of the Clean Water Act

PublicHearing Any person may request in writing within the comment period specified in this notice that a public hearing be held to consider this application for a Department of the Army Permit Requests for public hearings shall state with particularity the reasons for requesting a public hearing The decision whether to hold a public hearing is at the discretion of the District Engineer or his designated appointee based on the need for additional substantial information necessary in evaluating the proposed project

5

Comment Period Anyone wishing to comment on this application for a Department of the Army Permit should submit comments in writing to the Commander US Army Corps of Engineers Savannah District Attention Amy E Jensen 100 W Oglethorpe Avenue Savannah Georgia 31401-3640 no later than 15 days from the date of this notice Please refer to the applicanfs name and the application number in your comments

If you have any further questions concerning this matter please contact Ms Amy E Jensen Regulatory Specialist~ Coastal Branch at 912-652-5651

Encls 1 Savannah Yacht Club Proposed Maintenance Dredging 2 Dredging Plan -Wilmington River (1 page) 3 Dredging Plan - Longfield Creek (3 pages) 4 Dredging Plan - Tom Thumb Creek (4 pages) 5 Dredging Sections-Wilmington River or Existing Marina (3 pages) 6 Dredging Sections - Longfield Creek (2 pages) 7 Dredging Sections - Tom Thumb Creek (7 pages) 8 Disposal Area - (3 pages)

6

-- --

~ Existing Spoil Area Proposed Dredge Area

700 Prepared By I JFeet

Savannah Yacht Club sligh environmental constilants Inc 31 Park ofCommerceWq Suim lOltB Proposed Maintenance Dredging Exhllit DateApn19 2015

Savamal Geocgia 31405 phone(912) 232-0451 Chatham County Georgia Cgttawn By BlllW fax (912) 232-0453

Reviewed By SFS

Jo~ Number 01-14-085

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-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20

DREDGE SECTIONS -TOM THUMB CREEK PROfgtOSED ACTIVITY

HYDRAULIC MAINT DREDGING OF EXIST MARINA CLIENT SO P~or Commerce Wav SAVANNAH YACHT CLUB Savannah GA 3 l 405 bull 9122345300

LOCATION CHAlHAM COUNYGEORGIA DATE MAR 23 2014 SHER P19 wwwlhomosondhuttoncom

SCALE 1 = 100JOB NUMBER J- 25251

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WIDE CHANNEL TO DEPTH OF -8 MLW W 31 SIDESLOPES _

0 20 -150 -iOO -50 0 50 100 150

-20


VERT 1 = 20


HYDRAULIC MAINT DREDGING OF EXIST MARINA CLIENT 50 Perk of Commerce Woy SAVANNAH YACHT C LUB SavonnahGA31405 bull 9122345300

LOCATION CHATHAM COUNTYGEORQA DATE MAR_ 23 2014 SHEET~ P20 _ lOO wwwlhomosondhllttoncom JOB NUMBER J - 25251 SCALE 1 shy

1

s

YACHT CLUB

DISPOSAL AREA PROPOSED ACTIVITY HYDRAULIC MAINT DREDGING Of EXIST MARINA CLIENT

SAVANAH YACHT CLUB LOCATION CHATHAM COUNTY GEORGIA DATE MAR 23 2015 SHEET P2l _

SCALE l - 200JOS NUMBER J bull 25251

rFI THOMAS amp HUTTON B1CJnee~ I ~ I f1aMrlg I GIS I ComAlrg

SO Potlc of Commtlfce Wav Sovonnoh GA 31405 bull 9122345300


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HYDRAULIC MAINT DREDGING OF EXIST MARINA CUENT SO Pale of Commerce WCI

SOlomoh GA 31405 bull 9122345300 SAVANAH YACHT CLUB LOCATION CHATHAM COUNTY GEORGIA DATE MAR 232015 SHEET P22 wwwlhomasClldllultolcom

SCALE 1 = 100JOB NUMBER J bull 2525 1

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DISPOSAL AREA PROPOSED ACTIVITY

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SAVANAH YACHT CLUB LOCATION CHATHAM COUNTY GEORGIA DATE MAR 23 2015 SHEET P23 JOB NUMBER J- 25251 SCALE 1 = 100

=rFI THOMAS amp HUTTON ~lIOClmg I~ I fkMnQ I Gl5 I ~

so Porlc ofCommerce Way Sovonnah GA 31405 bull 9122345300

wwwthomosondhtgtttoncom

Thumb Creek The target bottom elevations for the Wilmington River and Longfield Creek would be -12 mean low water (MLW) While the1arget bottom elevation for Tom Thumb Creek would be -8 mean low water (MLW) All dredge material would be removed via the use of an 8-inch hydraulic cutterhead dredge and disposed of (via pumping through a pipe) onto SYCs existing dredge confined disposal facility (CDF) The SYCs can currently accommodate a total of 109000 cubic yards of dredge material Based on the above capacity there will be 27100 cubic yards left for accommodation of dredge sediment once all proposed work is complete Dredge pipe placement would be along the east bank at water surface of Longfield Creek and Tom Thumb Creek However at the confluence of both Tom Thumb Creek with Longfield Creek and Longfield Creek with the Wilmington River the dredge pipe would be submerged The CDF is located on the eastern side of Longfield Creek across from the SYC in Chatham County Georgia Effluent from the CDF would be discharged into Longfield Creek

In addition SYC has also proposed to annually dredge 5000 cubic yards of sediment for the next 5 years in the Wilmington River Longfield Creek and Torn Thumb Creek combined AJI annual dredging would occur within the permit area as descrtbed above Dredge material would also be placed in the CDF owned by SYC

BACKGROUND

The proposed work was previously authorized under two different DA Savannah District permits 200403800 and 200500988 DA permit 200403800 a1thorized previous dredging of 47000 cubic yards of sediment from 1800 linear feet of Longfield Creek and 2800 linear feet of Tom Thumb Creek DA permit 200500988 authorized the removal of 12705 cubic yards of sediment from the 4 acre southern portion of the SYC dock structure on Wilmington River The SYC CDF was also used as the CDF for the above two DA permits

The subject project would likely result in the discharge of effluent that could affect Longfield Creek and the Wilmington River This discharge requires Georgia Water Quality Certification (WQC) pursuant to Section 401 of the Clean Water Act (CWA)

On July 30 2015 the applicant sampled and tested the sediments to be dredged in the Wilmington River Longfierd Creek and Tom Thumb Creek in accordance with the US Army Corps of Engineers Evaluation of Dredged Material Proposed for Dischage in the Waters of the US - Inland Testing Manual On September 301 2015 the applicants agent Sligh Environmental Consultants Inc submitted a report prepared by Terracon Consultants Inc entitled Tier I sediment Evaluation Report Savannah Yacht Club The Terracon report states that laboratory grain size distribution results indicate the sample classifications vary from silt to sandy silt and 11 No sources of possible

2



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20~---------------- 20

10 -10--shy I -shy - shyo - i I ~ ___o

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20-----shy ---------------- 2 0

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20~~--~---~----~~--~------~---20

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- - 10

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ST A 42+0015 SCALE HORZ 1 = 100

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I ~ I ~-J4-t--


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-30 L-~~~~~--~~--~~~~ -30

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20--~~------~---------------------1 ~~20

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-30 L-~~~~~--~~--~~~~ -30

-150 -100 -so 0 50


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100 150






20--~~------~---------------------1 ~~20

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0

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100 150






20--~~------~---------------------1 ~~20

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-30 L-~~~~~--~~--~~~~ -30

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100 150






20--~~------~---------------------1 ~~20

10 shy II

f ---shy I 0


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20 I

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VERT 1 = 20

----- --~ 2 0

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1 W 31 SIDESLOPES

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VERT 1 = 20







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VERT 1 = 20

20----r---r----------- 20

10

0

-10

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VERT 1 bull = 20





bullI

20-----shy ---------------- 2 0

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VERT 1 = 20

20 --~--~l~ ~--~--~--~~20

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VERT 1 = 20






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0

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VERT 1 = 20





20~~--~---~----~~--~------~---20

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0

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VERT 1 = 20

- - 10

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VERT l = 20






20 20

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ST A 42+0015 SCALE HORZ 1 = 100

VERT 1 = 20


I ~ I ~-J4-t--


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-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20





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-2 0 I 20 -150 -100 -50 0 50 100 150


VERT 1 = 20

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1




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VERT I = 20

20 20

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-200 -15 0 - 100 50 0 50 100 150 200


VERT 1 = 20




r

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VERT 1~ = 20

20~---------------- 20

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l l W 31 SIDESLOPES

-30 L-~~~~~--~~--~~~~ -30

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VERT 1~ = 20

100 150






20--~~------~---------------------1 ~~20

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f ---shy I 0


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VERT 1 = 20

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VERT 1 = 20







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VERT 1 = 20

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10

0

-10

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VERT 1 bull = 20





bullI

20-----shy ---------------- 2 0

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-20 -20 -150 - 100 -50 0 50 100 150


VERT 1 = 20

20 --~--~l~ ~--~--~--~~20

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VERT 1 = 20






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0

-10

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10

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VERT 1 = 20





20~~--~---~----~~--~------~---20

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0

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VERT 1 = 20

- - 10

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20 --~---~---~-~~----~l~----

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0

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VERT l = 20






20 20

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ST A 42+0015 SCALE HORZ 1 = 100

VERT 1 = 20


I ~ I ~-J4-t--


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-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20





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-2 0 I 20 -150 -100 -50 0 50 100 150


VERT 1 = 20

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1




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VERT 1 = 20




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VERT I = 20

20 20

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VERT 1 = 20




r

20 --~--~~~-r~~--~--~--- zo


0 - l -1-~r~f--+--10

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-30--~---~~~~~~~~~~~-30

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VERT 1~ = 20

20~---------------- 20

10 -10--shy I -shy - shyo - i I ~ ___o

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l l W 31 SIDESLOPES

-30 L-~~~~~--~~--~~~~ -30

-150 -100 -so 0 50


VERT 1~ = 20

100 150






20--~~------~---------------------1 ~~20

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f ---shy I 0


I I iI l I -10 __




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20 I

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VERT 1 = 20

----- --~ 2 0

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-150 -100 -50 0 50 100 150


VERT 1 = 20







10 1-shy -t -----shy- 10

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W 3 1 SIDESLOPESIl -30------------~-~-___-~-3o

-15 0 -IOO -50 0 50 100 150


VERT 1 = 20

20----r---r----------- 20

10

0

-10

-20

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-20 -150 -100 -5o o 50 too 1so


VERT 1 bull = 20





bullI

20-----shy ---------------- 2 0

10middot--~r I 10

0 l -~- ~oi_ lt-J_11 i


-20 -20 -150 - 100 -50 0 50 100 150


VERT 1 = 20

20 --~--~l~ ~--~--~--~~20

10 -r---+---+--shy 110

0 I J J

0 --~-- kd shy



-20L--~~~---~---~--~---~--20

-1 50 -100 -50 0 50 100 150


VERT 1 = 20






20~~~-~-~----~-~20

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10

0

-10

-20--~~~----------~---~-20middot - 150 - 100 -50 0 50 100 150


VERT l = 20

10

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-201-----~------~~--~--~--20

-150 -100 -50 0 50 100 150


VERT 1 = 20





20~~--~---~----~~--~------~---20

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0

-10

-20


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i

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VERT 1 = 20

- - 10

-20 150

20 --~---~---~-~~----~l~----

l shyl---l-- +-11___ --1---1---11010 l

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0

- 10

-20

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VERT l = 20






20 20

10 10

0

-10-10

-20 - 150 -100 -50 0 50

ST A 42+0015 SCALE HORZ 1 = 100

VERT 1 = 20


I ~ I ~-J4-t--


WIDE CHANNEL TO

0 __


----------~-~--~---20 100 150

20 -----shy --------------20

10 --~-middot--+- - 10

01shy -1-- ___ r-_1 -- shy 0



-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20





___

20 -~--~~l~~-~~~~--~ 20

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-2 0 I 20 -150 -100 -50 0 50 100 150


VERT 1 = 20

2 0 ----- ----- ------------- 2 0 [ I I i i If l

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1




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VERT 1 = 20




1

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0

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VERT I = 20

20 20

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-200 -15 0 - 100 50 0 50 100 150 200


VERT 1 = 20




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20 --~--~~~-r~~--~--~--- zo


0 - l -1-~r~f--+--10

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VERT 1~ = 20

20~---------------- 20

10 -10--shy I -shy - shyo - i I ~ ___o

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l l W 31 SIDESLOPES

-30 L-~~~~~--~~--~~~~ -30

-150 -100 -so 0 50


VERT 1~ = 20

100 150






20--~~------~---------------------1 ~~20

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f ---shy I 0


I I iI l I -10 __




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20 I

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VERT 1 = 20

----- --~ 2 0

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VERT 1 = 20







10 1-shy -t -----shy- 10

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-15 0 -IOO -50 0 50 100 150


VERT 1 = 20

20----r---r----------- 20

10

0

-10

-20

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-20 -150 -100 -5o o 50 too 1so


VERT 1 bull = 20





bullI

20-----shy ---------------- 2 0

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0 l -~- ~oi_ lt-J_11 i


-20 -20 -150 - 100 -50 0 50 100 150


VERT 1 = 20

20 --~--~l~ ~--~--~--~~20

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VERT 1 = 20






20~~~-~-~----~-~20

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0

-10

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10

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-150 -100 -50 0 50 100 150


VERT 1 = 20





20~~--~---~----~~--~------~---20

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VERT 1 = 20

- - 10

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0

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VERT l = 20






20 20

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0

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VERT 1 = 20


I ~ I ~-J4-t--


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10 --~-middot--+- - 10

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-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20





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20 -~--~~l~~-~~~~--~ 20

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-2 0 I 20 -150 -100 -50 0 50 100 150


VERT 1 = 20

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VERT 1 = 20




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VERT I = 20

20 20

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-200 -15 0 - 100 50 0 50 100 150 200


VERT 1 = 20




r

20 --~--~~~-r~~--~--~--- zo


0 - l -1-~r~f--+--10

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VERT 1~ = 20

20~---------------- 20

10 -10--shy I -shy - shyo - i I ~ ___o

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l l W 31 SIDESLOPES

-30 L-~~~~~--~~--~~~~ -30

-150 -100 -so 0 50


VERT 1~ = 20

100 150






20--~~------~---------------------1 ~~20

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f ---shy I 0


I I iI l I -10 __




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20 I

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VERT 1 = 20

----- --~ 2 0

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VERT 1 = 20







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W 3 1 SIDESLOPESIl -30------------~-~-___-~-3o

-15 0 -IOO -50 0 50 100 150


VERT 1 = 20

20----r---r----------- 20

10

0

-10

-20

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-20 -150 -100 -5o o 50 too 1so


VERT 1 bull = 20





bullI

20-----shy ---------------- 2 0

10middot--~r I 10

0 l -~- ~oi_ lt-J_11 i


-20 -20 -150 - 100 -50 0 50 100 150


VERT 1 = 20

20 --~--~l~ ~--~--~--~~20

10 -r---+---+--shy 110

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-20L--~~~---~---~--~---~--20

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VERT 1 = 20






20~~~-~-~----~-~20

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10

0

-10

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VERT l = 20

10

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VERT 1 = 20





20~~--~---~----~~--~------~---20

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0

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i

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VERT 1 = 20

- - 10

-20 150

20 --~---~---~-~~----~l~----

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0

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VERT l = 20






20 20

10 10

0

-10-10

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ST A 42+0015 SCALE HORZ 1 = 100

VERT 1 = 20


I ~ I ~-J4-t--


WIDE CHANNEL TO

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----------~-~--~---20 100 150

20 -----shy --------------20

10 --~-middot--+- - 10

01shy -1-- ___ r-_1 -- shy 0



-10

-20 --~---~~--~---~---------20 - 150 -100 -50 0 50 100 150

STA 40+00 SCALE HOR2 1 = 100

VERT 1 = 20





___

20 -~--~~l~~-~~~~--~ 20

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-2 0 I 20 -150 -100 -50 0 50 100 150


VERT 1 = 20

2 0 ----- ----- ------------- 2 0 [ I I i i If l

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1




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VERT 1 = 20




1

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0

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i i

0

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2HW

IRtradeOVE

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VERT 1~ = 20

20~---------------- 20

10 -10--shy I -shy - shyo - i I ~ ___o

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l l W 31 SIDESLOPES

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VERT 1~ = 20

100 150






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VERT 1 = 20







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VERT 1 = 20

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0

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VERT 1 bull = 20





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VERT 1 = 20

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VERT 1 = 20






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VERT 1 = 20

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VERT 1 bull = 20





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VERT 1 = 20

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VERT 1 = 20






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VERT l = 20






20 20

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VERT 1 = 20


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VERT 1 = 20

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VERT 1 = 20






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VERT 1 = 20





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VERT 1 = 20


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VERT 1 = 20






20~~~-~-~----~-~20

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VERT 1 = 20


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VERT 1 = 20





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