DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, JACKSONVILLE DISTRICT P.O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019
October 4, 2018 CESAJ-RD-NC
PUBLIC NOTICE
Permit Application No. SAJ-2018-02904(SP-AWP)
TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of Engineers (Corps) has received an application for a Department of the Army permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. §403) as described below:
APPLICANT: Brevard County Natural Resources Management Dept. Attn: Matt Culver 2725 Judge Fran Jamieson Way, Building A, Room 219 Viera, Florida 32940
WATERWAY AND LOCATION: The project would affect waters of the United States associated with the Indian River. The project area is located within the Indian River immediate north and south of the Eau Gallie causeway, in Section 15,16,21, and 22, Township 27 South, Range 37 East, Brevard County, Florida.
Directions to the site are as follows: Heading south on 1-95, exit onto State Road (SR) 404 / Eau Gallie Blvd. Proceed west to the Indian River. The project area is north and south of the Eau Gallie Causeway within the Indian River.
Dredge Material Management Area (DMMA) BV-52 is on the western shore of the Indian River Lagoon, south of the intersection of Robert J Conlan Boulevard Northeast and US Highway 1 City of Palm Bay, Florida.
APPROXIMATE CENTRAL COORDINATES: Latitude 28.13024° Longitude -80.61900°
PROJECT PURPOSE:
Basic: Dredging
Overall: Dredging of the Indian River adjacent to the Eau Gallie River to remove muck sediments (fine surface sediments with high nutrient and organic material levels).
EXISTING CONDITIONS: The project area is located within the Indian River and contains a significant muck layer over much of the bottom. No seagrass is present within the dredge area. Seagrass beds have been located near the DMMA area and the pipe corridor has been designed to avoid the seagrass beds.
Small mangrove fringes could be found where the dredge pipe enters the shoreline. The species include red mangrove (Rhizophora mangle), Black mangrove (Avicennia germinans) and White mangrove (Laguncularia racemosa). There would be no impacts to the mangrove fringes. In order to protect any trees along the shoreline, all vessels and construction equipment, tools, and dredging activities would be setback a minimum of fifteen (15) feet from mangrove branches and mangrove root systems within the Project footprint.
PROPOSED WORK: The applicant seeks authorization to dredge up to 812,650 cubic yards of organic rich fine-grained sediment (muck) from about 241-acres of the Indian River adjacent to the Eau Gallie River. Dredging would expose those underlying sediments more suitable for benthic resource recruitment. Final depths would vary from approximately -4-ft North American Vertical Datum of 1988 (NAVD 88) to a maximum of approximately -21-ft NAVD (in a few localized depressions within the project limits) depending on the thickness of the muck layers.
Dredging would be accomplished using a small- to medium-sized hydraulic dredge (12 to 18-inches). The muck sediments would be hydraulically dredged from a shallow draft dredge and pumped from the project via a 12- to 18-inch diameter pipeline, which would discharge into an existing, permitted, 15.2-acre DMMA known as BV-52, a self- contained upland containment facility owned and maintained by the Florida Inland Navigation District (FIND).
FIND developed DMMA BV-52 to receive and treat dredged materials from Reach V of the Intracoastal Waterway (ICWW) in Brevard County as a part of its long-range dredged material management planning effort. The center of the 12.69-mile segment of Reach V is in the vicinity of the IRL adjacent to the Eau Gallie River. FIND constructed the DMMA in the late 1990’s. The DMMA has been previously used for the dredging of Turkey Creek in 1999-2001 and 2016 under the authorizations granted by the Florida Department of Environmental Protection (FDEP) and U.S. Army Corps of Engineers (USACE).
Hydraulic dredging is expected to occur using a 12”–18” dredge platform (contractor’s choice). The dredge platforms are typically in the 30x50-ft size range, with a draft of a few feet. Dredging would occur almost exclusively in depths >2 meters (6+ ft).
AVOIDANCE AND MINIMIZATION INFORMATION – The applicant has provided the following information in support of efforts to avoid and/or minimize impacts to the aquatic environment: Brevard County is targeting muck thicknesses greater than 1 ft. with the proposed dredge template. There is still muck surrounding the areas proposed to be dredged, albeit at thicknesses of less than 1 ft. The dredge template has not been smoothed; it includes only those areas with muck thicknesses greater than I ft.
COMPENSATORY MITIGATION – The applicant has offered the following compensatory mitigation plan to offset unavoidable functional loss to the aquatic environment: The applicant has provided the following explanation why compensatory
2 mitigation should not be required: The proposed action would not result in the loss of water of the United States.
CULTURAL RESOURCES: The Corps has determined the activity is of such limited scope there is little likelihood of impact upon a historic property; therefore, the proposed project would have “No Potential to Cause Effect”.
ENDANGERED SPECIES: The Corps has determined the proposal may affect the West Indian manatee and would have no effects to its designated critical habitat. The Corps will request initiation of formal consultation with the Fish and Wildlife Service (FWS) pursuant to Section 7 of the Endangered Species Act by separate letter.
Potential impacts to the eastern indigo snake were evaluated using the “Eastern Indigo Snake Programmatic Effect Determination Key” dated 25 January 2010 and 13 August 2013 Updated Addendum. Use of the Key for the Eastern Indigo Snake resulted in the following sequential determination: A (The project is not located in open water or salt marsh.) > B (The permit will be conditioned for use of the Service’s standard Protection Measures for the Eastern Indigo snake during site preparation and protection construction.) > C (There are no gopher tortoise burrows, holes, cavities, or other refugia where a snake could be buried or trapped and injured during project activities.) = not likely to adversely affect (NLAA). Based upon the NLAA determination for the eastern indigo snake no further coordination is required
Potential impacts to the wood stork were evaluated using the “Corps of Engineers, Jacksonville District, U.S. Fish and Wildlife Service, Jacksonville Ecological Services Field Office and State of Florida Effect Determination Key for the Wood Stork in Central and North Peninsular Florida”. The proposed project resulted in the following sequential determination: A > B = “no effect”. This determination is based on the project not being located within 2,500 feet of an active colony site and no impacts to suitable foraging habitat. No further consultation with the FWS is necessary.
The Corps evaluated potential impacts to swimming sea turtles, smalltooth sawfish, and goliath grouper utilizing the U.S. Army Corps of Engineers Jacksonville District’s Programmatic Biological Opinion, dated November 20, 2018. The evaluation resulted in a may affect, not likely adversely affect. No further consultation with the National Marine Fisheries Service, Protected Resource Division is necessary.
ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation with the National Marine Fisheries Service on EFH as required by the Magnuson-Stevens Fishery Conservation and Management Act 1996. The proposal would impact approximately 241 acres of estuarine areas (including sand/mud bottom and water column) utilized by various life stages of brown, white, and pink shrimp, sheepshead, crevalle jack, Atlantic spadefish, and cobia. Our initial determination is that the proposed action would not measures is subject to review by and coordination with the National Marine Fisheries Service.
3
NOTE: This public notice is being issued based on information furnished by the applicant. This information has not been verified or evaluated to ensure compliance with laws and regulation governing the regulatory program. The jurisdictional line has been verified by Corps personnel.
AUTHORIZATION FROM OTHER AGENCIES: Water Quality Certification may be required from the Florida Department of Environmental Protection and/or one of the state Water Management Districts.
COMMENTS regarding the potential authorization of the work proposed should be submitted in writing to the attention of the District Engineer through the Cocoa Permits Section, 400 High Point Drive, Suite 600, Cocoa, Florida 32926 within 15 days from the date of this notice.
The decision whether to issue or deny this permit application will be based on the information received from this public notice and the evaluation of the probable impact to the associated wetlands. This is based on an analysis of the applicant's avoidance and minimization efforts for the project, as well as the compensatory mitigation proposed.
QUESTIONS concerning this application should be directed to the project manager, Andrew Phillips, in writing at the Cocoa Permits Section, 400 High Point Drive, Suite 600, Cocoa, Florida 32926; by electronic mail at [email protected]; by facsimile transmission at (321)504-3803; or, by telephone at (321)504-3771 extension 14.
IMPACT ON NATURAL RESOURCES: Coordination with U.S. Fish and Wildlife Service, Environmental Protection Agency (EPA), the National Marine Fisheries Services, and other Federal, State, and local agencies, environmental groups, and concerned citizens generally yields pertinent environmental information that is instrumental in determining the impact the proposed action will have on the natural resources of the area.
EVALUATION: 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 benefits, which reasonably may be expected to accrue from the proposal, must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including cumulative impacts thereof; among these are conservation, economics, esthetics, general environmental concerns, wetlands, historical properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, 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. Evaluation of the impact of the activity on the public interest will also include application of the guidelines promulgated by the Administrator, EPA, under authority of Section 404(b) of the Clean Water Act or the criteria established under authority of Section 102(a) of the Marine Protection Research
4 and Sanctuaries Act of 1972. A permit will be granted unless its issuance is found to be contrary to the public interest.
The US Army Corps of Engineers (Corps) 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 proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition, or deny a permit for this proposal. To make this determination, comments are used to assess impacts to endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.
COASTAL ZONE MANAGEMENT CONSISTENCY: In Florida, the State approval constitutes compliance with the approved Coastal Zone Management Plan. In Puerto Rico, a Coastal Zone Management Consistency Concurrence is required from the Puerto Rico Planning Board. In the Virgin Islands, the Department of Planning and Natural Resources permit constitutes compliance with the Coastal Zone Management Plan.
REQUEST FOR PUBLIC HEARING: Any person may request a public hearing. The request must be submitted in writing to the District Engineer within the designated comment period of the notice and must state the specific reasons for requesting the public hearing.
5
2 3 4 5 6 7 8
H INDIAN RIVER LAGOON MUCK DREDGING H ADJACENT TO THE EAU GALLIE RIVER BREVARD COUNTY, FLORIDA
G G PROJECT LOCATION
F F
DREDGE AREAS (TYP) Atlantic o,:can DRAWING INDEX \ PROPOSED PIPELINE ~TE FLORIDA C-1 COVER SHEET APPROX. 6 8 MILES E C-2 PROJECT OVERVIEW E C-3 DREDGE AREA OVERVIEW ., .. C-4 DREDGE PLAN - AREA 1 C-5 DREDGE SECTIONS - AREA 1 MARTIN C-6 DREDGE PLAN - AREA 1A -.. -,\ PALM BEACH C-7 DREDGE SECTIONS - AREA 1A ',.( C-8 DREDGE PLAN - AREA 2 ... , -:tl-' D BROWARD D C-9 DREDGE SECTIONS - AREA 2 ~ 1., ...... - C-10 DREDGE PLAN - AREA 4
\. C-11 DREDGE SECTI ONS - AREA 4 \ C-12 BV-52 DMMA SITE PLAN ''·
C-13 BV-52 DMMA CROSS-SECTIONS BV-52 DREDGED MATER1At'.·· \ MANAGEMENT AREA C-14 DMMA PIPELINE PROFILES .. . c C-15 DREDGE PIPELINE PLAN c USG S 7 5 QUADRANGLE MAP REFERENCES C- 16 DREDGE PIPELINE PLAN EAUGALLIE , FLOR IDA. 1949, PHOTOREVtSEO 1988 LOCATION MAP VICINITY MAP TROPIC, FLORIDA, 1949, PHOTOREVISEO 1980 C-17 DREDGE PIPELINE PLAN MELBOURNE ~ST. FLOR IDA. 1949, PHOTOREl/ISED 1988 MELBOURNE EAST, FLORIDA. 1949, PHOTOREVlSEO 1988 N.T.S. C-18 EROSION AND SEDIMENT CONTROL DETAILS 1" = 4000' (22x34) 1" = 8000' (11x17)
B
".., ;.... - - TAYLOR ENGINEERING INC. 10199 SOUTHSIDE BLVO SUITE 31 0 A JACKSONVILLE. FLORIDA 32256 (90<~7 31 -7040 1800 2NO STREET SUITE 881 • I call®before you dig. SARASOTA. FLORIDA 3<236 C-1 PROJECT NO C201 8-029 (9<1) 702-5671 CUntflCATE OF .t.lm«JlltlZ.ATION I 4 15 DATE 91
GENE RAL STATEMENT 1. THE PROJECT CONSIST OF HYDRAULIC DREDGING 813,650 CY OF MOSTLY MUCK MATERIAL AND TRANSPORTING THAT MATERIAL VIA PIPELINE TO DMMA BV-52 WHERE THE CONTRACTOR SHALL DE·WATER THE DREDGING MATERIAL AND TRANSPORT AND DISPOSE OF THE MATERIAL TO A PERMANENT DISPOSAL SITE IN ACCORDANCE WITH THE SPECIFICATIONS . DMMA BV.52 SHALL BE USEC ONLY AS A TEMPORARY DE-WATE RING AND DISPOSAL AREA. 2. THE ALLOWABLE OVER·DREDGING DEPTH FOR FINAL ACCEPTANCE IS 12 INCHES. "" 3. THE ALLOWABLE OVER·DREDGING DEPTH FOR DE TERMINATION OF PAYMENT VOLUME IS l: INCHES. :: • . THE CONTRACTOR SHALL REMOVE NUTRIENTS FROM THE DREDGED MATERIAL AS .. DESCRIBED IN THE SPECIFICATIONS. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS = 6. THE CONTRACTOR SHALL LOCATE ALL ABOVE·GRDtJNO AND BE LOW.GROUND UTILITIES ~ BEFORE BEGINNING WORK. ":.,, PERMITS AND PERMIT CONDITIONS F 1. THE OWNER WI LL SUPPLY THE CURRENT FLORIDA DEPARTMENT OF ENVIRO NMENTAL PROTECTION PERM IT AND U.S. ARMY CORPS OF ENG INEERS PERMIT, THE CO NTRACTOR SHALL OBTAIN A PERMIT MODIFICATION FOR ALL WORK, MEANS AND METHODS, MODIFICATION TO THE WORK. NOT PERMITTED IN THE CURRENT PERMITS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS, COSTS OF OBTAINING PERMITS NOT SUPPLIED BY THE OWNER SHALL BE BORNE BY THE · ICWW CHANNl!I. (TYP) \ CONTRACTOR. THIS SHALL INCLUOE BUT NOT BE LIMITED TO: NPDES PERMIT (OR NOi), CLEARING OR LAND OISTIJRBANCE PERMITS, TREE IMPACT PERMITS, CITY OR COUNTY BUILDING PERMITS, DRIVEWAY OR ENTRANCE PERMITS, TEMPORARY UTILITI ES PERMITS, \ ETC, BREVARD COUNTY, FLORIDA 3. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN EROSION CONTROL MEASURES AS NECESSARY TO COMPLY WITH LOCAL. STATE, AND FEDERAL LAWS ANO REGULATIONS. ALL ~TLAND AREAS ANO WATER BODIES OUTS IDE THE SPECIFIC LIMITS OF CONSTRUCTION. AUTHORIZED BY THIS PERMIT SHALL BE PROTECTED FROM EROSION, SILTATION, SCDtJRING , ANDIOR DE-WATERING. ¥'.ITHIN 7 DAYS OF ANY CONSTRUCTION ACTIVITY, t------1 E \ EROSION BARRIERS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION OR PLACEMENT OF FILL MATERIAL, ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE dig. \ CONDI TION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED Call®before you AREAS ARE STABILIZED. <. CURRENT PERMITS DO NOT ALLOW FOR THE USE OF FLOCCULANTS OR OFFLOADING, PROP06ED PIPEUNE ROlJT!! CONTRACTOR MUST OBTAIN A PERMIT MODIFICATION TO OFFLOAD THE SITE AND USE LDCATE-..1oa FROM YtES'I' EDGE oA::HANNEL (TYP) FLOCCULANTS I CHEMICALS. REFER TO TECHNICAL SPECIFICATIONS AND PROJECT APPROACH INSTRUCTIONS FOR ADDITIONAL INFORMATION. ~ Pl.MPINO DISTANCE_APPRO)l. U MILES
DREDGING
1. ALL DREDGING WORK SHALL BE PERFORM ED USING HYDRAULIC DREDGING. 2. DREDGING LIMITS (VOLUMES) ARE DEFINED AS AREAS HAVING MUCK THICKNESSES EQ UAL D TO OR GREATER THAN HT. ~ 3. THE CONTRACTOR IS ADVISED THAT THE DREDGING LIM ITS AND DREDGING DEPTHS ARE HIGHLY IRREGULAR. FOR THIS REASON, THE ENGINEER WILL PROVIDE THE CONTRACTOR ¥'.ITH A 3·0 TIN SURFACE FOR THE CONTRACTOR TO UPLOAD INTO ON· BOARD SOFTWARE (E.G. DREDGEPACK®). THE ENGINEER EXPECTS THAT THE CONTRACTOR WILL UTILI ZE SUCH SOFTWARE FOR THIS PROJECT. 4. THE ENGINEER WILL PROVIDE BASELINE ALIGNMENT AND LOCATION DATA AND CAN PROVIDE SHAPEFILES THAT REPRESENT THE LIMITS OF SEAGRASS (IN AUTOCAD OR ARCVIEW FORMAT) AS NECESSARY FOR THE CONTRACTOR TO UPLOAD INTO ON·BOARD SOFTWARE.
VOLUME ANALYSIS
DESCRIPTION MUCK VOLUME (cy)
AREA 1 251 .500 wz AREA 1A 376,600 2 0 AREA 2 136,300 z
AREA • • 8.250 PROJECT NO C20 18--029 DATE 91<118 TOTAL 812.650 t-----+------18 DESIGNED JTA DRAWN CAS CHECKED RW
REVIE~O JP SCALE AS SHOWN DRAWING TITLE
PROJECT OVERVIEW
0 2,000' 4,000' 8,000' i------1 A
GRAPHIC SCALE 22X34: 1" = 2,000' C-2 11X17: 1" = 4,000' SHEET 2 OF 18 6 7 8 2 3 4 5 7 8 .. VOLUME ANALYSIS l MUCK THICKNESS RANGES AREA LIMITS ...... POINT TABLE MIN MAX 4 RANGE COLOR (FT) (FT) POI ITT EASTING NORTHING - DESCRIPTION MUCK VOLUME (cy) I - 776.009.47 1,382,638.21 - \ I 11 12 i.,J - H - H 2 10 11 • 77 8.322.35 1,383.475, 16 - AREA 1 - 3 9 10 • 778,838.45 1,382.10 .06 TAYLOR ENG-INEERING INC. AREA 1A 4 8 9 779,339.01 1.381 .096.88 10199 SOUTHSIDE BLVD 1 SUITE 310 AREA2 \ 5 7 8 776.888.15 1.380.210.00 I I 6 6 7 • AREA4 782.651.21 1.382.414.05 7 5 6 • 780.725.54 1,381 ,717.22 I 8 4 5 • 780.722.00 1,381,545.53 9 3 4 • · MUCK TO BE REMOVED (TYP) 779.691.40 1,381 ,172.60 10 2 3 • 10 779,478.24 1,381 ,095.46 11 1 2 • ~ • 11 778.953.28 12 778,439.92
13 778.792.96
14 782,084.47
15 780,357.56
16 777,338.28
BREVARD COUNTY, FLORIDA
Call®before you dig.
PROP08ED PIP!UNE ROUTE D LOCA'IE Ml-.u 100' l'ROM MST EDGE OF CIWINEL (TYP) ~ D MAXIMIM IVIFINCJ DISTANCE APPROX. 8.1 loll.I!&
z "'0 gi ~ ::> "' "'z ;;;0 c ~ l \ l ~ \ v zuJ ~ 2 ~ J C2018--029 f o-~~~--i-9-~1_18~~~~~~~~ B a JTA ~ 2 CAS • RL.J ~ REVIEWED JP 2 ~ SCALE ASSHOV\N i DRAVlllNG TITLE ~ ______.. (I;\ ; K AERIAL REFERENCE: FOOT, 2015 DREDGE AREA OVERVIEW ~ ~ v~ 0 . A 0 600' 1,200' 2,400' t------4 A ~ • GRAPHIC SCALE ~ 22X34: 1" = 600' C-3 ~ ~ 11X17: 1" = 1.200' 5 SHEET 3 OF 18 2 4 5 6 7 8 8 2 3 4 5 6 7 MUCK THICKNESS RANGES .. .. MIN MAX '" COLOR RANGE (FT) (FT) 1#12AILMTII - 11 12 - - H 10 11 • - H - 10 • I TAYLOR ENGINEERING INC. ~ I 10199 SOUTHSIDE BLVD ¥ • SUITE 310 s s I • I • 10 • G I 11 • I • I I
I F !1 I INDIAN RIVER LAGOON I UCK DREDGING ADJACENT I ICINt CHNIEL (M') TO THE EAU GALLIE RIVER BREVARD COUNTY, FLORIDA I ICIN#CHNIEL CENTERME (TYP) E Call~before you dig.
~ 15 D D /EX.(l'OI' CONTOUR8 Ofl MUCK) (T'tP) ,
"'z 0 o; "'~ "'::i ;;;"' z 0 o; 5 c LlJ 0:
LlJz 2 0z
PROJECT NO C2018-029 DATE 9/4118 DESIGNED JTA DRAWN CAS CHECKED RU REVIE'MOD JP SCALE AS SHO>'M DRAWING TITLE
DREDGE PLAN - AREA 1 AERIAL REFERENCE : FOOT. 201 5
150' 300' 600'
GRAPHIC SCALE C-4 22X34: 1" = 150' 11X17: 1" = 300'
3 5 6 7 8 8 I 2 3 I 4 I 5 I 6 I 7 I - 4 AREA 1 - STA. 16•00 - AREA 1 - STA. 4+00 - 4 r------~ - H H - m TAYLOR ENGINEERING- INC. .~ ~=-o;Jr_.r -·j 10199 SOUTHSIDE BLVD 5 -12 I ~::~ ~:::?=::~=::::::_:::=:::::::=~~~ =~~~~==·:::::=:::::::::::=~!:!:::: ~ ! ~ [ - - ---L-~---~- --- -·----~- ~-" _ ..--'\:/ - r '. ·- SUITE 310 JACKSONVILLE, FLORIDA 32256 ~ :;~ . . ~-20 (904)·731-7040 - w ·24 LIJ -24 1BOO 2ND STREET ·28 '------' .28 '------' -1250 -1000 -750 -500 -250 0 250 500 750 1000 1250 -1250 -1000 .750 .500 -250 250 500 750 1000 1250 DISTANCE IN FEET DISTANCE IN FEET SA~'i~iiW~A· U G SEA~~' +:•• .'v·~··c ~~·1f• oie.~; AREA 1 - STA. 6+00 AREA 1 - STA. 1B+OO ' . . , 4 ..~*: . N · 4 ••. -:. t!:'. -4 ! +- -+ Itu ;1 o fb:c~~ .. ===-~::_ ~~==i- == .:::-c::w~-::~::::~:::::::-=,::::~::~-F'1 ~ -0 { ~ ~1 C6,-it 1 ~ ~ ';,-:» \ STkT ~ OF .:, kl ~ ; 0 ·. ~ ~0 .· -"'~ ~ .28 ~------'------'- KEl~~~.l<~f . ~5,8¥'\-) \ Q 0 • (;:;- ~ ·1250 -1000 -750 ·500 ·250 250 500 750 1000 1250 DISTANCE IN FEET PROJEUJi'R!$'s •• • • • • • • ~'\" ...... ,,,, IONP..\... ,,...... F F '''''""''''' AREA 1 - STA. 20+00 INDIAN RIVER LAGOON MUCK DREDGING ADJACENT - TO THE EAU GALLIE RIVER - BREVARD COUNTY, FLORIDA E 1------E DISTANCE IN FEET DISTANCE IN FEET Call~before you dig. AREA 1 ·STA. 10•00 AREA 1 - STA. 22• 00 I~ t- -~,.- -.. -~~_,,_, ___ "______/_J j D ~:;~ ' l . ~ , w -2·284 c.______t _ _j -1250 -1000 -750 -500 -250 0 250 500 750 1000 1250 DISTANCE IN FEET DIST ANGE IN FEET z "'O>- - iii "'5E "'ii] AREA 1 · STA. 12+00 AREA 1 -STA. 24+00 4 ,----,--...,.-- - .,.------,------, 4 z "'0 iii c c 15 u t { !'~ " r~· °''~,--- · ,;,,,./~ 0: 16 ' BOTIOrl Of MUCK (TYP)--::/ . ~ 20 i] ~~ ~ · ~ucK TO PE REMO~ED (TYPri _____._ l----.:. UJ -24 ~ -f,, .---- >'~------~- --»r -~ - ----~1 T I -28 L.--_ _..J.__ _.______-+------'------' -1250 -1000 -750 -500 -250 250 500 750 1000 1250 ·1250 ·1000 -750 -500 -250 0 250 500 750 1000 1250 ~~ OlSTANCE IN FEET DISTANCE IN FEET 1--+-+-+-+-+-+--+--+--+-+-+-+-+-I 0 z PROJECT NO C2018·029 1--D_AT_E_ _ _ ~9-~_1_1a______-1 B AREA 1 ·STA. 14+00 DESIGNED JTA 4 ~----{~------~! ------~ tu 0 1 DRAWN CAS ~ ~ CHECKED RLJ ;:; ·8 t - I r r -t J-•..r=-~. 1. REVIEWED JP r;~ F' -===-~~.,~l-~-i ==• =s•l=~-~t=J~ "' SCALE AS SHOWN DRAWING TITLE ~:~: '------' ______J.._l _____lc._ ____ ~ 1 ___ -1250 -1000 -750 -500 -250 0 250 500 750 1000 1250 0 400' 800' 1,600' DREDGE SECTIONS - AREA 1 DISTANCE IN FEET - - GRAPHIC SCALE A 22X34: 1" = 400' 11X1 7: 1" = 800' VERT. SCALE: 1" = 200' (22x34) C-5 VERT. SCALE: 1" = 400' (1 1X1 7) SHEET 5 OF 18 8 I 2 I 3 I 4 I 5 I 6 I 7 I 8 2 3 4 5 6 7 MUCK THICKNESS RANGES .. .. MIN MAX '" RANG E COLOR (FT) (FT) - 11 12 - - H 10 11 • - H I - 10 - I • TAYLOR ENGINEERING INC. 10199 SOUTHSIOE BLVD SUITE 310 JACKSONVILLE. FLORIDA 32256 I ~ • (904)·731 -7040 I 1800 2ND STREET I • SUITE 881 • SARASOTA. FLORID1 ifn (941Jit ~Slt I I I/ • CERTil'I AU 0 1 , , SEAL I 10 • G I '''' *-... ;. .... ~ 11 • ~ .· ,c • ...,:- .· v i ~ I ...... * :' No I ~ ~ ~ : I . . a: = : t..u :: sfu(~~ .' lJ.J ...... H '. E.# 084 ~ ·~ ~ I '~.... !1 ,,,~SS·· •• •• 0· · R···· ••~ •• ,.. F I ''1 I ON~\.. ,, 1 ' I INDIAN RIVER''''""'''''' LAGOON I (TYi') UCK DREDGING ADJACENT TO THE EAU GALLIE RIVER I (TYi') BREVARD COUNTY, FLORIDA E E Call®before you dig. ~ D D \ "'z I 0 iii "'~ ::J \ "';;; z I Q 5 c "'w c 0: r \\ i I f zw ~ 0 N ~ ~ l 0z I I PROJECT NO C2018-029 s DATE 914118 B f B DESIGNED JTA ~ DRAWN CAS ~ •ii CHECKED RU REVIEWED JP ~ SCALE AS SHOW'! DRAWING TITLE EAi.i GAU.IE BLVD 8RIOGE I DREDGE PLAN - AREA 1A "~ ~ G 300' 600' A ; A 0 150' ~ ii GRAPHIC SCALE C-6 ::! 22X34: 1" = 150' ~ 11X17: 1" = 300' SHEET 6 OF 18 ~ 5 8 2 3 4 5 6 7 2 3 4 5 6 7 8 .., ... .. - .. AREA 1A - STA. 2+00 AREA 1A - STA. 14•00 AREA 1A-STA. 26•00 - 4 - H 0 - H ~ .. - TAYLOR ENGINEE- RING INC. 10199 SOUTHSIDE BLVD :( -16 r - --_-;. ._.,.,,,,_ ...... ,.,...... -.."'-..,. i::1 -·==~ ==·""' ~-=--~ !;; f SUITE 310 -20 1 !~ -20 1 ~ w -24~t=· --'---·-·------J. __ --- w -24 -28 '--~~~~~~~~~~~~~~~~~~~~~~~~~~--' -28 '--~~~~~~~~~~~~~~~~~~~~~~--' ·1250 -1000 .750 .500 ·250 250 500 750 1000 -1250 -1000 .750 -500 -250 250 500 750 1000 1000 DISTANCE IN FEET DISTANCE IN FEET OISTANCE IN FEET G AREA 1A - STA if+OO AREA 1A ·STA. 16• 00 AREA 1A - STA. 28+00 4 r~~~~~~~~~~~~~~~~~~~~~ 0 ~ .. ~ - ~ .zr-~· ---==--- -:.~,,- !;;(: -16 + - .... :::~..- - ...... -- , !;;!<-16 I '\J I ~ -20 ~ ·20 !w -24~ t------1 111,-~======-~-.,~1 w -24 ·28 '--~~~~~~~~~~~~~~~~~~~~~~~~~~---' ·28 '------' ·1250 -1000 -750 ·500 .250 250 500 750 1000 ·1250 ·1000 -750 .500 ·250 250 500 750 1000 -1000 .500 250 500 750 1000 DISTANCE IN FEET ~STANCE IN FEET DISTANCE IN FEET F AREA 1A - STA. 6•00 AREA 1A · STA. 18•00 AREA 1A ·STA. 30•00 .~~~ ~~~~~~~~~~~~~~~~~~~~~ 4 r~~~~~~~~~~~~~~~~~~~~~ 0 0 ~ .. tt .4 ~::~ ~---=~ - BREVARD COUNTY, FLORIDA jJ"' I ~·,,.,.===-==:: ------· ---~~ ------~,----,_---, t~!;; I ~=-:-c=1/1 !;; I I ~ ·20 W-24 r w ·24 w ·24 E -28 '--~~~~~~~~~~~~~~~~~~~~~~~~~~--' -28 '--~~~~~~~~~~-~~~~~~~~~~~--' ·2! '------' i------4 E ·1250 -1000 .750 -500 -250 250 500 750 1000 -1250 -1000 .750 .500 -250 0 250 500 750 1000 -1000 -750 .soo -250 250 500 750 1000 DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET CallLlBlbefore you dig. AREA 1A - STA 8+00 AREA IA· STA. 20+00 AREA 1A · STA. 32•00 4 r~~~~~~~~~~~~~~~~~~~~~~~~~~~-, f ~ .;:-~ -·.J::=~==~=,..i':='""'-==== --·~-- - --,-----=,~.,,.....,.__,.; ~-- ~ -~~P.==-====·.. T /'1 D L~ c:::J' ~ D ~ :;~ ~ -20 w -24 UJ -24 -28 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -28~~~~~~~~~~~~~~~~~~~~~~ -1250 ·1000 .750 -500 -250 0 250 500 750 1000 ·1000 .750 .500 ·250 250 500 750 1000 DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET z "'0 iii "'~ AREA 1A · STA. 10•00 AREA 1A · STA. 22+00 AREA 1A - STA. 34+00 iil ·~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 4 r~~~~~~~~~~~~~~~~~~~~~ "'z Q ~ c .. ~ .. ~ !;; 0 ~ ·8 -..._ / c ~ ;~ f } ~-~ - / - a: r;~ -: =-===,=;:;1:::::;======-~"==-~= ·"'i;::o----f'--.,·--·~~~ Iii~::~ 0 I ~~=v I ~-20 w -24 w -24 ·28 '-~~~~~~~~~~~~~~~~~~~~~~~~~~--' ·28 '------' -1250 ·1000 .750 .500 ·250 250 500 750 1000 -1000 -750 .soo ·250 250 500 750 1000 wz DISTANCE IN FEET DISTANCE IN FEET OISTANCE IN FEET 2 0z PROJECT NO C2018.029 AREA 1A ·STA. 12•00 AREA IA · STA. 24• 00 ~DA_T_E~~~~9-~_11_8~~~~~~~--t8 ~~~~~~~~~~~~~~~~~~~~~~ 1 . DESIGNED JTA .... 0 CAS ~ .. ... (TOP OF MUCLK (TYP) ~ .. ~ -8 ___j .. CHECKED RU ~-12 ~===~=====~=::;:""""""""'..;:=~...... ,.~.,,..~-~,,-- :I~ ;;.~======:===:;-~::-=:=-::::-;;.--~::--=--::::· :::::::-~----?// REVIEWED JP I SCALE AS SHOWN ~-16 _j J ' p !;; 1 ~ ·20 BOTTOM OF 1 UCK (TYP) . 1 w -24 ... w -24 DRAWING TITLE • '------'---'M"'U:..:C;:.K'-'T-=O'-'B'-=E"-R:::;E"-M'-"0-'-V"'EO"-'-'l'TY.:...P'-''I______.. 28 -28 ~~~~~~~~~~~~~~~~~~~~~~ ·1250 . 1000 .750 ·500 -250 250 500 750 1000 -1000 -750 .500 -250 250 500 750 1000 DREDGE SECTIONS - AREA DISTMICE IN FEET DISTANCE IN FEET 0 400' 800' 1,600' 1A A GRAPHIC SCALE i------4 A 22X34: 1" = 400' 11X17: 1" = 800' VERT. SCALE: 1" = 200' (22x34) C-7 VERT. SCALE: 1" = 400' (11 X1 7) SHEET 7 OF 18 2 3 4 5 6 7 8 8 2 3 4 6 7 MUCK THICKNESS RANGES ..tn ..... MIN MAX COLOR L. RANGE (FT) (FTI - 11 12 • - H H 10 11 • - 10 TAYLOR ENGINEERING- INC. 10199 SOUTHSIDE BLVD SUITE 310 J • JACKSONVILLE. FLORIDA 32256 \ I .. ·: :~ _\J ~ I \ ...,{C' I - - n\I .,~ \ BREVARD COUNTY, FLORIDA \ I \\ Gall®before you dig. I \ I ~ D \ I \ I \ 0 "--A- E-Rl-AL_R_E-FE-R-EN_C_E_: F-DO- T-. 2- 0-15..., A 0 150' 300' 600' ~ ii ~ GRAPHIC SCALE • 22X34: 1" = 150' ~ 11 X 17: 1" =300' 5 ~-1-~~~~~--:-~~~~~~.-~~~====:::;:======i======::::::::======:::;:======::::::======:;::======::;:======:;::::======!=====~======:======:!..+~~~__:::.::::.:_.:.._:....:.::...~~~!-- 2 3 4 5 6 8 I 2 I 3 I 4 I 5 I 6 I 7 I "' ... "' - AREA 2 - STA. 6+00 - 4 - H H - TAYLOR ENGINEERING- INC. 10199 SOUTHSIDE BLVD SUITE 310 JACKSONVILLE, FLORIDA 32256 I- .~ 1-~-o------1 (904)-731-7040 - 1800 2ND STREET -28 '------'- -500 -250 250 500 750 DISTANCE IN FEET SA~iiVrt,1M ~,~,, DISTANCE IN FEET 9 uv ,, < \i:! N-H3H-,... '' .\~R""C~'!lcl,~T>IOfll<¥0!'•~ /. G AREA 2 - STA. 8+00 AREA 2 - STA. 20+00 4 - IJ. l·'-1;·-- - ~ ---·· 1~-~--1 -28 '------'- -500 -250 250 500 750 DISTANCE IN FEET DISTANCE IN FEET F INDIAN RIVER LAGOON AREA 2 - STA. 10+00 4 .------MUCK DREDGING ADJACENT...__ I >-w 0 TO THE EAU GALLIE RIVER tf: -4 \. I BREVARD COUNTY, FLORIDA ~ -8 15 -1 2 -~----;o----~--•v---~"--•=i ~ -16 ~ -20 I UJ -24 'f E -28 .______; -500 -250 250 500 750 1000 DISTANCE IN FEET Gall®before you dig. - AREA 2 - STA. 12+00 4 r------~ ~ 0 ~ • I ~ D D l~ l\~-==/-- -500 -250 250 500 750 1000 O!STANCE IN FEET z 01-"' i:i ~ :> AREA 2 - STA. 14+00 "' z ~ .---:--1 -----. ---. ---1 --j_-,------, "'0 MUCI< TO BE ~EMOVED (TYP) , (;j c ~ c -4 I r TO$ OF MUCK (TYP) a: :i~ --~~-~f~J T .A, - -~~ -20 ~ -24 j eoyoM OF r-tUCK (T'!'P) t- t -28 '-----'------'---' l - -500 -250 250 500 750 1000 i DISTANCE IN FEET •~ ~ PROJECT NO C2018-029 DATE 91411 8 ~ AREA 2 · STA. 16+00 B i B DESIGNED JTA ~ DRAWN CAS ~ ' CHECKED RW REVIEIM:D JP ~ SCALE AS SHO\NN t - DRAWING TITLE ii: -500 -250 0 250 500 750 1000 ! 0 400' 600' 1,600' DREDGE SECTIONS - AREA 2 it-'----~=- DISTANCE IN FEET ==g ~ - ~ ; - GRAPHIC SCALE i------1A A 22X34: 1" = 400' ~ 11X17: 1" = 600' ;;; VERT. SCALE: 1" = 200' (22x34) C-9 VERT. SCALE: 1" = 400' (1 1X1 7) SHEET 9 OF 18 ~> 5 7 8 I 2 I 3 I 4 I 5 I 6 I I 8 2 3 4 5 6 7 MUCK THICKNESS RANGES .. ~ ~ 4 MIN MAX RANGE COLOR (FT) (FT) - 11 12 - - H 10 11 • - 10 • TAYLOR ENGINEE- RING INC. 10199 SOUTHSIDE BLVD SUITE 310 • • 10 • 11 • F INDIAN RIVER LAGOON UCK DREDGING ADJACENT TO THE EAU GALLIE RIVER BREVARD COUNTY, FLORIDA t------1 E Call®before you dig. (/)z ~ c ~ c UJ 2 PROJECT NO C2018-1l29 DATE 9/4118 DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP SCALE AS SHOIM-l (};\_ DRAWING TITLE DREDGE PLAN - AREA 4 \J AERIAL REFERENCE: FOOT, 2015 ~ • A 0 150' 300' 600' ~ ii C-10 ~ GRAPHIC SCALE ~ 22X34: 1" = 150' SHEET 10 OF 18 ~ 11X17: 1" = 300' 51~~~~i---==~====r===~====p==~==~p===~===r======~====r====~======r==~='=~2 3 4 5 6 7 8 i--~~~l 2 3 4 5 6 7 8 .. .. - AREA 4 · STA. 6• 00 AREA 4 - STA. 16+00 AREA 4 - STA. 30•00 H - H 4 ~------~ 4 ~------~ ... tt -4 TAYLOR ENG-INEERING INC. -- --=--:;;:.::------,.,,.....~ ... ---~----- ;; .a tu 0 I :;; 0 I 10 199 SOUTHSIDE BLVD ~ ::! i::! ~ -20 ~ -20 w ·2• w -24 -28 '------~ -28 '------~ -1000 -750 -500 -250 250 500 750 1000 -1000 -750 -500 -250 250 500 750 1000 DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET G AREA 4 • STA. 8+00 AREA 4 • STA. 20+00 AREA 4 - STA. 32+00 .~------. 4 ~------il! ... - tu 0 I :;; 0 I L~ ~ -16 i ::~ ~·20 i~ -20 ~ 1 ~ -20 w -24 w -24 w -24 ·28 ------' -28 '------' -28 '------~ · 1000 -750 -500 -250 250 500 750 1000 -1000 -750 -500 -250 250 500 750 1000 -1000 .750 -500 -250 250 500 750 1000 F DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET F INDIAN RIVER LAGOON AREA 4 · STA 10•00 AREA 4 · STA. 22•00 AREA • · STA. 3• •00 4 r------4 r------~ UCK DREDGING ADJACENT TO THE EAU GALLIE RIVER ~ ... ~ ... BREVARD COUNTY, FLORIDA tu 0 I Iii 0 I C' :.-..- ..... -..-=-:.-_-~-;,-;::r~-~ ..-..-~ ... - - ~---= iJ~ -16 j i ::! ~ -20 ~ -20 L~-24 -24 w -24 w w E -28 ..______, i------~ E -28 '------' -28 '------' · 1000 .750 -500 .250 250 500 750 1000 ·1000 -750 -500 ·250 250 500 750 1000 ·1000 .750 -500 -250 250 500 750 1000 DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET Call®before you dig. AREA 4 - STA. 12• 00 AREA 4 - STA. 24+00 AREA 4 - STA . 36•00 4 r------4 ~------. il! ... tu 0 I r.,_.. ... -~.:;-=-~-.r·r------~- D ~ -~ I ~ D L! i: :! i:r; - .j16 I ~ -20 ~ -20 ~ -20 w ·24 ul -24 UJ -24 -28 ..______, -28 '------' ~8------' ·1000 -750 -500 250 500 750 1000 -1000 -750 -500 -250 250 500 750 1000 ·1000 .750 -500 -250 0 250 500 750 1000 DISTANCE IN FEET DISTANCE IN FEET DISTANCE IN FEET ~ 0 ;;; "' ~ :> AREA 4 ·STA 14+00 AR EA 4 · STA. 26•00 "' "'z TOP OF MUCK (TYP) 4 ~------0 Iii 0 c ~ ... ~ -4 ~ c ~ ~ ·B !;; 0 I ~ -12 !;( -16 .::::f :f~~~~:~r i :i~ ~ ·20 ~ ·20 w -24 w -24 -28 ..______, w -28 '------~ -1000 -750 -500 -250 250 500 750 1000 -1000 .750 -500 -250 250 500 750 1000 2 DISTANCE IN FEET DISTANCE IN FEET 0z PROJECT NO C2018-029 DATE 9/4/18 B AREA 4 · STA. 16•00 AREA 4 • STA. 28• 00 DESIGNED JTA 4 ~------. 4 ~------~ DRAWN CAS ~ ... CHECKED RLJ ;; .a tu 0 I REVIEW!;D JP ..~ -...-=':;. -: :: ··-·~;::;;,.._---- ,-: ..... ~ -~I ~ ::! SCALE AS SHOWN ~ -20 DRAWING TITLE wL~ -24 w -24 -28 ..______, -28 '------' .1000 -750 -500 -250 250 500 750 1000 -1000 -750 -500 -250 250 500 750 1000 DREDGE SECTIONS - AREA 4 DISTANCE IN FEET DISTANCE IN FEET 0 400' 800' 1,600' i------iA GRAPHIC SCALE 22X34: 1" = 400' 11X1 7: 1" = 800' C-11 VERT. SCA LE: 1" = 200' (22x34) VERT. SCALE: 1" = 400' ( 11X17) SHEET 11 OF 18 2 3 4 5 6 7 8 4 5 8 ...... - DMMA BV-52 APPROX. CAPACITY= 216,000 CY - H TAYLOR ENG-INEERING INC. 10199 SOUTHSIDE BLVD SUITE 310 JACKSONVILLE, FLORIDA 32256 EXISTING 42" l!I HOPE PIPE DtSCHARClE POINT FOR DREOClED MATERIAL DE-WATERING EfflUEHf El08T1NG &I" 8TEEl. CASING PIPE WITH 42"11DPE CMRlER PIPE BENEATH U.S. 1 F -·· -r··;·····---·---···---' 1------l E E DREDGE PIPELINE ROUTE EXISTING Oft / BMIN AREA _/ ~ D D .... ,,, z 0 ,,,in :i Q'.l ::>,,, ,,, z Q ~ c c 0: w 2 0z PROJECT NO C2016-029 DATE 9/4/18 DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP SCALE AS SHOWN DRAW1NG TITLE BV-52 DMMA SITE PLAN AERIAL REFERENCE: FOOT, 2015 0 80' 160' 320' GRAPHIC SCALE C-12 22X34: 1" = 80' 11X17: 1" = 160' SHEET 12 OF 16 8 2 3 3 4 5 6 7 8 2 .. .. - - H 36 - H - 34 TAYLOR ENGINEERING INC. 10199 SOUTHSIDE BLVD SUITE 310 30 28 26 ~ 24 1 ' I ;:. SEE PROJECT SPECIFICATIONS FOR MAXIMUM PONDING G DEPlli.J'REEBOARD REQUIREMENTS, DIKE DAILV tu 22 i :±' IN~PECTION . AND OTHERIOPE~ATIONAL REOUIREME TS ;'; z 20 ~ 18 w~ 16 BASIN AREA 14 12 F 10 + sL-.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ o 20 ~ ~ ~ ~ rn ~ 1 ~ 1~ ~ = = - ma m ~ - • - = - - - aw - ~ • • - • ~ ~ ~ m ~ ™™~~•~~am - ~ ~ moom20 1~ ~ DISTANCE IN FEET SECTION-A BREVARD COUNTY, FLORIDA 22x34 1" = 50' 50' 100' 11x17 1" = 100' V-SCALE 1" = 5' (22X34) V~SCALE 1" = 10' ( 11X17) E Call®before you dig. D 34 "'z 0 ;;; 32 "'::;! 30 iil"' "'z 28 r lI 0 r ;;; c 26 r ~ ~ c 0: 1l t I 24 ~ l~ J_ "- 22 r- +------J tu w :±' T + I z ;'; 20 ---,--+ r 0 l N ~ 18 I- :; l 0z ;> I t 16 .. -+- ~ t1 PROJECT NO C201 8.029 1 DATE 9/4/18 14 + + ' DESIGNED JTA l 12 I- - DRAWN CAS CHECKED RLJ 10 REVIEWED JP SCALE AS SHOWN DRAWING TITLE 20 40 60 80 100 120 140 160 180 200 220 240 260 280 •=~------~----~--~~~m~™™~DISTANCE IN FEET BV-52 DMMA CROSS-SECTIONS i-~~~~~~~~~~~~ A 11x17 1" = 100' V-SCALE 1" =5 ' (22X34) V-SCALE 1" =10' (1 1X17) C-13 SHEET 13 OF 18 8 2 3 4 5 6 7 2 3 4 5 6 7 8 ... .. '" - H - H TAYLOR ENG-INEERING INC. 10199 SOUTHSIDE BLVD SUITE 310 JACKSONVILLE. FLORIDA 32256 (904)-731-7040 36 1800 2ND STREET ALUMINUM WALKWAY SUITE 881 34 EARTHEN DIKE SARASOTA, FLORIDA 34236 32 (941 ) 702-58 i . 30 STEEL BOX WEIR - C 680 700 DISTNICE IN FEET E EXISTING WEIR PIPELINE FOR DEWATERED EFFLUENT DISCHARGE (PROFILE VIEW) i------l E 22x3'4 1M::: 30' 30' 60' Call®before you dig. 1 tx17 1 ~ =60' D ~ D "'z 0u; ROUTE DREDGE DISCHARGE PIPELINE TO OMMA US HIGHWAY 1 ~ 24 BASIN AREA,(SEE PLAN VIEW, SHEET C-12 APPROXIMATE ::> EXISTING CONCRETE COLLAR EXISTING GRADE "' ~-_Ji~ir..--1----:------', 22 "'~ ...... ---- u; c c ~ EXISTING 24"0 HOPE Cl\SING PIPE 0: EXISTING 24"0 STEEL CASING PIPE TO DREDGE R 100' wz 0 ------~------'\ - - N ' HOPE FLANGE CONNECTION I I I I ~ INSERT DREDGE DISCHARGE PIPELINE PROJECT NO C2018-029 REMOVE AFTER DREDGING i------+------DATE 9f4/ 18 -l B WATERWAY DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP 2 ~------~ SCALE ASSHOIMI -20 20 40 60 100 120 140 160 180 200 240 260 DISTANCE IN FEET DRAWING TITLE DMMA PI PELINE PROFILES 24-IN DIA CASING PIPE BENEATH US HIGHWAY 1 FOR DREDGE DISCHARGE PI PE (PROF ILE VIEW) i------iA 22x34 1M= 20' 20' 40' 11x17 1" =40' C-14 SHEET 14 OF 18 2 3 4 5 6 7 8 4 5 6 7 8 2 3 .. .. - - H H - TAYLOR ENGINEERING- INC. 10199 SOUTHSIDE BLVD SUITE 310 AREA1A G F • - • - • - . - • - . - I · - ·1 - • - . - • - • - • - • - • - • - • - • - • - • - . - . - . - ...- . - .- .- .- .- ·r.- .r. - .- . ~ ; ; INDIAN RIVER LAGOON UCK DREDGING ADJACENT CON1RAC'RlR 8HAU. Pl.ACE PFEIJNE - PROP08ED PFEIJNE ROUTE FOR TO THE EAU GALLIE RIVER EQl.W. DISTANCE llElWEEN BRIDGE llENT8 INDMDUALDAEDGE NENI (TYP) /HJ lllamlO!IHJAHCHOR Pl'!IJN! TO BREVARD COUNTY, FLORIDA llOTTOM llENEATH IRIDGEIHJA-* I OF 80 FEET EITHER 8111! OF llUDOE L PROP08ED Pl'EUNE ROUTE LOCATE-* 100' FROM WEST EDGE OF CIMNN!L (TYP) ~ 1'1-.NO lllllTANC:eN'PROX.U IAD E AREA2 - ~ UlllT8 (TYP) Call®before you dig. ~ D D (/)z 0 iii (/) ~ ~ (/)z Q ~ c 0: wz 2 0z PROJECT NO C2018-029 1--DATE---+------914118 --1 B DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP SCALE AS SHOWN DRA\IVING TITLE DREDGE PIPELINE PLAN AERIAL REFERENCE: FOOT, 2015 - A o 400' 800' i~ miiiil-----~~--- C-15 J GRAPHIC SCALE 22X34: 1" = 400' SHEET 15 OF 18 ~ 11X1 7: 1" = 800' ~ 8 2 2 3 4 5 6 7 8 ., ..., - H - H TAYLOR ENG-INEERING INC. 10199 SOUTHSIDE BLVD SUITE 310 JACKSONVILLE. FLORIDA 32256 SEAL G ....,,, l .••~· · ···· ...... '···,c ....~ ..•• 'v ~ *: . - ~ { CA ~L~-i~ j ft~ -:. -0 •• TATE OF i.J.J:: KEl°$A OHT p .E~ 58084 .. _..,,_ ::: I . . ~ .. PRoJE9,~ ~ ·· ••'- 0 R \ •• ·:s r.>.,... ~, ''S ······· <(:.."'-- ,~ ' ' 11,SJONP..'-- \,,, INDIAN RI''''"'VER LAGOON"'''\ / UCK DREDGING ADJACENT CDHTMCTCRIHALl. PlACEPl'IUNE - TO THE EAU GALLIE RIVER l!QUllL DllTNICE llE1W!!H lllllDCI! ll!NTI NG.... NGNICHCRPl'ELIE TO BREVARD COUNTY, FLORIDA llOTTOM llNl!AlH lllllDCl!NGA-.i C1F IO FEET BTHER-CIF-- i------1 E Ca111lSlbefore you dig. D Cl) i5 iii ::J~ Cl) zCl) 0 iii c c ~ "' w 2 PROJECT NO C2018-029 DATE 914/ 18 i------+------< B DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP SCALE AS SHO\NN DRAWNG TITLE AERIAL REFERENCE: FOOT. 2015 DREDGE PIPELINE PLAN 0 A o 400' 800' i------1 A ~ __ -..~~--~-- ~ ...... GRAPHIC SCALE :j C-16 ~ 22X34: 1" = 400' ~ 11X17: 1" = 800' SHEET 16 OF 18 5 ~+------,,..------..------""'T'"------r------.,..------.------,.------8------+------t-- 5 6 7 8 2 3 4 ...... - - H H - TAYLOR ENGINEERING- INC. 10199 SOUTHSIDE BLVD SUITE 310 JACKSONVILLE, FLORIDA 32256 G ------______.1______------F ·-·- ·-·-·- ·- ·-·-·-;-·-·-·-·- ·- ·-·-·- ·-·-·-·-·-·-·-·-·- ·-·-·-·-·- ·- ·- ·-·r·-·-·-·- INDIAN RIVER LAGOON UCK DREDGING ADJACENT - PROPOllED PFEIJNE ROU1E TO THE EAU GALLIE RIVER LOCATI! -.i100' PROM WEST l!DOI! Of' CIWINEL (TYP) BREVARD COUNTY, FLORIDA awcMM DISTANCE IA28 ' PIM'llG APPAOX. I.I ' ' t------~E E \ ' Gall®before you dig. \ \ \ \ ~ D D \ 'I I c w z 2 SEAGRASSES. 2016 • SEAGRASSES 2015 DREDGE PIPELINE PLAN AERIAL REFERENCE FOOT. 2015 1------lA A o 400' 800' GRAPHIC SCALE C-17 22X34: 1" = 400' SHEET 17 OF 18 11X17: 1" = 800' 6 7 2 3 4 5 6 7 8 ...... GALVANIZED #24 TOP LOAD LINE ... .. EROSION CONTROL NOTES: SAFETY HOOK 5/16 VINYL COATED STRESS PLATE CABLE - PVC WATER (TO REMOVE - THE CONTRACTOR SHALL IMPLEMENT ANO MAINTAIN EROSION CONTROL MEASURES AS NECESSARY TO FLOATATION - SLOT-CONNEC TOR SEAL PRESSURE - H COMPLY WITH ALL FEDERAL, STATE. ANO LOCAL REGULATIONS ANO COMPLY WITH STATE WATER QUALITY 18 (OR 22) OZ VINYL FROM FLOATS) - H CRITERIA FOR STORMWATER DISCHARGE. EROSION CONTROL MEASURES INCLUDE BlfT ARE NOT LIMITED COVERED NYLON - TO TURBIDITY SCREENS, MULCHING. HAY BALES , AND SILT FENCE. IF A WATER QUALITY VIOLATION OCCURS, - THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RES ULT TAYLOR ENGIN- EERING INC. INCLUDING LEGAL FEES, CONSTRUCTION COSTS, AND FINES. 10199 SOlfTHSIDE BLVD 2. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE ENTIRE DURATION OF THE PROJECT. SUITE 310 3. EROSION CONTROL MEASURES SHALL BE PLACED TO CONTAIN ALL POINTS OF DISCHARGE TO SURFACE WATERS OR WETLANDS INCLUOING CURB INLETS , DITCH BOTTOM INLETS, DITCHES , AND DOWNSTREAM PORTIONS OF STREAMS AND TIDAL WATERS AOJACENT TO CONSTRUCTION ' 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A NPDES DEPTH ACCORDING PERMIT TO FOEP. 1. SET POSTS ANO 2. STAPLE WIRE TO NEED EXCAVATE A 8"lc 4" FENCING TO G 5. THE CONTRACTOR SHALL WRAP STORM GRATES IN FILTER FABRIC TO PREVENT SEDIMENTATION OF THE TRENCH UPSLOPE THE POSTS. STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER FABRIC UNTIL THE ASPHALT/CONCRETE ALONG THE LINE OF PAVEMENT IS PLACED. POSTS STRESS BAND 5/16 IN. CHAIN 6. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT BALLAST & LOAD LINE CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STRESS PLATE STABILIZED 7, SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT TYPICAL TURBIDITY CURTAIN DETAIL LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. NOT TO SCALE MOORING BUOY CROWN BUOY BOOM F 3. ATTACH THE FILTER FABRIC TO THE WIRE WATER LEVEL FENCE AND EXTEND IT INTO THE TRENCH STAKED AND ENTRENCHED SILT CURTAIN STRAW BALE BREVARD COUNTY. FLORIDA BINDING WIRE COMPACTED SDIL ORTWINE TO PREVENT PIPING ROPE E FILTERED RUNOFF SEDIMENT EXTENSION OF FABRIC ROPE LADEN ANO WIRE INTO THE RUNOFF TRENCH. Gall®before you dig. CURTA IN WEIGHT CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE CONSTRUCTION CHAIN D ~ D STAKED HAY BALE DETAILS FOR SILT FENCES / eoTioM SEDIMENT / NOTTO SCALE NOT TO SCALE TYPICAL TURBIDITY CURTAIN PLACEMENT DETAIL NOTTO SCALE PRINCIPLE POST POULTRY MESH (20. GA. MIN.) POSITION (CANTED OR TYPE A FENCE FABRIC 20" TOWARD FLOW) (INDEX NO. 452 & SEC. 985 F.D.O.T. SPEC.) POST (OPTIONS: 4" X PRINCIPLE POST POST (OPTIONS· TX 4" 4" OR 3" MIN. DIA. POSITION (CANTED OR :zll MIN. DIA. WOOD; WOOD: STEEL 1.33 20• TOWARD FLOW) LBS/FT. MIN.) STEEL 1.33 LBS/FT MIN) OPTIONAL POST c POSITIONS POUL TRY MESH OR TYPE A FENCE FABRIC J'OR FILTER FABRIC (IN GREATER FILTER FABRIC CONFORMANCE I WITH SEC . 985 F.0.0.T. SPEC) FILTER FABRIC (IN CONFORMANCE WITH I T w SEC, 985 F 0 O.T SPEC.) SECTION ELEVATION ELEVATION SECTION LOOSE SOIL PLACED BY SHOVEL AND LOOSE SDIL PLACED BY SHOVEL ANO 2 LIGHTLY COMPACTED ALONG THE UPSTREAM LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES. EDGE OF BALES 0z PLAN PLAN TY'PE tu SILT FENCE TYPE IV SILT FENCE PROJEC T NO C20 18·029 t---DATE - --+-9141---18 - --- -< B ______,, DESIGNED JTA DRAWN CAS CHECKED RU REVIEWED JP ~"~~ SCALE AS SHOWN ANCHOR LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. DRAWING TITLE TYPE Ill OR TYPE IV SILT FENCE TYPE IV SILT FENCE ANCHOR TOP BALES TO LOWER BALES WITH 2 ·TX 2" X 4' STAKES PER BALE. ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE PROTECTION AROUND DITCH TYPE 111 SILT FENCE EROSION AND SEDIMENT BOTTOM INLETS. ELEVATION ELEVATION TYPE Ill OR TYPE !VSILT FENCE DITCH INSTALLATION ANO SPACING FOR TYPE Ill & TYPE IV FENCE TO BE IN ACCORDANCE WITH SHEET 1 CONTROL DETAILS APPLICATION AND SPACING OF TYPES I & II HAY BALE BARRIERS SHELL BE IN ACCORDANCE WITH SHEET 1 OF 3, F.0.0 T. INDEX NO 102 OF 3. F D Q.T. INDEX NO 102 A 00 NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES . SILT FENCES ARE TO BE USED AT UPLAND t------lA LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. TYPE II TYPE I SILT FENCE TYPE Ill & IV HAY BARRIERS TYPE I & II C-18 NOTTO SCALE NOTTO SCALE SHEET 18 OF 18 2 3 4 5 6 7 8