Final_Permit_0469961_001_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 20, 2026

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

File No. 0469961-001-EE/17, Escambia County

Dear Joy Blackmon:

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

To repair an existing vehicular bridge by installing grout in voids and riprap around existing culverts in large scour areas to stabilize the bridge in Mill Creek, Water Class III, Jefferson Ave Row, Century, Section 05, 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 must be obtained 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: Town of Century Jefferson Ave Culvert Repair FDEP File No.: 0469961-001-EE/17

1. Regulatory Review –Verified

Based on the information submitted, the Department has verified that the activity as proposed is exempt, under Chapter 62-330.051(9)(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.

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. Coastal Zone Management Presumed

The U.S. Army Corps of Engineers (Corps) or any designated federal, state or local agency administering general permits on behalf of the Corps under 33 C.F.R. Section 325.2(b)(2) may presume the verified exempt activities are consistent with the permitting Agency’s authorities within the FCMP, provided the activity receives any applicable authorization to use and occupy state-owned submerged lands under Chapter 253, F.S., and, as applicable, Chapter 258, F.S.

3.3. 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 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

Russell Sullivan Environmental Administrator

Enclosures:

Chapter 62-330.051(9)(a) FAC

Project Drawings, 3 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:

Russell Sullivan, FDEP, Russell.Sullivan@FloridaDEP.gov Una Cole, FDEP, Una.Cole@FloridaDEP.gov Chris Bickham, FDEP, Chris.Bickham@FloridaDEP.gov Savannah Cowen, FDEP. Savannah.Cowen@FloridaDEP.gov Alyssa Tessier, FDEP, Alyssa.Tessier@FloridaDEP.gov Joy Blackmon, Escambia County, jdblackmon@myescambia.com Selina Browne, Consultant, sbrowne@teamues.com Ashton Shell, Consultant, ashell@teamues.com Emily Harmon, Consultant, eharmon@teamues.com Rayne Mattson, Consultant, rmattson@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 20, 2026 Clerk Date mailto:Russell.Sullivan@FloridaDEP.gov mailto:Una.Cole@FloridaDEP.gov mailto:Chris.Bickham@FloridaDEP.gov mailto:Savannah.Cowen@FloridaDEP.gov mailto:Alyssa.Tessier@FloridaDEP.gov mailto:jdblackmon@myescambia.com mailto:sbrowne@teamues.com mailto:ashell@teamues.com mailto:eharmon@teamues.com mailto:rmattson@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.

(9) Pipes or Culverts ‒

(a) Repair or replacement, provided:

1. The pipes or culverts have equivalent hydraulic capacity to those being repaired or replaced;

2. The invert elevation shall not be changed; and

3. The pipes or culverts function to discharge or convey stormwater, and are not associated with the repair, replacement, or alteration of a dam, spillway, or appurtenant works.

(b) Construction, alteration, operation, maintenance, and removal of outfall pipes, together with associated headwalls, and energy dissipation baffles, rocks, and other scour-reduction devices at the outfall locations, provided:

1. The pipes extend less than 20 feet in, on, or over wetlands or other surface waters;

2. The outfall is part of an activity that is exempt under part IV of chapter 373, F.S., or qualifies for the general permit in section 403.814(12), F.S.;

3. The outfall is designed to prevent erosion and scour;

4. Work in natural waterbodies, wetlands, and Outstanding Florida Waters is limited to 0.03 acre;

5. No activities occur in seagrasses;

6. Within waters accessible to manatees, submerged or partially submerged outfall pipes having a diameter larger than eight inches shall have grating such that no opening is larger than eight inches; and

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

(c) The extension of existing culverts and crossing approaches, and the installation of scour protection structures at such locations, when done to accommodate an activity that does not require a permit under this chapter, provided:

1. Work in wetlands or other surface waters is limited to a total of 100 cubic yards of dredging and filling, and no more than 0.10 acre at any culvert extension or crossing approach location;

and

2. 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.

62.3862.41

62.15

62.78

62.23

61.44

62.85

62.57

62.7362.76

62.53 62.59

63.04

62.66 62.92

62.90 63.02

63.21

63.95

63.3763.32 63.12

62.48

62.83

61.91

61.97

62.50 62.54

61.13 60.16

61.25

58.94

56.52

56.15

54.62

53.80

52.95

57.64

D4

53.40

51.46

50.14

49.77

55.33

59.32

57.22

60.03

56.61

57.94

48.8752.85

53.99

57.06

59.16

61.78

62.23

61.69

60.64

57.79

55.23 54.22

52.41

49.22

51.12

57.50

54.92

57.17

55.74

53.63

57.10 56.77

53.53

57.51

54.55 61.83

53.40

B2 53.47

49.76

49.70

52.64

52.82

55.77

62.21

62.58

A2

53.86

49.73

49.82 50.97

50.90 49.77

54.02

57.09 A1

56.84

05-5N-30-4447-000-000

INTERNATIONAL PAPER COMPANY

MAIL: 6400 POPLAR AVE

ATTN NETA LATHAM

MEMPHIS, TN 38197

SITUS: OFF JEFFERSON AVE 32535

USE: TIMBER 2

NORTHWESTERLY RIGHT-OF-WAY LINE

SOUTHEASTERLY RIGHT-OF-WAY LINE

57.24 56.33

52.31

54.75 49.18

B1

62.06

C2

62.51

C1

62.27

52.50

51.19

51.02

51.10

49.88

49.95

56.89

62.25

49.83

57 56 55

52 53 54

56 57

58 59

53.85

49.23

54.97

54.73

6"PVC FM IN

STEEL CASING

EOP

EOP

EOP

D3 52.65

55.59

50.09

SPEED BUMP

WOOD LINE

EOP

DIRECTION

OF FLOW

UNNAMED CREEK

WOOD LINE

OBJECT MARKER SLOW SPEED BREAKER AHEAD

SP

EE

D

BU

MP

96" CMP

INV IN (N) = 49.69

INV OUT (S) = 49.71

96" CMP

INV IN (N) = 49.72

INV OUT (S) = 49.59

1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL)

OBJECT MARKER

WOOD LINE

DIRECTION

OF FLOW

UNNAMED CREEK

ZONE "X" (0.2%)

ZONE "AE" (NO BFE)

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WOOD LINE

6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC)

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

BT

BT

BT

BT

BT

BT

BT

BT BT

ZO

NE

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0.

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ZO

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MF

H)

EOP

EOP

NORTHWESTERLY RIGHT-OF-WAY LINE

SOUTHEASTERLY RIGHT-OF-WAY LINE

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

2025.084/.085 170001-021

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E, R

EA

D

Y

FO

R S

U B M

IT

TA

L R

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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

GRAPHIC SCALE:

SCALE IN FEET

SCALE: 1" =

10 5 10 20 30

10'

MESINC

N

C-201

JE

FF

ER

S

O N

A V

EN

U

E C

U

LV

ER

T

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

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 FORCE MAIN

DENOTES GAS LINE

DENOTES OVERHEAD UTILITIES

DENOTES WATER LINE

DENOTES RECLAIMED WATER LINE

DENOTES GUARDRAIL

DENOTES TREE LINE

DENOTES WETLAND LINE

DENOTES FLOOD ZONE 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

6''W (PVC)

S

A-4

FOC

10''RW(PVC)

OHU

6''FM (PVC)

4''G (PE)

PROPOSED LEGEND:

VALVE

PIGGING STATION

DOUBLE ROW OF SILT FENCING w/HAYBALES

HAY BALE

FLOATING TURBIDITY CURTAIN

SAND CEMENT BAGS

FLOWABLE FILL

RIP-RAP/GRAVEL

HB

BT

R

M

ES

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1-

C D

B G

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

D es ig n\

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G \S he et s\ Je ff er so n

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P er m it\

J ef fe rs on

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Ex is tin g

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

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A M

34NDS LB7916 BM

D4

75060.71IP6D

75162.87IP6D

75262.62IP6D

75362.36IP6D

75460.72IP6D

B2 A2

A1

05-5N-30-4456-000-000

SEGERS TOM EST OF

MAIL: 601 MAYO LN

CENTURY, FL 32535

SITUS: JEFFERSON ST 32535

USE: VACANT RESIDENTIAL

05-5N-30-4447-000-000

INTERNATIONAL PAPER COMPANY

MAIL: 6400 POPLAR AVE

ATTN NETA LATHAM

MEMPHIS, TN 38197

SITUS: OFF JEFFERSON AVE 32535

USE: TIMBER 2

JEFFERSON AVENUE

(PUBLIC RIGHT-OF-WAY WIDTH VARIES)

1600006

CIRF NWFLS CORP7277

1600007

CIRF CCG LB0155

B1

C2

C1

57 56 55

52 53 54

56 57

58 59

BM 25-06-70A

NAIL & DISK (No.

7916) SET IN

CENTERLINE

ELEVATION=63.06'

D3

SPEED BUMP

WOOD LINE

UNNAMED CREEK

WOOD LINE

OBJECT MARKER SLOW SPEED BREAKER AHEAD

SP

EE

D

BU

MP

96" CMP

INV IN (N) = 49.69

INV OUT (S) = 49.71

96" CMP

INV IN (N) = 49.72

INV OUT (S) = 49.59

1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL) 1''G(STEEL)

OBJECT MARKER

WOOD LINE

DIRECTION

OF FLOW

UNNAMED CREEK

ZONE "X" (0.2%)

ZONE "AE" (NO BFE)

ZONE "X" (0.2%)

ZONE "AE" (NO BFE)

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

WOOD LINE

6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC) 6''FM (PVC)

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

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT BT

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

SL

-1

NORTHWESTERLY RIGHT-OF-WAY LINE

SOUTHEASTERLY RIGHT-OF-WAY LINE

NORTHWESTERLY RIGHT-OF-WAY LINE

DIRECTION

OF FLOW

SOUTHEASTERLY RIGHT-OF-WAY LINE

6"PVC FM IN

STEEL CASING

WETLAND LINES FLAGGED

BY UES ON 04-16-2025

H B

H B

H B

H B

H B

H B

HB

H B

H B

H B

H B

H B

HB

H B

H B

H B

H B

H B

HB

HB

H B

H B

H B

H B

H B

H B

H B

H B

HB HB

H B

H B

H B

H B

H B

H B

H B

H B

HB

HBHBHBHBHB

End of Pipe Filter Fabric

Timber Form

CMP

CMP

Concrete Slope Protection

Concrete Slope Protection

Flowable Fill

Riprap

#4x3'-0"

Sand-Cement Riprap Use 1 or 2 layers as needed in other areas.

Corrugated Metal Pipe (CMP)

Sand-Cement Riprap

Flowable Fill

#4x2'-6"

Flowable Fill

Observed High Water

EL: 50.60'

Normal High Water

EL: 53.36'

4'-0"

6" 1' -1

0" 1' -1

1"

0' -3

M in

6" 2'-0"2'-6"

2'-0"

8' -0

C M P

V ar ie s

3' -7 to

2"

2'-0"

1'-2"

1'-8"±

3"±

SECTION A-A

2'-0"

SECTION B-B

NOTES:

1. FILTER FABRIC SHALL BE TYPE D-2 IN ACCORDANCE WITH SPECIFIATIONS SECTION 985.

SPLICE LENGTH SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 514.

2. PLACE FLOWABLE FILL TO COMPLETELY FILL VOIDS WITHOUT CREATING AIR POCKETS.

USE A TIMBER FORM OR SAND-CEMENT RIPRAP TO CREATE A GROUT DAM TO HOLD THE

FLOWABLE FILL IN PLACE.

3. SAND-CEMENT RIPRAP SHOWN IN SECTION A-A IS TYPICAL FOR PLACING FLOWABLE FILL

IN OTHER LOCATIONS UNDER THE EXISTING CONCRETE SLOPE PROTECTION. TIMBER

FORMS MAY BE SUBSTITUTED FOR THE SAND-CEMENT RIPRAP IN THESE LOCATIONS WITH

NO CHANGE IN PRICE. THE SAND-CEMENT RIPRAP SHOWN IN SECTION B-B CANNOT BE

CHANGED.

4. PIN ALL SAND-CEMENT BAGS WITH A #4 BAR DRIVEN THROUGH THE MIDDLE OF THE BAGS

TO A DEPTH OF 2'-0" MINIMUM EMBEDMENT IN THE SOIL BELOW THE BAGS.

5. GROUT ALL RIPRAP TO PLACE FLOWABLE FILL IN GAPS BETWEEN ROCKS.

6'-4" 3'-10"

1.5

N.T.S.

N.T.S.

Proposed Grade

EL: 62.59'

Design High Water (25 year)

EL: 57.05'

Design High Water (100 year)

EL: 61.23'

EXISTING GRADELINE

6"

WETLAND LINE WETLAND LINE

WETLAND LINE

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

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R

EG

. F

LA

. E N

G . N

O

D

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IG

N

ED

B

Y

W V

P, II

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N A

TU

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C H

EC

K

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B

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SE

C

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N

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N

SH

IP

R A

N G

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PR

O

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C T

M A

N A

G

ER

TI

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A R

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D

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SHEET OF

C D

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Q re ct

G re en H ig hl ig ht er

C ha ng e

(R ed

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D A

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D A

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D A

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A R K I

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V

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IF

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A

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Pi nk H ig hl ig ht er

D A

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D A

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D A

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C E

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E

IN

E N

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IN

E E

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IN

G S

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T ur ke y Bl uf f R oa d

N av ar re

, F lo ri d a p

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C

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C A

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O

F A

U

TH

O R

IZ

A

TI

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N : C

A -3

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

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M A

R C

H

D A

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FI

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D B

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K

PA

G

ES

D

EL

D A

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. F

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. E N

G . N

O

D

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IG

N

ED

B

Y

W V

P, II

SI

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N A

TU

R

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C H

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B

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SE

C

TI

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N

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W

N

SH

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R A

N G

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PR

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C T

M A

N A

G

ER

TI

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O

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A R

D

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D

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T:

SHEET OF

C D

B G

-D R

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NT

UR

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DR

AI

NA

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RO

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PR

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EM

EN

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(H

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6D

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4-

-4

B- B5

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F3

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A N

G E

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llo w

H ig hL ig ht er

C H

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R em ar k)

O R

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A

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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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D U

C

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C H

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IN

G C

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PL

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D

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A

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PH

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AT

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D A

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D A

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D A

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D A

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R

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A R K I

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R A

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lu e H ig hl ig ht er

V

ER

IF

IC

A

TI

O N

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Q e H ig hl ig ht er

O R

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IN

A

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IF

IC

A

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Pi nk H ig hl ig ht er

D A

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D A

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D A

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D A

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. L O

N G

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C E

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E

N C

E

IN

E N

G

IN

E E

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IN

G S

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V

IC

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T ur ke y Bl uf f R oa d

N av ar re

, F lo ri d a p

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F A

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O R

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A

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A -3

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

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FI

EL

D B

O O

K

PA

G

ES

D

EL

D A

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R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

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B

Y

W V

P, II

SI

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N A

TU

R

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C H

EC

K

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B

Y

SE

C

TI

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N

TO

W

N

SH

IP

R A

N G

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PR

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JE

C T

M A

N A

G

ER

TI

M

O

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Y C

A R

D

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D

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T:

SHEET OF

C D

B G

-D R

CE

NT

UR

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DR

AI

NA

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RO

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PR

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EM

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TS

(H

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4-

-4

B- B5

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F3

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F

C H

A N

G E

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C O

R

PO

R A

TI

llo w

H ig hL ig ht er

C H

EC

K

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P en

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

R em ar k)

O R

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IN

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

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

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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)

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C

E R

TI

FI

C A

TE

O

F A

U

TH

O R

IZ

A

TI

O

N : C

A -3

GRAPHIC SCALE:

SCALE IN FEET

SCALE: 1" =

10 5 10 20 30

10'

C-201

JE

FF

ER

S

O N

A V

EN

U

E B

R

ID

G E

P

LA

N A

N D

P R

O

FI

LE

INSTALL:

SAND CEMENT BY RIP RAP INSTALL:

FLOATING TURBIDITY CURTAIN

INSTALL:

FLOATING TURBIDITY CURTAIN

LEGEND AREAS VOLUMES

PERMANENT IMPACT 269 SQUARE FEET (0.005 ACRES) 269 CUBIC FEET (30 CUBIC YARDS)

TEMPORARY WETLAND 1,161 SQUARE FEET (0.027 ACRES)

IMPACT

MECHANIZED CLEARING 3,959 SQUARE FEET (0.908 ACRES)

INSTALL:

FLOWABLE FILL INTO VOIDS

AROUND EXISTING PIPING

INSTALL:

GROUTED RIP-RAP

INSTALL:

FLOWABLE FILL VOID AT EOP

CONTRACTOR SHALL STABILIZE ERODED

AREA WITH SLOPE STABILIZATION

(GEOGRID AND FLOWABLE FILL)

A

A

B

B

LIMITS OF

MECHANIZED

CLEARING

LIMITS OF

MECHANIZED

CLEARING

MESINC

N

INSTALL:

PERIMETER SILT FENCING (TYPE IV WIRE BACKED)

ALONG THE PROJECT LIMITS AS SHOWN. PROVIDE

HAY BALES ADJACENT TO WETLAND LIMITS.

INSTALL:

PERIMETER SILT FENCING (TYPE IV WIRE BACKED)

ALONG THE PROJECT LIMITS AS SHOWN. PROVIDE

HAY BALES ADJACENT TO WETLAND LIMITS.

INSTALL:

PERIMETER SILT FENCING (TYPE IV WIRE BACKED)

ALONG THE PROJECT LIMITS AS SHOWN. PROVIDE

HAY BALES ADJACENT TO WETLAND LIMITS.

INSTALL:

PERIMETER SILT FENCING (TYPE IV WIRE BACKED)

ALONG THE PROJECT LIMITS AS SHOWN. PROVIDE

HAY BALES ADJACENT TO WETLAND LIMITS.

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\ Je ff er so n

A ve

P er m it\

J ef fe rs on

A ve nu e

Pr op os ed

.d w g, /1 5/

1:

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