USACE_Permit.pdf

South Atlantic Division Jacksonville District North Permits Branch Cocoa Section

SAJ-2025-01042 (GP-ALD)

Kevin Cowper City of New Smyrna Beach 210 Sams Ave New Smyrna Beach, FL 32168 Sent via email: kcowper@cityofnsb.com

Dear Mr. Cowper, The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit. Your application was assigned file number SAJ-2025-01042. A review of the information and drawings provided indicates that the proposed work is for construction of a new dock and boat lift for the police department. Construction includes:

1. Installation of one approximately 655 SF dock

a. Installation of eighteen (18) 12" concrete piles and twenty (20) 12" timber piles installed by jetting or impact hammer

2. Installation of one covered boat lift within the terminal platform

a. Installation of four 14" concrete piles installed via jetting or impact hammer

3. No more than one boat slip

The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403). The project is located in the Indian River Lagoon at 160-170 North Causeway, in Section 17, Township 34 South, Range 17 East, New Smyrna Beach, Volusia County, Florida.

Latitude: 29.030224°, Longitude: -80.91842°.

This letter verifies your project, as described above and depicted on the enclosed drawings, is authorized by Regional General Permit (RGP) SAJ-20 and any subsequent modifications, if applicable. This RGP authorization is valid until March 28, 2028.

Please access the Corps' Jacksonville District Regulatory Division Source Book webpage to view the special and general conditions for SAJ-20, which apply specifically to this authorization. The Internet URL address is:

http://www.saj.usace.army.mil/Missions/Regulatory.aspx. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above.

DEPARTMENT OF THE ARMY

CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

400 HIGH POINT DRIVE, SUITE 600

COCOA, FLORIDA 32926-6630

August 26, 2025

REPLY TO

ATTENTION OF

mailto:kcowper@cityofnsb.com http://www.saj.usace.army.mil/Missions/Regulatory.aspx

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Once there select “Source Book”; and, then select “General Permits.” Then you will need to select the specific SAJ permit noted above.

General Conditions (33 CFR PART 320-330):

1. The time limit for completing the authorized work ends of March 28, 2028.

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 of 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 of the new owner on the transfer form attached to this letter and forward a copy 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.

6. You must allow a representative 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.

Project Specific Special Conditions:

1. Reporting Address: The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses:

a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

The Permittee shall reference this permit number, SAJ-2025-01042 (GP-ALD), on all submittals.

mailto:SAJ-RD-Enforcement@usace.army.mil

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3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the ENG Form 6285, “Certification of Compliance with Department of Army Permit” (located at https://www.publications.usace.army.mil/Portals/76/Eng_Form_6285_2024%20Dec%20 FINAL.pdf) and submit it to the Corps.

4. 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 permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333 and the Corps, of the observations within the same business day (8 hours).

Examples of submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidence of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions. Project activities shall not resume without verbal and/or written authorization from the Corps.

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 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 Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. 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 SHPO and from the Corps.

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6285_2024%20Dec%20FINAL.pdf https://www.publications.usace.army.mil/Portals/76/Eng_Form_6285_2024%20Dec%20FINAL.pdf

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5. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained daily until the authorized work has been completed and turbidity within the construction area has returned to ambient levels. Turbidity barriers shall be removed upon stabilization of the work area.

6. Jacksonville District Programmatic Biological Opinion (JAXBO): Structures and activities authorized under this permit will be constructed and operated in accordance with all applicable PDCs contained in the JAXBO, based on the permitted activity. Johnson’s seagrass and its critical habitat were delisted from the Endangered Species Act on May 16, 2022. Therefore, JAXBO PDCs required to minimize adverse effects to Johnson’s seagrass and its critical habitat are no longer applicable to any project. Failure to comply with applicable PDCs will constitute noncompliance with this permit. In addition, failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take. The NMFS is the appropriate authority to determine compliance with the Endangered Species Act. The most current version of JAXBO can be accessed at the Jacksonville District Regulatory Division website in the Endangered Species section of the Sourcebook located at:

http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx

JAXBO may be subject to revision at any time. The most recent version of the JAXBO must be utilized during the design and construction of the permitted work.

7. Piling Installation: Per JAXBO PDC S2 “In-Water Noise from Pile and Sheet Pile Installation”, the permittee must limit piling installation to daylight hours only. The permittee is limited to a maximum of 10 piles installed per day, if installed by impact hammer.

8. Protected Species – West Indian Manatee: The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011”. The most recent version of the Manatee Conditions must be utilized. The conditions are provided as an attachment to this permit.

9. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx

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10. Regulatory Agency Changes: Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee’s responsibility to request a modification of this permit from the Cocoa Regulatory Office.

This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec.

379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code.

With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required.

Thank you for your cooperation with our permit program. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. Should you have any questions related to this RGP verification or have issues accessing the documents reference in this letter, please contact Alexi Depp at the letterhead address, by telephone at 321-666-1244, or by email at alexi.l.depp@usace.army.mil.

Sincerely, Alexi Depp Project Manager, Cocoa Section

Enclosures:

Permit Transfer Request Manatee Conditions Project Designs mailto:alexi.l.depp@usace.army.mil

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CC: Vijay Sagiri (Dredging & Marine Consultants LLC) vsagiri@dmces.com mailto:vsagiri@dmces.com

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DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER: SAJ-2025-01042 (GP-ALD)

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. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or by electronic mail at saj-rd-enforcement@usace.army.mil.

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

__________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation.

Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/ or injury should also be reported to the U.S. Fish and Wildlife Service in Gainesville (1-352-448-9151), and emailed to FWC at ImperiledSpecies@myFWC.com.

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8½ " by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at:

https://myfwc.com/wildlifehabitats/wildlife/manatee/education-for-marinas/. Questions concerning these signs can be forwarded to the email address listed above.

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FLORIDA

Port Orange, FL 32129 Unit 302 4643 S. Clyde Morris BlvdDredging & Marine Consultants

ENGINEERS SCIENTISTS

Phone:(386) 304-6505 Fax:(386) 304-6506 www.dmces.com

CURTIS N. TODD, P.E.

FLORIDA LICENSE No. 37136

ENGINEER CERTIFICATION:

I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE

STATE OF FLORIDA PRACTICING WITH DMC, DREDGING & MARINE

CONSULTANTS LLC, A CORPORATION, AUTHORIZED TO OPERATE AS AN

ENGINEERING BUSINESS, CERTIFICATE OF AUTHORIZATION # 9410, BY THE

STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL

REGULATION, AND THAT I, OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE

PREPARED OR APPROVED THE EVALUATIONS, FINDINGS, OPINIONS,

CALCULATIONS, CONCLUSIONS OR TECHNICAL ADVICE HEREBY REPRESENTED

BY THESE DRAWINGS.

NOTE TO CONTRACTOR:

THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY,

AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE OTHER. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE DRAWINGS AND

SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION

AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE

ALLOWANCES NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY,

OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY STATED

IN THE DRAWINGS OR PROJECT MANUAL.

IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF

RECORD (EOR) ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS

OF THE DRAWING AND SPECIFICATIONS PRIOR TO THE DEADLINE FOR BID

SUBMITTAL. NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR

ANY DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID OPENING.

ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS

OBLIGATED TO INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER

THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY

FOR THE BID PRICE.

REPRODUCTION SCALE:

THESE PLANS SHALL BE PRINTED IN COLOR AND

ARE SCALED TO ACCURATELY BE REPRODUCED ON

11X17 SIZED SHEETS. ALL OTHER SHEET SIZES ARE

NOT TO SCALE.

PROJECT LOCATION MAP

SECTION 17, TOWNSHIP 17 SOUTH, RANGE 34 EAST

CITY OF NEW SMYRNA BEACH

POLICE BOATHOUSE

APRIL 18, 2025

CONSTRUCTION DRAWINGS

VOLUSIA

COUNTY

INDEX & LOCATION MAP

EXISTING CONDITIONS

AERIAL

SITE PLAN

DOCK PLAN

DOCK DETAILS

ENVIRONMENTAL NOTES

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

PROJECT AREA

INDIAN RIVER

NORTH

NORTH CAUSEWAY

SOUTH CAUSEWAY /

STATE ROAD 44

170 NORTH CAUSEWAY, NEW SMYRNA BEACH, FL 32169

US

FRED CLEVELAND MAYOR

VALLI PERRINE ZONE 1

LISA MARTIN ZONE 2

JASON MCGUIRK ZONE 3

BRIAN ASHLEY ZONE 4

CVR

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INDEX

SHEET DESCRIPTION CITY COMMISSION

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VOLUSIA COUNTY PROPERTY APPRAISER

EXISTING CONDITIONS, FACING NORTH DMC, 04-15-2025 EXISTING CONDITIONS, FACING SOUTH DMC, 04-15-2025

PROPERTY MAP

(2) BLACK MANGROVES

TO BE TRIMMED

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(2) BLACK MANGROVES

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1" = 4'

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18'-0" C.C. 18'-0" C.C.

36'-0" OUT TO OUT - BOARDWALK

5'-0"

TIMBER

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PILE LEGEND:

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FDOT MARINE GRADE, LENGTH = T.B.D.

14" SQ. PRE-STRESSED CONCRETE BOAT LIFT PILE,

FDOT MARINE GRADE, LENGTH = T.B.D.

12" DIA. TIMBER ACCESSORY DOCK PILE,

S.Y.P. GRADE PER ASTM D25

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C -0

PROPOSED ROOF

12" OVERHANG

(TYP.)

D

D

Feet 0 4 8

C J

O B

N O

C

AD

SC

AL

E

D

AT

E

D R

AW

IN

G

AP

PR

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D

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KE

D

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LS

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IN

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6'-6" C.C.5'-0" C.C.

ELEVATION A-A

1" = 5'

ELEVATION B-B

1" = 5'

6'-6" C.C. 9'-0" C.C.9'-0" C.C.

4'-0" C.C. 11'-0" C.C. 4'-0" C.C.

19'-0" C.C.

18'-0" C.C. 18'-0" C.C.

PROPOSED ROOF

ROOF HEIGHT

T.B.D.

12" SQ.

PRE-STRESSED

CONCRETE

DOCK PILE, FDOT

MARINE GRADE,

LENGTH = T.B.D.

14" SQ.

PRE-STRESSED

CONCRETE BOAT

LIFT PILE, FDOT

MARINE GRADE,

LENGTH = T.B.D.

MEAN HIGH WATER LINE EL.=(+)0.60

MEAN LOW WATER LINE EL.=(-)1.68

4'-0"

PROPOSED ROOF

14" SQ. PRE-STRESSED CONCRETE BOAT LIFT PILE,

FDOT MARINE GRADE, LENGTH = T.B.D.

12" SQ. PRE-STRESSED CONCRETE DOCK PILE,

FDOT MARINE GRADE, LENGTH = T.B.D.MEAN HIGH WATER LINE EL.=(+)0.60

MEAN LOW WATER LINE EL.=(-)1.68

ACCESSORY DOCK

CROSS-SECTION C-C

1" = 2'

4'-0"

2" X 8" DECKING,

S.Y.P. No.1 GRADE

3" X 10" STRINGERS,

S.Y.P. No.2 GRADE w/

(3) S.S. DECK SCREWS

EA. STRINGER / DECK

CONNECTION

3" X 10" CAP

BOARDS,

S.Y.P. No.2

S.S.

THREADED

RODS,

NUTS, &

WASHERS

S.S. HURRICANE

STRAPS

D O

C K

D

ET

AI

LS

C -0

CROSS-SECTION D-D

1" = 2'

3" X 8" STRINGERS,

S.Y.P. No.2 GRADE w/

(3) S.S. DECK SCREWS

EA. STRINGER / DECK

CONNECTION

S.S.

HURRICANE

STRAPS

3" X 8" CAP

BOARDS,

S.Y.P. No.2

42"

2" X 6" VERTICAL

RAILING, S.Y.P. No.1

PRIME GRADE

2" X 8" VERTICAL

RAILINGS, S.Y.P.

No.1 PRIME GRADE

2" X 8" HORIZONTAL

RAILING, S.Y.P. No.1

PRIME GRADE

S.S. THREADED

RODS, NUTS, &

WASHERS

6" X 6" RAILING

POSTS, S.Y.P.

No.1 GRADE

5'-0"

C J

O B

N O

C

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SC

AL

E

D

AT

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D R

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IN

G

AP

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VI

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EN

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L N

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C -0

NOTES:

D1= 5'-0" STD. (SINGLE PANEL FOR DEPTHS 5'-0" OR LESS)

D2= 5'-0" STD. (ADDITIONAL PANEL FOR DEPTHS > 5'-0")

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED

FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS

SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

16" GALVANIZED

CHAIN (TYP.)

18 OZ. NYLON REINFORCED

PVC FABRIC (300 PSI TEST)

WITH LACING GROMMETS

CLOSED CELL SOLID PLASTIC FOAM

FLOATATION (6" DIS. EQUIV.)

(12 LBS. PER FT. BUOYANCY)

D1

D2

6061-T6 MARINE GRADE

ALUMINUM STRESS PLATES

6" POLY ROPE SEALED

IN VERTICAL HEM TO

REINFORCE GROMMETS

TYPE II FLOATING TURBIDITY BARRIER

1" = 4'

FILE PATH: F:\2023\23-029 NSB WATERFRONT FACILITY IMPROVEMENTS\DATA\DWG\23-029_NSB-WATERFRONT-TOPO.DWG PLOTTED BY: ALEX SINARDI ON: 1/2/2024 11:43 AM LAST SAVED BY: ASINARDI ON: 1/2/2024 11:43 AM

A PORTION OF INDIAN RIVER NORTH, ALONG WITH A PORTION OF LAND, LYING IN VOLUSIA COUNTY, FLORIDA

John K. Maffett SHEET NUMBER: of 01 05PSM6951

REVISIONS

MAS 1/2/23 JKM

22-029_DMC_TOPO_061523_COMBINED_ALL

December 7, 2023PREPARED FOR

PROJECT:

NORTH CAUSEWAY BOAT RAMP

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

23-224_NSB-waterfront-TOPO

NE/PS/JC23-224 XXX

DREDGING & MARINE

CONSULTANTS

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

SURVEYOR'S CERTIFICATION

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

VICINITY MAP

(NOT TO SCALE)

SHEET 3

PRO-ECT

LOCATION

0 20 4040 80

1" = 40'

SHEET 2

SURVEYOR'S NOTES:

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SHEET 4

SHEET 5

AutoCAD SHX Text

MAP SHOWING TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF

AutoCAD SHX Text

P.CHIEF:

AutoCAD SHX Text THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED CERTIFY THAT THE ABOVE LANDS WERE SURVEYED CERTIFY THAT THE ABOVE LANDS WERE SURVEYED THAT THE ABOVE LANDS WERE SURVEYED THAT THE ABOVE LANDS WERE SURVEYED THE ABOVE LANDS WERE SURVEYED THE ABOVE LANDS WERE SURVEYED ABOVE LANDS WERE SURVEYED ABOVE LANDS WERE SURVEYED LANDS WERE SURVEYED LANDS WERE SURVEYED WERE SURVEYED WERE SURVEYED SURVEYED SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT RESPONSIBLE SUPERVISION AND DIRECTION, THAT RESPONSIBLE SUPERVISION AND DIRECTION, THAT SUPERVISION AND DIRECTION, THAT SUPERVISION AND DIRECTION, THAT AND DIRECTION, THAT AND DIRECTION, THAT DIRECTION, THAT DIRECTION, THAT THAT THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND NO ENCROACHMENTS EXCEPT AS SHOWN AND NO ENCROACHMENTS EXCEPT AS SHOWN AND ENCROACHMENTS EXCEPT AS SHOWN AND ENCROACHMENTS EXCEPT AS SHOWN AND EXCEPT AS SHOWN AND EXCEPT AS SHOWN AND AS SHOWN AND AS SHOWN AND SHOWN AND SHOWN AND AND AND THAT THE SURVEY SHOWN HEREON MEETS THE STANDARDS THE SURVEY SHOWN HEREON MEETS THE STANDARDS THE SURVEY SHOWN HEREON MEETS THE STANDARDS SURVEY SHOWN HEREON MEETS THE STANDARDS SURVEY SHOWN HEREON MEETS THE STANDARDS SHOWN HEREON MEETS THE STANDARDS SHOWN HEREON MEETS THE STANDARDS HEREON MEETS THE STANDARDS HEREON MEETS THE STANDARDS MEETS THE STANDARDS MEETS THE STANDARDS THE STANDARDS THE STANDARDS STANDARDS STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF SET FORTH BY THE FLORIDA BOARD OF SET FORTH BY THE FLORIDA BOARD OF FORTH BY THE FLORIDA BOARD OF FORTH BY THE FLORIDA BOARD OF BY THE FLORIDA BOARD OF BY THE FLORIDA BOARD OF THE FLORIDA BOARD OF THE FLORIDA BOARD OF FLORIDA BOARD OF FLORIDA BOARD OF BOARD OF BOARD OF OF OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SURVEYORS AND MAPPERS PURSUANT TO SURVEYORS AND MAPPERS PURSUANT TO AND MAPPERS PURSUANT TO AND MAPPERS PURSUANT TO MAPPERS PURSUANT TO MAPPERS PURSUANT TO PURSUANT TO PURSUANT TO TO TO CHAPTER 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODES.

AutoCAD SHX Text

FLORIDA PROFESSIONAL SURVEYOR & MAPPER

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATA FILE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text

P.CHIEF:

AutoCAD SHX Text

JOB#:

AutoCAD SHX Text

F.BOOK:

AutoCAD SHX Text

SCALE:

T

T

"Slow Speed Minimum Wake"

Asp ha lt B ike

P ath

Grass

Conc.

Conc. Walk

Conc. Boat Ramp

Conc. Boat Ramp

Conc.

1-STORY

STUCCO

Grass

Grass

Asphalt

Conc. Boat Ramp

Conc. Boat Ramp

Conc.

Conc.

Conc. W alk

Conc. W alk

Grass

Metal Gangway

Floating Conc. Dock

Rip Rap

W ood Dock

Wood Dock

C on c.

W al k

Dil. W ood Dock

Wood Dock

W ood Dock

Conc.

Grass

Grass

M etal Gang-way

Conc.

Top of Bank/Edge of M angrove

Ed ge o f M an gr ov es

Ed ge o f M an gr ov es

Asphalt

Conc. Bulkhead

Conc. Bulkhead

IN

TER

C O

A

STA

L W A

TER

W

A Y

(IN

D

IA

N

R

IV

ER

N

O R

TH

M ean High W ater Line = (0.60')

M ean Low W ater Line = (-1.68)

M ea n H ig h

W at er L in e

(0

.6 0'

Conc. Strip

M ea n Lo w W at er

L in e

(-1 .6

8)

Ed ge o f M an gr ov es

Conc. W alk

M etal G ang-way

Edge of Conc.

Edge of Conc.

Edge of Conc.

Edge of Conc.

Conc. W alk

Conc. W alk

Top of

Ban k/E dg e o f M an gro ve

Top of Bank/

Edge of Mangrove

Edge of M angroves

SOUTHWESTERLY RIGHT-OF-W

AY

NORTHEASTERLY RIGHT-O

F-W

AY

N O

RTH C

AUSEW

AY

(FDOT RIGHT-OF-W

AY MAP SECTION 79170-2514)

To p of B an k

Ed ge o f M an gr ov e

Mea n H igh W ate r L ine

= (0 .60

Wood Steps

Wood Steps

Floating Conc. Dock

Conc.

Conc.

Conc.

Conc.

4' CLF

2 Wood Ladder

"Boat Ramp Info" Sign

"Permit Info" Sign

Floating Conc. Dock

Edge of Ramp (Unknown)

Edge of Ramp (Unknown)

Conc. Piling (Typ)

Single Beam Line (Typical)

FILE PATH: F:\2023\23-029 NSB WATERFRONT FACILITY IMPROVEMENTS\DATA\DWG\23-029_NSB-WATERFRONT-TOPO.DWG PLOTTED BY: ALEX SINARDI ON: 1/2/2024 11:43 AM LAST SAVED BY: ASINARDI ON: 1/2/2024 11:43 AM

SHEET NUMBER: of 02 05

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

0 10 2020 40

1" = 20'

G R

ID

N

O R

T H

L E G E N D

Irrigation Control Valve

Light Pole

Monitoring Well

Bollard

Sign

Piling

Alarm Box

Metal Box

Parking Meter

Electric Junction Box

Metal Lid

Drainage Handhole

Sprinkler

T R E E L E G E N D

Live Oak

Royal Palm Water Oak

Cedar

PREPARED FOR

PROJECT:

NSB WATERFRONT FACILITY

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

DREDGING & MARINE

CONSULTANTS

MATCH LINE - SEE SHEET 3

Electric Handhole

Electric Outlet

Sounding Shot

Top of Face of Bulkhead

Shower

Overhead Electric Lines

Dilapidated

Edge of Wood Dock

December 7, 2023

AutoCAD SHX Text

DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

8,9 CM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ICV

AutoCAD SHX Text

MW

AutoCAD SHX Text B

AutoCAD SHX Text

AB

AutoCAD SHX Text

MB

AutoCAD SHX Text

PM

AutoCAD SHX Text

ERB

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LIDM

AutoCAD SHX Text

DHH

AutoCAD SHX Text

SPR

AutoCAD SHX Text

LI

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PM

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WA

AutoCAD SHX Text

CED

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EO

AutoCAD SHX Text

SND

AutoCAD SHX Text

FBH

AutoCAD SHX Text

SHW

AutoCAD SHX Text Dil.

WDK

"Slow Speeed Minimum Wake"

Asphalt

Grass

Grass

Conc. Walk

Grass

To p of B an k/

Ed ge o f M an gr ov e

Ed ge o f M an gr ov es

W oo d Do ck

Top of Bank/Edge of Mangrove

Ed ge of M an gr ov es

IN

TERCOASTAL W

ATERWAY

(IN

DIA

N RIVER NORTH)

M ea n H ig h

W at er L in e

(0

.6 0'

M ea n Lo w W at er

L in e

(-1 .6

8)

Edge of M angroves

Ditch

Spillway Conc. W alk

Mean Low W ater L ine = (-1 .68)

Mean High Water Line = (0.60')

Covered Picnic Table

Single Beam Line (Typical)

Single Beam Line (T ypica l)

FILE PATH: F:\2023\23-029 NSB WATERFRONT FACILITY IMPROVEMENTS\DATA\DWG\23-029_NSB-WATERFRONT-TOPO.DWG PLOTTED BY: ALEX SINARDI ON: 1/2/2024 11:43 AM LAST SAVED BY: ASINARDI ON: 1/2/2024 11:43 AM

SHEET NUMBER: of 03 05

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

0 10 2020 40

1" = 20'

G R

ID

N

O R

T H

T R E E L E G E N D

Live Oak

Royal Palm Water Oak

Cedar

PREPARED FOR

PROJECT:

NSB WATERFRONT FACILITY

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

DREDGING & MARINE

CONSULTANTS

MATCH LINE - SEE SHEET 2

L E G E N D

Irrigation Control Valve

Light Pole

Monitoring Well

Bollard

Sign

Piling

Alarm Box

Metal Box

Parking Meter

Electric Junction Box

Metal Lid

Drainage Handhole

Sprinkler

Electric Handhole

Electric Outlet

Sounding Shot

Top of Face of Bulkhead

Shower

Overhead Electric Lines

Dilapidated

Edge of Wood Dock

December 7, 2023

AutoCAD SHX Text

DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

8,9 CM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

LI

AutoCAD SHX Text

PM

AutoCAD SHX Text

WA

AutoCAD SHX Text

CED

AutoCAD SHX Text

ICV

AutoCAD SHX Text

MW

AutoCAD SHX Text B

AutoCAD SHX Text

AB

AutoCAD SHX Text

MB

AutoCAD SHX Text

PM

AutoCAD SHX Text

ERB

AutoCAD SHX Text

LIDM

AutoCAD SHX Text

DHH

AutoCAD SHX Text

SPR

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EO

AutoCAD SHX Text

SND

AutoCAD SHX Text

FBH

AutoCAD SHX Text

SHW

AutoCAD SHX Text Dil.

S Top Elev=5.17'

VERTICAL PIPE 3D METAL 1.0T

Conc. W alk

Conc.

Conc.

Wood Dock

Wood Dock

Wood Dock Metal Ramp

Metal Ramp

4' Polyvinyl Fence

6' C hainlink F ence

Top of Bank

Bot of Bank

Edge of Mangroves

Edge of M angroves

Edge of Mangroves

Conc.

Asp halt

Asphalt

Ditch

Conc.

W ood Dock

6' Chainlink Fence

Ditch

Grass

Dirt Drive

Mean Low W ater Line = (-1

.68)

Mean Low Water Line = (-1.68)

Mean High Water Line = (0.60')

Mean High Water Line = (0.60')

Mean High Water Line = (0.60')

Catch Basin Top Elev = 1.56' Bot Elev = -0.78'

Single Beam Line (Typical)

Single Beam Line (Typical)

FILE PATH: F:\2023\23-029 NSB WATERFRONT FACILITY IMPROVEMENTS\DATA\DWG\23-029_NSB-WATERFRONT-TOPO.DWG PLOTTED BY: ALEX SINARDI ON: 1/2/2024 11:43 AM LAST SAVED BY: ASINARDI ON: 1/2/2024 11:43 AM

SHEET NUMBER: of 04 05

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

0 10 2020 40

1" = 20'

G R

ID

N

O R

T H

T R E E L E G E N D

Live Oak

Royal Palm Water Oak

Cedar

PREPARED FOR

PROJECT:

NSB WATERFRONT FACILITY

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

DREDGING & MARINE

CONSULTANTS

MATCH LINE - SEE SHEET 2

L E G E N D

Irrigation Control Valve

Light Pole

Monitoring Well

Bollard

Sign

Piling

Alarm Box

Metal Box

Parking Meter

Electric Junction Box

Metal Lid

Drainage Handhole

Sprinkler

Electric Handhole

Electric Outlet

Sounding Shot

Top of Face of Bulkhead

Shower

Overhead Electric Lines

Dilapidated

Edge of Wood Dock

December 7, 2023

Underwater

AutoCAD SHX Text

EM

AutoCAD SHX Text

EM

AutoCAD SHX Text

DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

8,9 CM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

LI

AutoCAD SHX Text

PM

AutoCAD SHX Text

WA

AutoCAD SHX Text

CED

AutoCAD SHX Text

ICV

AutoCAD SHX Text

MW

AutoCAD SHX Text B

AutoCAD SHX Text

AB

AutoCAD SHX Text

MB

AutoCAD SHX Text

PM

AutoCAD SHX Text

ERB

AutoCAD SHX Text

LIDM

AutoCAD SHX Text

DHH

AutoCAD SHX Text

SPR

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EO

AutoCAD SHX Text

SND

AutoCAD SHX Text

FBH

AutoCAD SHX Text

SHW

AutoCAD SHX Text Dil.

AutoCAD SHX Text

WDK

UW

INTERCOASTAL WATERWAY

(IN

DIAN RIVER NORTH)

Single Beam Line (Typical)

Single Beam Line (Typical)

FILE PATH: F:\2023\23-029 NSB WATERFRONT FACILITY IMPROVEMENTS\DATA\DWG\23-029_NSB-WATERFRONT-TOPO.DWG PLOTTED BY: ALEX SINARDI ON: 1/2/2024 11:44 AM LAST SAVED BY: ASINARDI ON: 1/2/2024 11:43 AM

SHEET NUMBER: of 05 05

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

0 10 2020 40

1" = 20'

G R

ID

N

O R

T H

T R E E L E G E N D

Live Oak

Royal Palm Water Oak

Cedar

June 15, 2023PREPARED FOR

PROJECT:

NSB WATERFRONT FACILITY

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

DREDGING & MARINE

CONSULTANTS

MATCH LINE - SEE SHEET 2

L E G E N D

Irrigation Control Valve

Light Pole

Monitoring Well

Bollard

Sign

Piling

Alarm Box

Metal Box

Parking Meter

Electric Junction Box

Metal Lid

Drainage Handhole

Sprinkler

Electric Handhole

Electric Outlet

Sounding Shot

Top of Face of Bulkhead

Shower

Overhead Electric Lines

Dilapidated

Edge of Wood Dock

AutoCAD SHX Text

DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

8,9 CM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

LI

AutoCAD SHX Text

PM

AutoCAD SHX Text

WA

AutoCAD SHX Text

CED

AutoCAD SHX Text

ICV

AutoCAD SHX Text

MW

AutoCAD SHX Text B

AutoCAD SHX Text

AB

AutoCAD SHX Text

MB

AutoCAD SHX Text

PM

AutoCAD SHX Text

ERB

AutoCAD SHX Text

LIDM

AutoCAD SHX Text

DHH

AutoCAD SHX Text

SPR

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EO

AutoCAD SHX Text

SND

AutoCAD SHX Text

FBH

AutoCAD SHX Text

SHW

AutoCAD SHX Text Dil.