Final_Permit_046957_001_002_EE_(1).pdf

FLORIDA DEPARTMENT OF

Environmental Protection

Northwest District

160 W. Government Street, Suite 308

Pensacola, Florida 32502-5794

Ron DeSantis Governor

Jay Collins

Lt. Governor

Alexis A. Lambert

Secretary

April 22, 2026

Escambia County c/o Joy Blackmon, Escambia County Director of Engineering 3363 W Park Pl Pensacola, FL 32505 jdblackmon@myescambia.com

File No. 0469957-001-002-EE/17, Alger Road Bridge County

Dear Joy Blackmon:

On March 18, 2026, we received your request for verification of exemption to perform the following activities:

To replace an existing and structurally deficient culverted bridge with a single-span bridge (0469957-001) and to transfer an existing 6” overhead water utility line to the new bridge spanning upland to upland (0469957-002), in Mill Creek, a Class III Waterbody, Alger Road Bridge, Century, Florida, Section 5, Township 5 North, Range 30 West, Escambia County.

Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption,

(2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States.

Your project did not qualify for the federal review portion of this verification request.

Additional authorization may be required prior to commencement of the proposed activity.

This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed.

State water quality certification is waived for activities that are exempt under rule 62-330.051, F.A.C.

If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes.

If you have any questions regarding this matter, please contact Chris Bickham at the letterhead address or at 850-595-0607 and Chris.Bickham@FloridaDEP.gov.

mailto:jdblackmon@myescambia.com mailto:Chris.Bickham@FloridaDEP.gov

File Name: Escambia BOCC Alger Road Bridge FDEP File No.: 0469957-001-002-EE/17

1. Regulatory Review –Verified

Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(4)(e), Florida Administrative Code, and Chapter 62- 330.051(14)(a), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes.

This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required.

General Conditions for Exemptions

The following apply when specified in an exemption in Rule 62-330.051, F.A.C.:

1. Activities shall not exceed a permitting threshold in section 1.2 of the applicable Volume II;

2. Construction, alteration, and operation shall not:

a. Adversely impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities, or otherwise cause adverse water quantity or flooding impacts to receiving water and adjacent lands;

b. Cause an adverse impact to the minimum flows and levels established pursuant to Section 373.042, F.S.

c. Cause adverse impacts to a Work of the District established pursuant to Section 373.086, F.S.;

d. Adversely impede navigation or create a navigational hazard;

e. Cause or contribute to a violation of state water quality standards. Turbidity, sedimentation, and erosion shall be controlled during and after construction to prevent violations of state water quality standards, including any antidegradation provisions of paragraphs 62-4.242(1)(a) and (b), subsections 62-4.242(2) and (3) and Rule 62-302.300, F.A.C., and any special standards for Outstanding Florida Waters and Outstanding National Resource Waters due to construction-related activities. Erosion and sediment control best management practices shall be installed and maintained in accordance with the guidelines and specifications described in the State of Florida Erosion and Sediment

Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), incorporated by reference herein (https://www.flrules.org/Gateway/reference.asp?No=Ref-02530), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), incorporated by reference herein (https://www.flrules.org/Gateway/reference.asp?No=Ref-02531).

https://www.flrules.org/Gateway/reference.asp?No=Ref-02530 https://www.flrules.org/Gateway/reference.asp?No=Ref-02531

f. Allow excavated or dredged material to be placed in a location other than a self-contained upland disposal site, except as expressly allowed in an exemption in rule 62-330.051, F.A.C.

3. When performed in waters accessible to federally- or state-listed aquatic species, such as manatees, marine turtles, smalltooth sawfish, and Gulf sturgeon, all in-water work shall comply with the following.

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

b. All deployed siltation or turbidity barriers shall be properly secured, monitored, and maintained to prevent entanglement or entrapment of listed species.

c. All in-water activities, including vessel operation, must be shut down if a listed species comes within 50 feet of the work area. Activities shall not resume until the animal(s) has moved beyond a 50-foot radius of the in-water work, or until 30 minutes elapses since the last sighting within 50 feet. Animals must not be herded away or harassed into leaving.

All on-site project personnel are responsible for observing water-related activities for the presence of listed species.

d. Any listed species that is killed or injured by work associated with activities performed shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1(888)404-3922 and ImperiledSpecies@myFWC.com. Copies of incorporated materials identified above may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C.

2. Proprietary Review- Not Required

The activity does not appear to be located on sovereign submerged lands, and does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code.

3. Federal Review - Not Included

Your proposed activity as outlined in your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit VI-R1.

SEPARATE permit(s) or authorization may be required from the U.S. Army Corps of Engineers.

Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act.

3.2. Water Quality Certification Waived

This permit also constitutes an express waiver of water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. Section 1341. Pursuant to Rule 62-330.062, F.A.C. State Water mailto:ImperiledSpecies@myFWC.com

Quality Certification is waived for activities that are exempt under rule 62-330.051 or 62- 330.0511, F.A.C.

Additional Information

Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C.

NOTICE OF RIGHTS

This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application.

Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information:

(a) The name and address of each agency affected and each agency’s file or identification number, if known;

(b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests will be affected by the agency determination;

(c) A statement of when and how the petitioner received notice of the agency decision;

(d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate;

(e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action;

(f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and

(g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action.

The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing.

Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a).

The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action.

Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time.

Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

Mediation Mediation is not available in this proceeding.

FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department.

Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General mailto:Agency_Clerk@dep.state.fl.us

Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department.

EXECUTION AND CLERKING

Executed in Pensacola, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Kimberly R. Allen Permitting Program Administrator

Enclosures:

Chapter 62-330.051(4)(e) FAC & Chapter 62-330.051(14)(a) FAC

Project Drawings, 4 pages

CERTIFICATE OF SERVICE

The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons:

Kimberly R. Allen, FDEP, Kim.Allen@FloridaDEP.gov Russell Sullivan, FDEP, Russell.Sullivan@FloridaDEP.gov Una Cole, FDEP, Una.Cole@FloridaDEP.gov Savannah Cowen, FDEP, Savannah.Cowen@FloridaDEP.gov Chris Bickham, FDEP, Chris.Bickham@FloridaDEP.gov Joy Blackmon, Escambia County Director of Engineering, jdblackmon@myescambia.com Ashton Shell, Consultant, ashell@teamues.com Selina Browne, Consultant, sbrowne@teamues.com Emily Harmon, Consultant, eharmon@teamues.com Escambia County, jtkirsche@myescambia.com, bdschneider@myescambia.com, trday@myescambia.com, mtbertelli@myescambia.com

FILING AND ACKNOWLEDGMENT

FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged.

___________________ April 22, 2026 Clerk Date mailto:Kim.Allen@FloridaDEP.gov mailto:Russell.Sullivan@FloridaDEP.gov mailto:Una.Cole@FloridaDEP.gov mailto:Savannah.Cowen@FloridaDEP.gov mailto:Chris.Bickham@FloridaDEP.gov mailto:jdblackmon@myescambia.com mailto:ashell@teamues.com mailto:sbrowne@teamues.com mailto:eharmon@teamues.com mailto:jtkirsche@myescambia.com mailto:bdschneider@myescambia.com mailto:trday@myescambia.com mailto:mtbertelli@myescambia.com Julie Owen My Signature

62-330.051 Exempt Activities.

The activities meeting the limitations and restrictions below are exempt from permitting.

However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable.

(4) Bridges, Driveways, and Roadways –

(e) Repair, stabilization, paving, or repaving of existing roads, and the repair or replacement of vehicular bridges that are part of the road, where:

1. They were in existence on or before January 1, 2002, and have:

a. Been publicly-used and under county or municipal ownership and maintenance thereafter, including when they have been presumed to be dedicated in accordance with section 95.361, F.S.;

b. Subsequently become county or municipally-owned and maintained; or

c. Subsequently become perpetually maintained by the county or municipality through such means as being accepted by the county or municipality as part of a Municipal Service Taxing Unit or Municipal Service Benefit Unit; and

2. The work does not realign the road or expand the number of traffic lanes of the existing road, but may include safety shoulders, clearing vegetation, and other work reasonably necessary to repair, stabilize, pave, or repave the road, provided that the work is constructed using generally accepted roadway design standards;

3. Existing bridges are not widened more than is reasonably necessary to properly connect the bridge with the road to match the width of the roadway travel lanes and safely accommodate the traffic expected;

4. No debris from the original bridge shall be allowed to remain in wetlands or other surface waters;

5. Roadside swales or other effective means of stormwater treatment are incorporated as part of the work;

6. No more dredging or filling of wetlands or water of the state is performed than is reasonably necessary to perform the work in accordance with generally accepted roadway design standards;

7. Notice of intent to use this exemption is provided to the Agency 30 days before performing any work; and

8. All work is conducted in compliance with subsection 62-330.050(9), F.A.C.

(f) The repair of existing concrete bridge pilings by the Florida Department of Transportation, counties, and municipalities, through the construction of pile jackets, provided the permanent outer form is composed of inert materials and the quantity of material shall not exceed 300 cubic yards of dredging or 300 cubic yards of filling per project. The following conditions shall also apply:

1. Although the bottom sediments within the forms may be removed by jetting or pumping, and may not be recoverable, erosion and sediment control best management practices, including turbidity curtains or similar devices, shall be used in accordance with the State of Florida

Erosion and Sediment Control Designer and Reviewer Manual to prevent violations of state water quality standards.

2. Immediately following completion of any work that involves disturbance of the shoreline or banks of wetlands or other surface waters, the shoreline and banks shall be stabilized with native vegetation or riprap to prevent erosion; in areas where native wetland vegetation was disturbed, the stabilization shall consist of the same species planted in a manner to achieve stability and coverage of a similar wetland community as previously existed. Temporary erosion controls for all exposed soils within wetlands and other surface waters shall be completed within seven calendar days of the most recent construction activity. Prevention of erosion of exposed earth into wetlands and other surface waters is a construction priority and completed slopes shall not remain unstabilized while other construction continues.

3. Pilings shall not be installed or replaced to add additional traffic lanes.

4. All work is conducted in compliance with subsection 62-330.050(9), F.A.C.

Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law

Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History–New 10-1-13, Amended 6-1-18.

62-330.051 Exempt Activities.

The activities meeting the limitations and restrictions below are exempt from permitting.

However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable.

(14) Utilities ‒

(a) Installation of overhead transmission lines in accordance with section 403.813(1)(a), F.S.

Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law

Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History–New 10-1-13, Amended 6-1-18.

403.813 Permits issued at district centers; exceptions.—

(1) A permit is not required under this chapter, chapter 373, chapter 61-691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, this subsection does not relieve an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or a water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments:

(a) The installation of overhead transmission lines, with support structures which are not constructed in waters of the state and which do not create a navigational hazard.

8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC)

2''G(STL) 2''G(STL)

2''G(STL) 2''G(STL) 2''G(STL)

GUARD RAIL ON

TOP OF CONCRETE

BLOCK HEADWALL

OHU

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GUARD RAIL ON

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BROKEN

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HEADWALL

EDGE OF W

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EDGE OF WATER

SANITARY SEWER MANHOLE

TOP ELEVATION=75.56'

NORTH INVERT(HIGHER)=69.03'

NORTH INVERT(LOWER)=66.65'

SOUTH INVERT=66.75'

S 08°49'14" W 544.74'(F)

RIP RAP

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ELEVATION=75.19'

ALGER ROAD

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ELEVATION=75.64'

EOP

EOP

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UNNAMED CREEK

05-5N-30-2421-000-005

LEWIS DONNA F & HAMMAC

ALTON D & HAMMAC KENNETH E

8300 BLK N CENTURY BLVD

CENTURY, FL 32535

USE: VACANT RESIDENTIAL

05-5N-30-2423-000-002

STOKES GRACE

GRAHAM CRYSTAL DAWN

8221 CENTURY BLVD

CENTURY, FL 32535

USE: STORE, 1 STORY

05-5N-30-2406-000-001

SALAZAR ROLANDO R

8011 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

05-5N-30-2423-000-000

CARTER RONALD L & CARTER ROSA MITCHELL

8021 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

EAST RIGHT-OF-WAY

WEST RIGHT-OF-WAY

SPEED LIMIT

(25MPH)

DITCH

X

6" WOOD

PRIVACY FENCE

CONCRETE BLOCK

FOUNDATION

DIRT

DRIVEWAY

BROKEN ASPHALT

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6"W (PVC) INSIDE

STEEL CASING

62"x 31" CMP (LINED)

INV IN (W) = 68.90

INV OUT (E) = 67.19

18" CMP (LINED)

INV IN (W) = 68.45

INV OUT (E) = 68.14

55"x 32" CMP (LINED)

INV IN (W) = 69.02

INV OUT (E) = 68.31

55"x 32" CMP (LINED)

INV IN (W) = 69.13

INV OUT (E) = 68.65

UNNAMED CREEK

DIRECTION

OF FLOW

DIRECTION

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WETLAND LINES

FLAGGED BY UES

ON 04-16-2025

WETLAND LINES

FLAGGED BY UES

ON 04-16-2025

WETLAND LINES

FLAGGED BY UES

ON 04-16-2025

WETLAND LINES

FLAGGED BY UES

ON 04-16-2025

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CONCRETE RUBBLE

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6''W (CI) 6''W (CI)

6''W (CI)

6''W (CI)

2''G(STL)

2''G(STL)

2''G (S

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2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL)

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LEGEND:

SET BENCHMARK

SET 1/2" DIA RED CAPPED IRON ROD (No. 7916) FOUND 1/2" DIA CAPPED IRON ROD (No. 0155)

FOUND 1/2" DIA CAPPED IRON ROD (ILLEGIBLE)

FOUND 1/2" DIA IRON ROD (UNNUMBERED)

FOUND 1" DIA IRON PIPE (UNNUMBERED)

DENOTES LINE SHOWN NOT TO SCALE

DENOTES WOOD UTILITY POLE

DENOTES GUY WIRE ANCHOR

DENOTES SINGLE SUPPORT SIGN

DENOTES MULTIPLE SUPPORT SIGN

DENOTES MAILBOX

DENOTES BORE

DENOTES TREE (SIZE AND TYPE)

DENOTES WETLAND FLAG (MARKED BY OTHERS)

DENOTES COMMUNICATIONS VAULT

DENOTES BURIED FIBER OPTIC CABLE MARKER

DENOTES FIRE HYDRANT

DENOTES SANITARY SEWER MANHOLE

DENOTES TEMPORARY BENCHMARK

DENOTES TELEPHONE PEDESTAL

DENOTES WATER METER

DENOTES WATER VALVE

DENOTES SPOT ELEVATION

DENOTES ELEVATION CONTOUR LINE

AT ONE FOOT INTERVALS

DENOTES BURIED TELEPHONE LINE

DENOTES SANITARY SEWER

DENOTES GAS LINE

DENOTES OVERHEAD UTILITIES

DENOTES WATER LINE

DENOTES GUARDRAIL

DENOTES TREE LINE

DENOTES WETLAND LINE

BFE DENOTES BASE FLOOD ELEVATION

BM DENOTES BENCHMARK

CMP DENOTES CORRUGATED METAL PIPE

DIA DENOTES DIAMETER

EL DENOTES ELEVATION

EOP DENOTES EDGE OF PAVEMENT

(F) DENOTES FIELD INFORMATION

(MFH) DENOTES MINIMAL FLOOD HAZARD

No. DENOTES NUMBER

RCP DENOTES REINFORCED CONCRETE PIPE

R/W DENOTES RIGHT-OF-WAY

DENOTES ASPHALT

DENOTES WETLANDS

DENOTES WATER BODY

DENOTES CONCRETE

DENOTES WETLAND BUFFER

+ 6.00

WV

WM

HYD

TP

CVCV

A1

S

A-4

FOC

PROPOSED LEGEND:

VALVE

CAP/PLUG

DOUBLE ROW OF SILT FENCING w/HAYBALES

HAY BALE

SANDBAG

FLOATING TURBIDITY CURTAIN

SOLID SLEEVE CONNECTION

FLUSH HYDRANT

ASPHALT

CONCRETE

RIP-RAP/GRAVEL

HB

SB

F

6''W (PVC)

OHU

6''SS (PVC)

4''G (PE)

BT

R

M

ES

I\

\1

1-

C D

B G

-D R C en tu ry D ra in ag e

D es ig n\

D W

G \S he et s\ A lg er R oa d

Pe rm it\

A lg er R oa d

Ex is tin g

C on di tio ns .d w g, /1

3/

:0 4:

P

M

8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC)

OHU

OHU

OHU OHU OHU OHU OHU

O H

U

O H

U

OHU OHU OHU

OHU

OHU

OHU

EM

S

A4

C4

C3

A5

A7

A8

B2

E5

E4

E3

F2

F3

F1

6''W (CI)

BROKEN

CONCRETE

HEADWALL

EDGE OF W

ATER

EDGE OF WATER

S 08°49'14" W 544.74'(F)

71 72

71 72

71 70

69 68

70 71 72

71 72

BM 25-06-17A

NAIL & DISK (No. 7916)

ELEVATION=75.19' BM 25-06-17B

NAIL & DISK (No. 7916)

ELEVATION=75.64'

UNNAMED CREEK

05-5N-30-2421-000-005

LEWIS DONNA F & HAMMAC

ALTON D & HAMMAC KENNETH E

8300 BLK N CENTURY BLVD

CENTURY, FL 32535

USE: VACANT RESIDENTIAL

05-5N-30-2423-000-002

STOKES GRACE

GRAHAM CRYSTAL DAWN

8221 CENTURY BLVD

CENTURY, FL 32535

USE: STORE, 1 STORY

SALAZAR ROLANDO R

8011 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

8021 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

EAST RIGHT-OF-WAY

WEST RIGHT-OF-WAY

DITCH

X

UNNAMED CREEK

DIRECTION

OF FLOW

DIRECTION

OF FLOW

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

DITCH

6''W (CI)

(SLOPE = 0.40%)

ALGER ROAD

(50' PUBLIC

RIGHT-OF-WAY)

SANITARY SEWER MANHOLE

TOP ELEVATION=75.56'

NORTH INVERT(HIGHER)=69.03'

NORTH INVERT(LOWER)=66.65'

SOUTH INVERT=66.75'

0+00 0+50 1+00 1+50 2+00

WM

F

2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL)

2''G(STL)

2''G(STL)

2''G (S

TL)

2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL)

2''G(STL) 2''G(STL)

HB

HB HBHB HB

HB HBHB HBHB HBHB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HB HB HB HB HB HB

H B

H B

H B

H B

H B

H B

HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB HB

HB

HB

H B

H B

H B

H B

H B

H B

H B

SC

ALE: 1" = 3'

SCALE: 1" = 10'

Profile View of Centerline

0+00 0+50 1+00 1+50 2+00

0+00 0+50 1+00 1+50 2+00

GRAPHIC SCALE:

SCALE IN FEET

SCALE: 1" =

10 5 10 20 30

10'

M

ES

IN

C

N

C-201

2025.084/.085 170001-021

SURVEY

NUMBER

PROJECT

NUMBER

FB

3-

, 2 5-

P

P.

2-

, 6 9-

-5 N

-3 0W

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

EM

D

D R

A W

N B

Y

D A

TE

A

PP

R

O V

ED

B

Y

M A

R C

H

D A

TE

FI

EL

D B

O O

K

PA

G

ES

D

EL

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

W V

P, II

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

PR

O

JE

C T

M A

N A

G

ER

TI

M

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A R

D

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SHEET OF

C D

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NT

UR

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DR

AI

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RO

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PR

OV

EM

EN

TS

(H

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4-

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B- B5

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CC

F3

AG

F

C H

A N

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llo w

H ig hL ig ht er

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P en

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R em ar k)

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A

TO

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Q re ct

G re en H ig hl ig ht er

C ha ng e

(R ed

P en

PR

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IN

G C

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PL

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EA

D

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A

TO

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PH

EW

SI

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AT

UR

E:

D A

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D A

TE

D A

TE

D A

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R

EM

A R K I

N C O

R

PO

R A

TI

lu e H ig hl ig ht er

V

ER

IF

IC

A

TI

O N

C H

EC

K

ER

Q e H ig hl ig ht er

O R

IG

IN

A

TO

R V

ER

IF

IC

A

TI

re ct

Pi nk H ig hl ig ht er

D A

TE

D A

TE

D A

TE

D A

LE

E

. L O

N G

, P .E

E X

C E

LL

E

N C

E

IN

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T ur ke y Bl uf f R oa d

N av ar re

, F lo ri d a p

0)

-5

C

E R

TI

FI

C A

TE

O

F A

U

TH

O R

IZ

A

TI

O

N : C

A -3

A

LG

ER

R

O A

D B

R

ID

G E

P

LA

N A

N D

P R

O

FI

LE

EX. 8" SS (PVC)

SHEET PILE WALLSHEET PILE WALL

EX. 8" SS (PVC)

EXISTING

MANHOLE

INSTALL PERIMETER SILT FENCING

(TYPE IV WIRE BACKED) ALONG THE

ROW WITHIN THE WORK AREA. SILT

FENCING WILL BE BACKED w/HAY

BALES ADJACENT TO WETLAND AREAS.

INSTALL FLOATING

TURBIDITY CURTAIN.

INSTALL FLOATING

TURBIDITY CURTAIN.

PROPOSED CONCRETE

BRIDGE (27'-1" L x 23 W)

INSTALL:

130LF ~ 2" LDPE HORIZONTAL

DIRECTIONAL BORE

RAISE MANHOLE RING

AND COVER TO GRADEBEGIN ASPHALT

STA 0+16

BEGIN APPROACH

STA 0+70.92

BEGIN BRIDGE

STA 0+86

END BRIDGE

STA 1+13.83

END APPROACH

STA 1+28.92

END ASPHALT

STA 1+79

PROPOSED: CONCRETE BRIDGE

(27'-10"L x 22'-11"w)

PROPOSED

BRIDGE

PROPOSED

APPROACH SLAB

PROPOSED

APPROACH SLAB

PROPOSED

ROAD ℄

EXISTING

ROAD ℄

EXISTING

ROAD ℄

PROPOSED

ROAD ℄

PROPOSED 2"G (STEEL)

PROPOSED 2"G (STEEL)

PROPOSED 2"G (PE)

INSTALLED VIA

HORIZONTAL

DIRECTIONAL BORE

10' MIN

DHW: 72.50

OHW: 69.96

NHW: 71.23

PROPOSED 2"G (PE)

INSTALLED VIA

HORIZONTAL

DIRECTIONAL BORE

LEGEND AREAS VOLUMES

WETLAND IMPACT

1,766 SQFT 4,121 CUFT

RIP-RAP

1,951 SQFT

BEDDING STONE

1,951 SQFT

TEMPORARY DITCH IMPACT

215 SQFT

WALL CAP WALL CAP

INSTALL PERIMETER SILT FENCING

(TYPE IV WIRE BACKED) ALONG THE

ROW WITHIN THE WORK AREA. SILT

FENCING WILL BE BACKED w/HAY

BALES ADJACENT TO WETLAND AREAS.

21'-10" CLEAR

ABUTMENT FACE

OF SHEET PILE

R

M

ES

I\

\1

1-

C D

B G

-D R C en tu ry D ra in ag e

D es ig n\

D W

G \S he et s\ A lg er R oa d

Pe rm it\

A lg er R oa d

Pr op os ed

.d w g, /1 3/

:0

3:

VE

TI

C

AL

S

C

AL

E:

HORIZONTAL SCALE: 1"=10'

STA 1+00.00

0 10 20 300-10-20-30

VE

R

TI

C

AL

S

C

AL

E:

HORIZONTAL SCALE: 1"=10'

STA 0+55.00

0 10 20 30 400-10-20-30-40

VE

R

TI

C

AL

S

C

AL

E:

HORIZONTAL SCALE: 1"=10'

STA 1+45.00

0 10 20 30 400-10-20-30-40

C-201

2025.084/.085 170001-021

SURVEY

NUMBER

PROJECT

NUMBER

FB

3-

, 2 5-

P

P.

2-

, 6 9-

-5 N

-3 0W

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

EM

D

D R

A W

N B

Y

D A

TE

A

PP

R

O V

ED

B

Y

M A

R C

H

D A

TE

FI

EL

D B

O O

K

PA

G

ES

D

EL

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

W V

P, II

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

PR

O

JE

C T

M A

N A

G

ER

TI

M

O

TH

Y C

A R

D

EN

D

IS

TR

IC

T:

SHEET OF

C D

B G

-D R

CE

NT

UR

Y

DR

AI

NA

GE

RO

AD

IM

PR

OV

EM

EN

TS

(H

SO

6D

ED

4-

-4

B- B5

-F

CC

F3

AG

F

C H

A N

G E

IN

C O

R

PO

R A

TI

llo w

H ig hL ig ht er

C H

EC

K

ER

ed

P en

X -O ut t o D is ag rr ee o r

R em ar k)

O R

IG

IN

A

TO

R

Q re ct

G re en H ig hl ig ht er

C ha ng e

(R ed

P en

PR

O

D U

C

TI

O N

C H

EC

K

IN

G C

O M

PL

ET

E, R

EA

D

Y

FO

R S

U B M

IT

TA

L R

EV

IE

W

R P)

O R

IG

IN

A

TO

R

R P)

PH

EW

SI

GN

AT

UR

E:

D A

TE

D A

TE

D A

TE

D A

TE

R

EM

A R K I

N C O

R

PO

R A

TI

lu e H ig hl ig ht er

V

ER

IF

IC

A

TI

O N

C H

EC

K

ER

Q e H ig hl ig ht er

O R

IG

IN

A

TO

R V

ER

IF

IC

A

TI

re ct

Pi nk H ig hl ig ht er

D A

TE

D A

TE

D A

TE

D A

LE

E

. L O

N G

, P .E

E X

C E

LL

E

N C

E

IN

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T ur ke y Bl uf f R oa d

N av ar re

, F lo ri d a p

0)

-5

C

E R

TI

FI

C A

TE

O

F A

U

TH

O R

IZ

A

TI

O

N : C

A -3

A

LG

ER

R

O A

D B

R

ID

G E

C R

O S

S S

EC

TI

O N

S

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EX. 8" SS (PVC)

PROPOSED

2"G (PE)

EX. 8" SS (PVC)

PROPOSED

2"G (PE)

PROPOSED

2"G (PE)

EX. 8" SS (PVC)

DHW: 72.50

OHW: 69.96

NHW: 71.23

℄ A

LG

ER

R

D

℄ A

LG

ER

R

D

℄ A

LG

ER

R

D

EA

ST

W

ET

LA

ND

L

IN

E

W

ES

T W

ET

LA

ND

L

IN

E

EA

ST

R

OW

W

ES

T

RO

W

FINISHED

GRADE

FINISHED

GRADE

FINISHED

GRADE

PROPOSED

6"W (PVC)

PROPOSED

6"W (PVC)

PROPOSED

6"W (PVC)

EA

ST

R

OW

W

ES

T

RO

W

EA

ST

R

OW

W

ES

T

RO

W

TRAFFIC

RAILING

(TYP)

4:1 MAX

TIE-BACK4:1 MAX

TIE-BACK

W

ES

T W

ET

LA

ND

L

IN

E

4:1 MAX

TIE-BACK

4:1 MAX

TIE-BACK

BEDDING

STONE

RIP-RAP

R

M

ES

I\

\1

1-

C D

B G

-D R C en tu ry D ra in ag e

D es ig n\

D W

G \S he et s\ A lg er R oa d

Pe rm it\

A lg er R oa d

Pr op os ed

.d w g, /1 3/

:0

3: