15-Appendix B - Environmental Permits.pdf

PDF 16 MB Posted Sep 3, 2025

Attached to: Sector 5 Hurricanes Ian and Nicole Beach and Dune Restoration Project
Solicitation number: 2025060
Issued by: Indian River County, Florida

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Written by GovTribe AI · Sep 3, 2025

This document is a Department of the Army Permit issued to Indian River County, Florida, by the U.S. Army Corps of Engineers for a beach restoration and erosion control project. The permit authorizes the placement of 155,000 cubic yards of beach quality sand along a 3.1-mile stretch of Atlantic Ocean shoreline between FDEP Reference Monuments R-70 and R-86, with work to be completed by March 26, 2034. The project involves creating a specific beach template with dune crest elevations ranging from +13.0 to +15.0 feet NAVD, including a narrow berm and carefully designed slope gradients. Sand placement is permitted at a frequency of no greater than every two years for the duration of the permit.

The permit specifies strict environmental and technical requirements, including the use of beach-compatible sand that meets Florida Administrative Code standards. The project is part of a broader beach and dune restoration effort in Indian River County, specifically addressing an area of critical erosion. The permit requires coordination with multiple federal and state agencies, including the U.S. Army Corps of Engineers, U.S. Fish and Wildlife Service, NOAA National Marine Fisheries Service, and the Florida Department of Environmental Protection. Detailed reporting, archaeological and historical preservation protocols, and environmental monitoring are key components of the permit conditions.

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DEPARTMENT OF THE ARMY PERMIT

Permittee: Indian River County, Public Works

Attn: Rich Szpyrka 1801 27th Street, Building A Vero Beach, Florida 32960

Permit No: SAJ-2018-01171(SP-AWP)

Issuing Office: U.S. Army Engineer District, Jacksonville

NOTE: The term "you" and its derivatives, as used in this permit, means the Permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer.

You are authorized to perform work in accordance with the terms and conditions specified below.

Project Description: The placement of 155,000 cubic yards (cy) of beach quality sand by truck haul to restore and maintain the area of critical erosion along Sector 5. A total of 2,700 cy of beach quality sand is proposed to be placed below the mean high water line (MHWL). The fill below the MHWL would span 2.59 acres.

The template consists of a flat dune crest extending from the existing upland grade at elevation +15.0 feet NAVD for R-70 to R-82, (transition from +15.0 to +14.0 located between R-82 and R-83), +14.0 feet NAVD for R-83 to R-84, (transition from +14.0 to +13.0 located between R-84 and R-85), and +13.0 feet NAVD for R-85 to R-86, or at the elevation to match an existing backshore structure (i.e. seawall). If necessary, the landward side of the constructed dune crest is to slope down no steeper than 1V:5H to meet with the existing grade. The template’s dune crest width is typically 11 to 25 feet, and averages 18 feet wide (relative to November 2017 condition). From the seaward edge of the constructed dune crest, the template slopes down at 1V:3H to +8.0 feet NAVD. The template includes a narrow flat berm at +8.0 feet NAVD that is typically 12 to 18 feet wide, and averages 17 feet wide. From the seaward edge of the berm, the template slopes down at 1V:8H until intersecting with the existing profile. The intersection elevation varies due to the beach shape at individual profiles, but typically intersects near mean high water (+0.6 feet NAVD). The work described above is to be completed in accordance with the 11 attachments affixed at the end of this permit instrument.

Project Location: The project site is located along the shoreline of the Atlantic Ocean beginning at Mariner Beach Lane, Florida Department of Environmental Protection (FDEP) Range Monument (R-70), and extends south to Bay Oak Lane within the City of

PERMIT NUMBER: SAJ-2018-01171(SP-AWP)

PERMITTEE: Indian River County

Vero Beach (R-86). The project limits are referred to as Indian River County - Sector 5.

The project is located in Sections 19, 20, 29, and 32, Township 32 South, Range 40 East, and Section 5, Township 33 South, Range 40 East, Indian River County, Florida.

Directions to site: From I-95 in Florida, take exit 147 for FL-60. Turn onto FL-60 E (West Vero Corridor) toward Vero Beach. Travel 8.6 miles. Turn left onto lndrio River Road. Travel 1.0 mile. Turn right onto SR-60 E (Merrill P Barber Bridge).

Travel 1.0 mile. Continue onto Beach land Blvd. Travel 0.7 miles to Ocean Drive. The Sexton Plaza parking lot is located on the eastern side of the intersection of Beachland Blvd and Ocean Drive. Sexton Plaza is located just south of the midpoint of the project at R-81.5.

Approximate Central Coordinates: Latitude: 27.6625° North

Longitude: 80.3583° West

Permit Conditions

General Conditions:

1. The time limit for completing the work authorized ends on March 26, 2034. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit, you must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization.

5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions.

6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

Special Conditions:

1. Reporting Address: All reports, documentation, Notice to Proceed, and correspondence required by the conditions of this permit, including any reports required by the FDEP permit number 0363427-001-JC (Attachment 2) shall be submitted to the following addresses and/or email:

U.S. Army Corps of Engineers Regulatory Division Enforcement Section Jacksonville, Fl 32232

For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB)

USFWS Southeast Regional Office, Habitat Conservation 1339 20th Street NOAA, National Marine Fisheries Service Vero Beach, Fl 32960 263 13th Avenue South

St. Petersburg, Florida 33701

The Permittee shall reference this permit number, SAJ-2018-01171(SP-AWP), on all submittals.

2. Before the commencement of sand placement, the County Attorney or designee will brief the designated construction supervisor and On-site Representative about the stop work procedures, and applicable Federal, state, and local laws pertaining to the discovery of human remains and archaeological materials. The Permittee will provide minutes of this briefing with the notice of commencement required in Special Condition number 4.

3. The attached Specific Conditions of Water Quality Certification/Permit number 0363427-001-JC dated February 1, 2019, issued by the FDEP (Attachment 2), are hereby incorporated in this Department of the Army (DA) permit. The Permittee agrees mailto:SAJ-RD-Enforcement@usace.army.mil that should the above referenced State permit be modified in any way the Permittee will apply to the Corps for a modification to this permit instrument.

4. Commencement Notification: Within 10 days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit. The Permittee shall also provide the briefing minutes required in Special Condition 2.

Beach fill

5. Based on the beach profile survey conducted in November 2017, the Permittee shall place +/-155,000 cubic yards of beach quality sand within the permitted template along

3.1 linear miles of Atlantic Ocean shoreline between FDEP Reference Monuments R-70 and R-86 at a frequency no greater than every two (2) years for the duration of the permit. The volume may vary based on updated profile survey of the beach in accordance with Special Condition No. 24 of the FDEP permit (0363427-001-JC). The varying volume of material shall maintain the project design intent to not impact nearshore hardbottom. The beach template consists of a flat dune crest extending from the existing upland grade at elevation +15.0 feet NAVD for R-70 to R-82, (transition from +15.0 to +14.0 located between R-82 and R-83), +14.0 feet NAVD for R-83 to R- 84, (transition from +14.0 to +13.0 located between R-84 and R-85), and +13.0 feet NAVD for R-85 to R-86, or at the elevation to match an existing backshore structure (i.e.

seawall). If necessary, the landward side of the constructed dune crest is to slope down no steeper than 1V:5H to meet with the existing grade. The template’s dune crest width is typically 11 to 25 feet, and averages 18 feet wide (relative to November 2017 condition). From the seaward edge of the constructed dune crest, the template slopes down at 1V:3H to +8.0 feet NAVD. The template includes a narrow flat berm at +8.0 feet NAVD that is typically 12 to 18 feet wide, and averages 17 feet wide. From the seaward edge of the berm, the template slopes down at 1V:8H until intersecting with the existing profile. The intersection elevation varies due to the beach shape at individual profiles, but typically intersects near mean high water (+0.6 feet NAVD).

6. The Permittee agrees to utilize only beach compatible sand which meets the standards under the Florida Administrative Code rule 62B-41.007(2)(j) for placement within the project. Florida Administrative Code rule 62B-41.007(2)(j) states: To protect the environmental functions of Florida’s beaches, only beach compatible fill shall be placed on the beach or in any associated dune system. Beach compatible fill is material that maintains the general character and functionality of the material occurring on the beach and in the adjacent dune and coastal system. Such material shall be predominately of carbonate, quartz or similar material with a particle size distribution ranging between 0.062mm (4.0<) and 4.76mm (-2.25<) (classified as sand by either the Unified Soils or the Wentworth classification), shall be similar in color and grain size distribution (sand grain frequency, mean and median grain size and sorting coefficient) to the material in the existing coastal system at the disposal site and shall not contain:

1. Greater than 5 percent, by weight, silt, clay or colloids passing the #230 sieve (4.0<);

2. Greater than 5 percent, by weight, fine gravel retained on the #4 sieve (-2.25<);

3. Coarse gravel, cobbles or material retained on the 3/4 inch sieve in a percentage or size greater than found on the native beach;

4. Construction debris, toxic material or other foreign matter; and

5. Not result in cementation of the beach.

If rocks or other non-specified materials appear on the surface of the filled beach in excess of 50% of background in any 10,000 square foot area, then surface rock should be removed from those areas. These areas shall also be tested for subsurface rock percentage and remediated as required. If the natural beach exceeds any of the limiting parameters listed above, then the fill material shall not exceed the naturally occurring level for that parameter.

Monitoring

7. The Permittee agrees all material placed on the beach face will be in compliance with FDEP permit and FDEP-approved Sediment QA/QC Plan dated August 30, 2018, Attachment 3.

8. The Permittee shall survey the beach profiles in accordance with the attached Physical Monitoring Plan dated April 12, 2018, Attachment 4.

9. The Permittee shall monitor the nearshore hardbottom in accordance with the attached Hardbottom Biological Monitoring Plan dated September 2018, Attachment 5.

10. The Permittee agrees to provide the engineering monitoring report and the monitoring data to the Corps within 90 days of completion of each report and survey.

11. The Permittee agrees that should the monitoring or survey data indicate that a net loss of nearshore hardbottom habitat has occurred as a result of the project the Permittee shall notify the Corps via a request for permit modification within 60 days of discovery of the impacts and propose a mitigation plan to offset the loss. The mitigation proposal will also include mitigation to compensate for the temporal loss of nearshore hardbottom habitat function associated with the additional impacts. The Corps reserves the right to fully evaluate, amend, and approve the compensatory mitigation proposal.

The mitigation shall be completed within sixty (60) days following approval of a mitigation plan.

Endangered and Threatened Species

12. Biological Opinion: This Corps permit does not authorize the Permittee to take an endangered species, in particular the loggerhead sea turtle, leatherback sea turtle, green sea turtle, hawksbill sea turtle, Kemp's ridley sea turtle, West Indian manatee, Johnson's seagrass, smalltooth sawfish, shortnose sturgeon, southeastern beach mouse or the piping plover. In order to legally take a listed species, the Permittee must have separate authorization under the Endangered Species Act (ESA) (e.g., an ESA Section 10 permit, or a BO under ESA Section 7, with “incidental take” provisions with which the Permittee must comply). The enclosed U.S. Fish and Wildlife Service (Service), Statewide Programmatic Biological Opinion (SPBO) dated March 13, 2015 (FWS 2015); and Programmatic Piping Plover Biological Opinion (P3BO) dated May 22, 2013 (FWS 2013) (Attachments 6 and 7) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with “incidental take” that is also specified in the BOs. Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BOs, which terms and conditions are incorporated by reference in this permit. Failure to comply with the terms and conditions associated with incidental take of the BOs, where a take of the listed species occurs, would constitute an unauthorized take, and it would also constitute non-compliance with this Corps permit. The Service is the appropriate authority to determine compliance with the terms and conditions of its BOs, and with the ESA.

13. South Atlantic Regional Biological Assessment (SARBA): The Permittee shall comply with the Project Design Criteria specified for beach placement actions. The SARBA and Appendix G “Loggerhead Critical Habitat” are provided as Attachment 8 of this permit.

14. Manatee Conditions: The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” provided in Attachment 9 of this permit.

15. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with National Marine Fisheries Service's “Sea Turtle and Smalltooth Sawfish Construction Conditions” dated March 23, 2006 and provided in Attachment 10 of this permit.

16. The Permittee shall replace any beach/dune vegetation inadvertently destroyed during construction with plants of the same species.

Cultural Resources/Historic Properties

17. Cultural Resources/Historic Properties:

a. No structure or work shall adversely affect, impact, or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the

NRHP.

b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the unlikely event that unmarked human remains are identified on non-federal lands, they will be treated in accordance with Section 872.05 Florida Statutes.

All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps.

As-Built

18. As-Builts: The Permittee shall conduct an as-built survey of the beach fill placement within 30 days of completion of the each beach fill event. The Permittee shall submit the as-built drawings of the authorized work and a completed As-Built Certification Form (Attachment 11) to the Corps within 90 days of completion of each event. The drawings shall be signed and sealed by a registered professional engineer and include the following:

a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed in the same scale as the attached permit drawings (8.5-inch by 11-inch). The drawing shall show all fill placement and dredging.

b. List any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the As-Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as-built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or As-Built Certification Form does not constitute approval of any deviations by the U.S. Army Corps of Engineers.

c. The Department of the Army Permit number.

d. Include pre- and post-construction aerial photographs of the project site, if available.

Further Information:

1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:

(X) Section 10 of the Rivers and Harbors Act of 1899

(33 U.S.C. 403).

(X) Section 404 of the Clean Water Act (33 U.S.C. 1344).

( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).

2. Limits of this authorization.

a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law.

b. This permit does not grant any property rights or exclusive privileges.

c. This permit does not authorize any injury to the property or rights of others.

d. This permit does not authorize interference with any existing or proposed

Federal projects.

3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following:

a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes.

b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest.

c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit.

d. Design or construction deficiencies associated with the permitted work.

e. Damage claims associated with any future modification, suspension, or revocation of this permit.

4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided.

5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following:

a. You fail to comply with the terms and conditions of this permit.

b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above).

for

April 2, 2019

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.

(TRANSFEREE-SIGNATURE) (DATE)

(NAME-PRINTED)

(ADDRESS)

(CITY, STATE, AND ZIP CODE)

Attachments to Department of the Army Permit Number SAJ-2018-01171(IP-AWP)

1. PERMIT DRAWINGS: 15 pages, dated April 12, 2018

2. WATER QUALITY CERTIFICATION: Specific Conditions of the water quality permit/certification in accordance with General Condition number 5 on page 2 of this DA permit. 40 pages.

3. QA/QC plan Monitoring Plan: 6 pages

4. Physical Monitoring Plan: 3 pages

5. Hardbottom Biological Monitoring Plan: 14 pages

6. USFWS Biological Opinion – SPBO: 193 pages

7. USFWS Biological Opinion – P3BO: 64 pages

8. South Atlantic Regional Biological Assessment (SARBA) – 111 pages

9. Standard Manatee Conditions for In-Water Work - 2011: 2 pages

10. Sea Turtle and Smalltooth Sawfish Construction Conditions dated March 23, 2006:

1 page

11. As-Built Certification Form: 2 pages

This item has been digitally signed and sealed by William L. Reilly, PE on April 12, 2018 using a Digital Signature.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

william.reilly William L. Reilly, PE

Digital Signature.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

Digital Signature.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

Digital Signature.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

Digital Signature.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

TITLE:

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

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C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

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MLW = -2.8' NAVD

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AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 0+58.7

AutoCAD SHX Text

RNG 0+97.7

AutoCAD SHX Text

RNG 0+79.7

AutoCAD SHX Text

RNG 1+52.9

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 1+37.0

AutoCAD SHX Text

RNG 1+70.0

AutoCAD SHX Text

RNG 1+58.0

AutoCAD SHX Text

RNG 2+29.6

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 7 of 15 of 15

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text R-74

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text R-75

AutoCAD SHX Text

RNG 0+57.9

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 0+78.9

AutoCAD SHX Text

RNG 1+38.9

AutoCAD SHX Text

RNG 1+06.9

AutoCAD SHX Text

RNG 0+74.6

AutoCAD SHX Text

RNG 1+67.4

AutoCAD SHX Text

RNG 0+53.6

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 0+92.6

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 8 of 15 of 15

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text R-76

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text R-77

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 0+72.1

AutoCAD SHX Text

RNG 1+62.7

AutoCAD SHX Text

RNG 0+51.1

AutoCAD SHX Text

RNG 0+86.1

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

RNG 4+24.5

AutoCAD SHX Text

RNG 5+02.5

AutoCAD SHX Text

RNG 4+42.5

AutoCAD SHX Text

RNG 4+03.5

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

SEE NOTE 4

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 9 of 15 of 15

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text R-78

AutoCAD SHX Text T-79

AutoCAD SHX Text

RNG 0+99.4

AutoCAD SHX Text

RNG 1+76.6

AutoCAD SHX Text

RNG 0+78.4

AutoCAD SHX Text

RNG 1+13.4

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 0+95.6

AutoCAD SHX Text

RNG 1+95.6

AutoCAD SHX Text

RNG 0+74.6

AutoCAD SHX Text

RNG 1+15.6

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

SEE NOTE 4

AutoCAD SHX Text

SEE NOTE 4

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 10 of 15 of 15

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -100

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text -50

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text R-80

AutoCAD SHX Text R-81

AutoCAD SHX Text

RNG 1+26.4

AutoCAD SHX Text

RNG 2+12.1

AutoCAD SHX Text

RNG 1+05.4

AutoCAD SHX Text

RNG 1+38.4

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

RNG 5+05.1

AutoCAD SHX Text

RNG 4+22.7

AutoCAD SHX Text

RNG 4+01.7

AutoCAD SHX Text

RNG 4+34.7

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

PEP REEF

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 11 of 15 of 15

C:\Users\gary.krystyniak\temp cad back-up\AcPublish_9700\636208650P_XS.dwg - Mar 23, 2018 @ 11:36am - gary.krystyniak

INDIAN RIVER COUNTY, FL

SECTOR 5 BEACH AND DUNE RESTORATION PROJECT

CROSS SECTIONS

2481 N.W. BOCA RATON BOULEVARD

BOCA RATON, FLORIDA 33431

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. FL. #4028

Aptim Environmental & Infrastructure, Inc.

This item has been digitally signed and sealed by

W illiam

L. R eilly, PE on April 12, 2018 using a

D igital Signature.

Printed copies of this docum ent are not considered signed and sealed and the SH A authentication code m ust be verified on any electronic copies.

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text R-83

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text R-82

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text

ELEVATION (FEET-NAVD)

AutoCAD SHX Text

DISTANCE FROM MONUMENT (FEET)

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

NOVEMBER 2017 FILL TEMPLATE EQUILIBRATED FILL TEMPLATE

AutoCAD SHX Text

MHW = +0.6' NAVD

AutoCAD SHX Text

MLW = -2.8' NAVD

AutoCAD SHX Text

RNG 2+70.5

AutoCAD SHX Text

RNG 2+91.5

AutoCAD SHX Text

RNG 3+52.6

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 3+11.5

AutoCAD SHX Text

RNG 4+62.8

AutoCAD SHX Text

EL. +8.0'

AutoCAD SHX Text

RNG 3+85.6

AutoCAD SHX Text

RNG 3+53.6

AutoCAD SHX Text

RNG 3+71.6

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

2017 LANDWARD EDGE OF HARBOTTOM

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

(APPROX.)

AutoCAD SHX Text

EL. +15.0', OR MATCH EXISTING

AutoCAD SHX Text

EL. +14.0', OR MATCH EXISTING

AutoCAD SHX Text

PEP REEF

AutoCAD SHX Text

PROFILE IS BETWEEN PEP REEF STRUCTURES

AutoCAD SHX Text 3/6/18

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 636208650

AutoCAD SHX Text

NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY

AutoCAD SHX Text WILLIAM L. REILLY P.E. No. 69050

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

COMM NO.:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12 of 15 of 15

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