Agenda 07/14/2020 Item #16A23 (State DEP Agmt. - Monitoring Mangroves Goodland Dr.)07/14/2020
EXECUTIVE SUMMARY
Recommendation to approve a Local Sponsor Agreement (the "Agreement") between the State of
Florida, Department of Environmental Protection ("State DEP"), by and through the Rookery Bay
National Estuarine Research Reserve ("RBNERR") and Collier County, a political subdivision of
the State of Florida, for the monitoring of existing mangrove population related to environmental
permitting conditions required for the construction of Project No. 60200, Goodland Drive.
OBJECTIVE: To approve an Agreement between the State DEP through the Rookery Bay National
Estuarine Research Reserve with Collier County for the monitoring of the existing mangrove population
in the direct vicinity of Project No. 60200, Goodland Drive and authorize the Chairman to sign the
attached agreement.
CONSIDERATIONS: The U.S. Army Corps of Engineers and the Southwest Florida Water
Management District issued Permits No. SAJ-2019-00929 and No. 11-103134-P, respectively, to
RBNERR and Collier County for the operation and maintenance of a stormwater management system
during construction activities on Project No. 60200, Goodland Drive.
It is a condition of the above -referenced Permits to adhere to a Monitoring Plan that requires specific pre
and post -construction monitoring and maintenance.
Collier County is a co-permittee of the Permits and has agreed to be responsible for the costs of
implementing the Monitoring Plan, which has an estimated cost of $15,000 to $20,000 per year.
Monitoring will consist of one sampling event pre -construction and annually five years post -construction.
FISCAL IMPACT: Funds for Project No. 60200 will be provided by Gas Tax. The newly constructed
road will require minimal maintenance that will be absorbed into the regular maintenance schedule
resulting in minimum cost impact.
GROWTH MANAGEMENT IMPACT: The Project is in conformance with the goals and objectives of
the Transportation Element of the Growth Management Plan.
LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote
for Board approval.-SRT
RECOMMENDATION: To approve an Agreement between the State DEP through the Rookery Bay
National Estuarine Research Reserve with Collier County for the monitoring of the existing mangrove
population in the direct vicinity of Project No. 60200, Goodland Drive and authorize the Chairman to sign
the attached agreement.
Prepared by: Mario A. Puente, P.E. - C.G.C., Sr. Project Manager, Transportation Engineering Division
ATTACHMENT(S)
1. MOU Between Collier County and Rookery Bay(PDF)
2. Monitoring Plan (PDF)
3. 190726-2_Permit 20200331 - EXECUTED (PDF)
4. [linked] 20200424 1 ST TO Letter and Permit Instrument -signed (PDF)
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16.A.23
07/14/2020
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.23
Doe ID: 12581
Item Summary: Recommendation to approve a Local Sponsor Agreement (the "Agreement")
between the State of Florida, Department of Environmental Protection ("State DEP"), by and through the
Rookery Bay National Estuarine Research Reserve ("RBNERR") and Collier County, a political
subdivision of the State of Florida, for the monitoring of existing mangrove population related to
environmental permitting conditions required for the construction of Project No. 60200, Goodland Drive.
Meeting Date: 07/14/2020
Prepared by:
Title: — Transportation Engineering
Name: Mario Puente
06/09/2020 8:58 AM
Submitted by:
Title: Division Director - Transportation Eng — Transportation Engineering
Name: Jay Ahmad
06/09/2020 8:58 AM
Approved By:
Review:
Transportation Engineering
Transportation Engineering
Procurement Services
Growth Management Department
Growth Management Department
Growth Management Department
County Attorney's Office
Office of Management and Budget
County Attorney's Office
Office of Management and Budget
County Manager's Office
Board of County Commissioners
Marlene Messam
Additional Reviewer
Jay Ahmad
Additional Reviewer
Opal Vann
Level 1 Purchasing Gatekeeper
Judy Puig
Level 1 Reviewer
Judy Puig
Deputy Department Head Review
Thaddeus Cohen
Department Head Review
Scott Teach
Level 2 Attorney Review
Debra Windsor
Level 3 OMB Gatekeeper Review
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Laura Zautcke
Additional Reviewer
Sean Callahan
Level 4 County Manager Review
MaryJo Brock
Meeting Pending
Completed 06/09/2020 9:03 AM
Completed 06/09/2020 9:41 AM
Completed 06/09/2020 9:51 AM
Completed 06/11/2020 9:43 AM
Skipped 06/09/2020 4:37 PM
Completed 06/17/2020 9:20 AM
Completed 06/22/2020 3:37 PM
Completed 06/22/2020 4:03 PM
Completed 06/23/2020 9:19 AM
Completed 06/28/2020 7:57 PM
Completed 07/06/2020 11:42 AM
07/14/2020 9:00 AM
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LOCAL SPONSOR AGREEMENT
BETWEEN
THE STATE OF FLORIDA
AND
COLLIER COUNTY
THIS AGREEMENT is entered into this day of , by and between State
of Florida, Department of Environmental Protection ("Department" or "RBNERR'), by and
through Rookery Bay National Estuarine Research Reserve ("RBNERR'), and Collier County, a
political subdivision of the State of Florida ("Collier County").
WITNESSETH, THAT:
I. WHEREAS, the U.S. Army Corps of Engineers and the Southwest Florida Water o
Management District issued Permit No. SAJ-2019-00929 and Permit No. 11-103134-P,
respectively, to RBNERR and Collier County, which Permits authorize in part the operation and
maintenance of a stormwater management system, and which by their terms requires as a special c
condition that RBNERR be responsible for maintenance of the flushing channels on State-owned
lands and for monitoring associated with the adjacent mangrove wetlands. The Monitoring Plan is N
incorporated as part of the Permits; and to
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II. WHEREAS, the issuance of the above -referenced Permits and the requirement to adhere to
the Monitoring Plan requires certain post construction monitoring and maintenance, for which the o
RBNERR currently does not have funding; and a
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I11. WHEREAS, Collier County is a co-permittee of the above -referenced Permits, and has
agreed to be responsible for the costs of implementing the Monitoring Plan; and >%
IV. WHEREAS, without this funding commitment for implementation of the Monitoring Plan,
the RBNERR cannot implement the Monitoring Plan; therefore, to conduct the work authorized
by the Permits, Collier County agrees to fully fund implementation of the Monitoring Plan.
NOW THEREFORE, Collier County and the RBNERR agree as follows:
1. Collier County accepts responsibility for fully funding and implementing the Monitoring
Plan, including any modifications thereto, which includes the selection of a monitoring entity,
Collier County must obtain RBNERR's advance agreement to the monitoring entity that it
selects through the County's competitive solicitation process but RBNERR shall not
unreasonably withhold its consent to the selection.
2. It is understood by the parties that Collier County will be responsible for all other
requirements of the Permits, except for maintenance of water conveyances located on State
lands.
3. This Agreement is binding upon the parties and their contractors, agents, employees, and
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third -parties retained or otherwise engaged in fulfilling the obligations set forth herein.
4. Any modifications to this Agreement must be in writing and signed by all parties. No
alterations or modifications from the terms of the Agreement shall be valid unless expressed
in writing and signed by the parties hereto.
5. This Agreement has been delivered in the State of Florida and shall be construed in
accordance with the laws of Florida. Wherever possible, each provision of this Agreement
shall be interpreted in such manner as to be effective and valid under applicable law. If any
provision of this Agreement shall be prohibited or invalid under applicable law, such
provision shall be ineffective to the extent of such prohibition or invalidity, without
invalidating the remainder of such provision or the remaining provisions of this Agreement.
Any action hereon or in connection herewith shall be brought in Collier County, Florida.
6. Each party hereto agrees that it shall be solely responsible for the negligent or wrongful
acts of its employees and agents. However, nothing contained herein shall constitute a waiver
by either party of its sovereign immunity or the provisions of Section 768.28, F.S. Further,
nothing herein shall be construed as consent by a State agency or subdivision of the State to be
sued by third parties in any matter arising out of any contract or this Contract.
7. This Agreement represents the entire understanding between the parties relating to this Z
Agreement.
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IN WITNESSETH WHEREOF, the parties hereto have executed this Agreement, which shall a.
become effective upon the date it is signed by authorized agents of the RBNERR and Collierco
County. N
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION
BY:�� ,
DATE: 05/29/2020
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ATTEST:
Crystal K. Kinzel, Clerk of Courts
And Comptroller
In
Dated:
Approved as to Form and Legality:
Scott R. Teach, Deputy County Attorney
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Burt Saunders, Chairman
Attachments: Permits No. SAJ-2019-00929 Permit No. 11-103134-P
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CONSERVANCY
of Southwest Florida
OUR WATER, LAND, WILDLIFE, FUTURE.
Protecting Southwest Florida's unique natural environment and quality of life ... now and forever.
Memorandum
To: Andrew Miller, Project Manager, Collier County
CC: Jeff Carter, Rookery Bay National Estuarine Research Reserve
Thaddeus Cohen, Growth Management Department Head, Collier County
Collier County Board of County Commissioners
From: Kathy Worley, Director of Environmental Science, & Nicole Johnson, Director of
Environmental Policy
Date: 3/29/2019
Re: Elevation of County Road 92A
The Conservancy of Southwest Florida, on behalf of our over 7,000 supporting families, c
appreciates the County's collaborative efforts as we collectively work to ensure the health, 0
safety and welfare of our community through an environmentally -compatible design for N
elevating County Road 92A (Goodland Drive). During the two recent County/consultant to
meetings in which we have been invited to participate, we believe significant progress has been Z
made to identify mitigation measures that will be straightforward, timely, and suitable for
satisfying permitting agency requirements, while also ensuring that the construction impacts .o
on the surrounding mangrove system is understood. a
Per your request at the Goodland Rt. 92A Construction meeting on March 20, 2019, we have
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analyzed the monitoring requirements included in the Fruit Farm Creek Project, as part of the
SFWMD District Permit No. 11-03308-P. At the end of this memo is the pertinent information
regarding the monitoring efforts pursued in the Fruit Farm Creek Project, in their entirety,
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which included pre and post monitoring of the several different parameters. However, not all
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these parameters are necessary for the road elevation project.
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Minimum Monitoring Criteria for Route 92A Road Elevation Project
The Conservancy's minimum requirements for monitoring were presented to Marco Island
officials in the past when the City was considering elevating Rt. 92A. These requirements are
to comply with the intent of the Deltona Settlement by the Signatories, when any project has
Permit No. 11- Packet Pg. 1224
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the potential to impact the environment (in the case of Rt. 92A the mangroves on either side
of the road). These requirements have not changed. At the minimum, monitoring criteria must
include the following: 1) An evaluation of the existing hydrology (completed by J. R Evans
Engineering); 2) Hydrologic monitoring; and 3) Mangrove assessments over time (one
sampling event pre -construction and annually five years post -construction). In this manner,
any positive, negative, or neutral environmental impacts as a result of a road project to Deltona
Settlement Lands can be evaluated.
Methods:
1) Hydrology: Performed through the use of autonomous water pressure recordings at two
surveyed staff gauge sites, one on each side of Rt. 92A, to ascertain tidal signatures, water
levels, and tidal flushing on either side of the road. Pre -construction hydrologic monitoring
will take place to establish baseline conditions. Post -construction monitoring will be repeated
on an annual basis for five years on either side of the road at the same staff gauges. Post -
construction collected data will be synthesized and compared to the pre -construction baseline.
This type of hydrologic monitoring, once the staff gauges are surveyed in, can be accomplished
using instruments such as HOBO autonomous water pressure recording instruments at each
staff gauge. The units are left in place over a single spring tide and neap tide at minimum, and
then retrieved for reading and interpretation.
Entities that could perform mangrove work: °o
Rookery Bay or entities such as the Coastal Ecology Group (Laura Flynn) 0
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Estimated Cost: N
Inquire with Laura Flynn of the Coastal Ecology Group or Jeff Carter of Rookery Bay since to
these are suggested groups that could provide this service. Although the Conservancy could 6
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perform this work we would have to purchase the autonomous pressure recorders whereas
Laura and Jeff might have them already, which would cut the cost. o
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2) Mangrove Floristic Characteristics: Four 5 in 5 m (25 m2) fixed square mangrove r
monitoring plots or six meter radius circular plots will be established, two on each side of Rt. co
92A. A variant of a stratified random sampling regime, will as used to stratify plots on each
side of Rt. 92A, with half in lower and half in higher elevation areas based upon best
professional judgment of local topography. Each plot will be permanently marked with a
numbered PVC pipes and a photo point will be established at each plot. The center of each plot =
will be mapped using GPS coordinates.
All trees within each plot greater than 150 cm in height will be identified to species that include
Red Mangrove (Rhizophora mangle L.) (R), Black Mangrove, (Avicennia germinans L) (B),
or White Mangrove (Laguncularia racemosa L.) (W). All trees will be tagged, measured
(Diameter at Breast Height (DBH)), and visually classified for condition —relatively healthy,
stressed, very stressed, or dead —once pre -construction to establish a baseline and annually for
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five years post -construction. Distance and bearing of each mangrove tree and sapling will be
measured in relation to a known reference point to determine the exact location of each tree.
A sapling is defined as an established seedling at least 50 cm tall. Saplings will be identified
to species, tagged, measured (height in cm), and visually classified for condition. Canopy cover
estimates will be generated based on an evaluation of cover data collected at 17 established
sample points within each five -meter square plot using a GRS densiometer.
3) Data Analysis: Estimates of floristic composition will be used to assess temporal changes
to vegetation in comparison to the established pre -restoration baseline. Documented
measurements and observations established during annual monitoring surveys will be used to
calculate the following baseline parameters: number of individual trees and seedlings, tree
relative and absolute density of species, mean DBH, total basal area, mean basal area, absolute
and relative dominance, and coverage. A report will be generated at the end of five years
(unless conditions show a substantial decline) and distributed to interested management parties
and permitting agencies.
Entities that could perform mangrove work:
Mangrove monitoring could be performed by the Conservancy of Southwest Florida (Kathy
Worley), Rookery Bay (Jeff Carter/Brita Jessen) or various environmental consultants such as
Turrell, Hall and Associates (Tim Hall), Kevin Ervin, etc.
Estimated Annual Cost:
Since the sampling regime has been decreased to annual monitoring (instead of the more
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intense monitoring required at Fruit Farm Creek) and the faunal components were removed, N
the estimated annual cost is likely nominal. to
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$15,000 — $20,000 per year.
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Additional Information a
For reference, below are specific excerpts from the Fruit Farm Creek Project, as part of r
described in the SFWMD District Permit No. 11-03308-P; section: Individual Environmental CO
Resource Permit Staff Report, page 4 of 15 subtitled Monitoring/Maintenance (Permit
attached) for criteria used to monitor the effects of the Fruit Farm Creek project.
1) Hydrology using autonomous water pressure recordings at existing surveyed staff
gauges (work was performed by Coastal Ecology Group — Robin Lewis & Laura
Flynn)
Preconstruction hydrologic monitoring has taken place in order to model the existing natural
and modified hydrology as defined by the tidal signature within two of the three proposed
restoration areas (die -off areas #2 and #3) and within an area of live but stressed mangroves,
as compared with a control station of healthy mangroves on the north side of CR 92 (total four
stations) (see Sheet 2 of 8 of the Permit Drawing set). The collected data is synthesized and
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shown in the Hydrologic Analysis prepared by J. R. Evans Engineering and included in the
application package. The normal tidal signature for a mixed semi -diurnal tide at the control
station is plotted and compared with that found in the dead and stressed mangroves, which
show standing water after high spring tides that gradually decline in elevation over time with
evaporation. These long- term elevated water levels have killed or stressed the 161 acres of
mangroves within the Project Area.
The goal of the restoration project is to restore the hydrology within the dead or stressed areas
such that long -tern] elevated water levels cease to exist. This will be monitored with
reinstallation of the HOBO autonomous water pressure recording instruments at the reference
site and whichever of the restoration sites has been restored. The same surveyed staff ga uges
currently installed will be used as the installation sites. The units will be left in place over a
single spring tide and neap tide at minimum, and then retrieved for reading and interpretation
by Marine Science, Inc., our contractors for the initial preconstruction hydrologic monitoring.
These data will be reported for each restoration site after restoration activities are complete.
2) Vegetation Monitoring performed by the Conservancy of Southwest Florida — Kathy
Worley (standard mangrove floristic components ) ()
Plot Set up Preparation Four 5 in x 5 in (25 m2) fixed square mangrove monitoring plots were
established in 2012, two restoration plots within the Phase ]a die -off area and two reference plots
within the adjacent mangrove forest on the north side of C.R. 92. In 2014, six additional mangrove
monitoring plots were established on the south side of C.R. 92 (Phase lb). Three of the six plots
were located in the major die -off area and three plots in the adjacent healthier mangrove forested
areas south of C.R. 92. Six aquatic faunal sampling sites were also established in 2012, four within
the Phase la die -off area north of C.R. 92 and two within the tidal creek near the Phase la die -off
area. An additional six aquatic faunal monitoring sites were established in 2014 on the south side
of C.R. 92, within the Phase lb die -off area and nearby tidal creeks.
Efforts were made to ensure the reference plots had similar floristic characteristics to the die -off
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area prior to the forest collapse. Since historically these die -off areas were populated with primarily
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black mangroves, steps were taken to insure reference plots were primarily populated with black
mangrove trees. The plots were installed in a haphazard stratified manner with half in lower and
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half in higher elevation areas based upon best professional judgment of local topography. Corners
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of each plot were permanently marked with numbered PVC pipes and a photo point was established
at one of the corners.
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Manzrove Assessment: A Global Positioning System (GPS) was used to determine the center point
of each plot. Distance and bearing of each mangrove tree and sapling was measured in relation to
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a known reference point to determine the exact location of each tree. All trees within each plot equal
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to or greater than 150 cm in height were identified to species, tagged, measured (DBH — Diameter
at Breast Height (1.4 m)), and visually classified for condition. Tree height was estimated but not
included in tree morphometric measurements since DBH is a better indicator of dry weight than
stem height. Additionally, each tree was visually classified by condition as having minimal stress
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(alive), stressed, very stressed (dying) or dead. For purposes of this study, a sapling was defined as
an established seedling of at least 50 cm tall. Saplings were identified to species, tagged, measured
(height) and visually classified for condition.
Canopy cover estimates were generated based on an evaluation of cover data collected at 17
established sample points within each 5-meter square plot using a GRS densiometer. Sample points
Permit No. 11- Packet Pg. 1227
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were placed at equidistant radii emanating from the center sample point of each plot. This method
of cover sampling has been shown to be accurate, objective and repeatable. A quantitative estimate
of percent ground cover by plant species was estimated using four haphazardly placed one mz
quadrats within the larger plot. Additionally, photographs from an established photo station were
taken at each plot to visually demonstrate any changes in the floristic characterization overtime.
3) Biological Monitoring performed by the Conservancy of Southwest Florida — Kathy
Worley (epifaunal, benthic, and fish) )
pibenthos Assessment: Baseline sampling for epibenthic invertebrates (primarily terrestrial
mollusks and crabs) coincided with mangrove assessments at each of the established plots described
above for vegetation sampling. Epibenthic species were evaluated at the same four haphazardly
positioned one mz quadrats used to assess percent ground cover. Live epibenthic invertebrates were
identified to the lowest taxonomic unit possible and counted within each one mZ quadrat. In the
event that an invertebrate could not be identified in the field, the specimen was collected and
preserved for later identification by a qualified individual. All crab burrows present in each of the
one m2 quadrats within each of the plots were also enumerated.
Aquatic Faunal Assessment. Six sampling sites are being monitored, four restoration sites within
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the die -off of Phase ]a area of the restoration project and two reference sites within the adjacent
mangrove forest on the north side of C.R. 92 near or in shallow tidal tributaries where water levels
are sufficient for trap deployment. Four clear, plastic traps (Breder) were set in shallow waters (<
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50 cm; actual depth recorded) at each sampling site. Captured fish were identified to the lowest
possible taxonomic level. Fish that could not be field identified were preserved in 10% formalin and
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returned to the laboratory for positive identification. The first 30 fish of a given species were
measured (total length) and the remainder enumerated. With the exception of voucher specimens,
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all fish were released alive at the site. Water conditions (temperature and salinity) and weather
conditions were recorded during each sampling event using a handheld YSI (Yellow Springs
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Instrument) Model 85 meter and a Kestral 3000 weather meter respectively. Attempts were made to
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use seines and cast nets in the main tidal channel on the north side of C.R. 92. However, the die -off
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and adjacent mangrove reference areas were too littered with objects that snagged the nets,
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preventing accurate use of these two methods and thus were subsequently discontinued.
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During fish trap deployment, aquatic invertebrate samples are collected from each of the six sites
using a 30 cm x 30 cm 1,400 micron mesh D frame dipnet. Multiple sweeps are performed in
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vegetation and benthic substrates until no additional taxa are observed during 3 successive sweeps
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(typically represents the asymptote of the taxa accumulation curve). Dipnet samples are field -sorted
using forceps, eyedroppers and sorting pans. Aquatic invertebrates are placed in 80% ethanol and
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returned to the lab for identification. Samples are sorted under a Meiji (Santa Clara, CA) EMZ-8TR
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stereo microscope (magnification 7X - 90X using IOX — 20X eyepieces). Aquatic invertebrates are
identified to the lowest taxonomic level using keys available through FDEP Bureau of Laboratories
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(http://www.floridadep. or/la�bs/cgi-bin/sbio/keys.asp) as well as Merritt, et al., (2008) and other
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available resources.
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4) Data Anal
Documented measurements and observations recorded during assessment periods are used to make
comparisons between reference and restoration areas pre and post -restoration. The floristic dataset
is used to calculate the following baseline parameters: number of individual trees and saplings, tree
relative and absolute density of species, mean DBH, total basal area, mean basal area, absolute
and relative dominance, tree condition, and canopy and ground coverage. Vegetative data is
summarized by plot and by type (reference or restoration area). Subsequent assessments overtime
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will allow for evaluation of overall tree and sapling recruitment and mortality rates, which will help
indicate whether or not the restoration is successful.
The epibenthic dataset is being used to assess the soil overtime based upon what types of organisms
are utilizing the substrate (number of individuals by species by plot, and crab hole density by plot
and by plot type). The aquatic faunal dataset is being used to assess species richness and abundance
overtime and is based upon the total number of individuals.
The monitoring schedule for the Fruit Farm Creek Project described in the permit was as
follows:
TABLE 2. PROJECT TIMELINE FRUITFARM CREEK
EVENT
Year 1
Year 2
Year3
Year 4
Year 5
Restoration Activities
X
Phase la
X
Phase lb
X*
Phase 2a
X*
Time Zero Monitoring & Report
X
+3 Month Monitoring
X
+6 Month Monitoring
X
First Semi-annual Report
X
+9 Month Monitoring
X
+12 Month Monitoring
X
First Annual Report
X
+18 Month Monitoring
X
Second Semi -Annual Report
X
+24 Month Monitoring
X
Second Annual Report
X
+36 Month Monitoring & Report
X
+48 Month Monitoring & Report
X
+60 Month Monitoring & Report
X
*Dependent on project funding. Construction of Phases lb and 2 could occur in Year 2 or later if construction funds are
not obtained.
The Conservancy looks forward to continuing to work with the County and all parties to
ensure the timely completion of this project in an environmentally compatible manner.
Please contact us if you have any questions.
Thank you!
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Permit No. 11- Packet Pg. 1229
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South Florida Water Management District
Individual Environmental Resource Permit No. 11-103134-P
Date Issued: March 31, 2020
Permittee: Rookery Bay National Estuarine Research Reserve
Collier County Board of County Commissioners
Project: Goodland Drive Rehabilitation Project
Application No. 190726-2
Location: Collier County, See Exhibit 1
Your application for an Individual Environmental Resource Permit is approved. This action is taken based
on Chapter 373, Part IV, of Florida Statutes (F.S.) and the rules in Chapter 62-330, Florida Administrative
Code (F.A.C.). Unless otherwise stated, this permit constitutes certification of compliance with state water
quality standards under section 401 of the Clean Water Act, 33 U.S.C. 1341, and a finding of consistency
with the Florida Coastal Management Program. Please read this entire agency action thoroughly and
understand its contents.
This permit is subject to:
• Not receiving a filed request for a Chapter 120, F.S., administrative hearing.
• The attached General Conditions for Environmental Resource Permits.
• The attached General Conditions for Authorizations.
• The attached Special Conditions.
• All referenced Exhibits.
All documents are available online through the District's ePermitting site at www.sfwmd.gov/ePermittinci. 6
If you object to these conditions, please refer to the attached "Notice of Rights" which addresses the
procedures to be followed if you desire a public hearing or other review of the proposed agency action. 0-
Please contact this office if you have any questions concerning this matter. If we do not hear from you in a
accordance with the "Notice of Rights", we will assume that you concur with the District's action.
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The District does not publish notices of action. If you wish to limit the time within which a person may
request an administrative hearing regarding this action, you are encouraged to publish, at your own o
expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation LU
in the county or counties where the activity will occur. Legal requirements and instructions for publishing a
notice of agency action, as well as a noticing format that can be used, are available upon request. If you X
publish a notice of agency action, please send a copy of the affidavit of publication provided by the w
newspaper to the District's West Palm Beach office for retention in this file.
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If you have any questions regarding your permit or need any other information, please call us atcm
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1-800-432-2045 or email ERP@sfwmd.gov. o
Melissa Roberts, P.E.
Administrator, Environmental Resource Bureau
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Permittees:
Rookery Bay National Estuarine Research Reserve
300 Tower Road
Naples, FL 34113
Collier County Board of County Commissioners
2885 South Horseshoe Drive
Naples, FL 34104
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Permit No: 11-103134-P, Page 2 of 21
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South Florida Water Management District
Individual Environmental Resource Permit No. 11-103134-P
Date Issued: March 31, 2020 Expiration Date: March 31, 2025
Project Name: Goodland Drive Rehabilitation Project
Permittees: Rookery Bay National Estuarine Research
Reserve
300 Tower Road
Naples, FL 34113
Collier County Board of County Commissioners
2885 South Horseshoe Drive
Naples, FL 34104
Operating Entity: Collier County Board of County Commissioners
2885 South Horseshoe Drive
Naples, FL 34104
Location:
Permit Acres:
Project Land Use:
Special Drainage District:
Water Body Classification:
FDEP Water Body ID:
Collier County
7.34 acres
Government or Institutional
N/A
CLASS II
3278P
Wetland and Surface Water Impacts: 1.24 acres
Conservation Easement to District: No
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Sovereign Submerged Lands: Yes Type: Letter of Consent
Project Summary
This Environmental Resource Permit authorizes Construction and Operation of a stormwater
management (SWM) system serving 7.34 acres of roadway development known as Goodland
Drive Rehabilitation Project. This permit includes a Letter of Consent authorization to use
Sovereign Submerged Lands.
The project will rehabilitate Goodland Drive by raising the elevation of the road and installing pipes
under Goodland Drive. This authorization includes the installation of five (5), 42-inch culverts at
two locations and the construction of two flushing canals that will extend the pipes within the
Collier County road right-of-way and cross onto Rookery Bay National Estuarine Research
Reserve (RBNERR) property to reach Goodland Bay.
Issuance of this permit constitutes certification of compliance with state water quality standards in
accordance with Rule 62-330.062, F.A.C..
Site Description
The site is an existing roadway. There are no SWM facilities serving the roadway. Please see the
location map attached as Exhibit 1.0.
Permit No: 11-103134-P, Page 3 of 21
Packet Pg. 1232
For information on wetland and surface water impacts, please see the Wetlands and 16.A.23.c
Surface Waters section of this permit.
Ownership, Operation and Maintenance
Perpetual operation and maintenance of the stormwater management system within the roadway
is the responsibility of Collier County Board of County Commissioners as indicated in the
submitted correspondence. Maintenance of the proposed flushing channels within state property
is the responsibility of the Rookery Bay National Estuarine Research Reserve. Upon completion of
construction and in conjunction with submittal of the construction completion certification, a
request for transfer to the operating entity with supporting documentation must be submitted in
accordance with General Condition No. 7.
Engineering Evaluation:
Land Use a
The 7.34-acre roadway project does not increase the 3.26-acre impervious land coverage within
the project limits.
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Water Quality °
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No water quality treatment is required for the project. The project does not change the existing r-
land use or increase the impervious land cover. The project includes implementation of an Erosion
Control Plan (included in Exhibit No. 2.0) as additional reasonable assurance of compliance with
water quality criteria during construction and operation. o
Water Quantity
No attenuation is required for the project. The project does not change the existing land use or o
increase the impervious land cover. The roadway will be constructed with a crown elevation of 4.0
feet, NAVD, equal to or above the existing roadway elevation. o
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Certification, Operation, and Maintenance `O
Pursuant to Chapter 62-330.310, F.A.C., Individual Permits will not be converted from the z°
construction phase to the operation phase until construction completion certification of the project 0
is submitted to and accepted by the District. This includes compliance with all permit conditions, 0-
except for any long term maintenance and monitoring requirements. It is suggested that the a
permittee retain the services of an appropriate professional registered in the State of Florida for co
periodic observation of construction of the project. N
For projects permitted with an operating entity that is different from the permittee, it should be
noted that until the construction completion certification is accepted by the District and the permit
is transferred to an acceptable operating entity pursuant to Sections 12.1-12.3 of the Applicant's
Handbook Volume I and Section 62-330.310, F.A.C., the permittee is liable for operation and
maintenance in compliance with the terms and conditions of this permit.
In accordance with Section 373.416(2), F.S., unless revoked or abandoned, all SWM systems and
works permitted under Part IV of Chapter 373, F.S., must be operated and maintained in
perpetuity.
The efficiency of SWM systems, dams, impoundments, and most other project components will
decrease over time without periodic maintenance. The operation and maintenance entity must
perform periodic inspections to identify if there are any deficiencies in structural integrity,
degradation due to insufficient maintenance, or improper operation of projects that may endanger
public health, safety, or welfare, or the water resources. If deficiencies are found, the operation
and maintenance entity is responsible for correcting the deficiencies in a timely manner to prevent
compromises to flood protection and water quality. See Section 12.4 of the Applicant's Handbook
Volume I for Minimum Operation and Maintenance Standards.
Permit No: 11-103134-P, Page 4 of 21
Packet Pg. 1233
16.A.23.c
Engineering Evaluation Tables:
Land Use
Basin
TArea
Type
(ac)
of To
%Basintal
Impervious
3.26
44.41
Project
Pervious
4.08
55.59
Total:
7.34
100%
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Permit No: 11-103134-P, Page 5 of 21
Packet Pg. 1234
16.A.23.c
Environmental Evaluation:
Wetlands and Other Surface Waters
The project site contains wetlands totaling 5.09 acres. Please see Exhibit 3.0 for wetland
locations. The wetlands can generally be described as mangrove swamp. Additional wetland 00
descriptions are available in the ePermitting file. The project will result in 1.24 acres of direct
wetland impacts and 3.85 acres of secondary wetland impacts as described in the table below.
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Exhibit 3.1 identifies the locations of the wetland impacts.
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This is a road improvement and rehabilitation project for Goodland Drive, which is a Collier County
owned road and serves as the sole egress and ingress for the small town of Goodland. The
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proposed roadway improvement is in the public safety interest for the residents and visitors of
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Goodland that utilize this road on a daily basis, as well as in times of emergency, as in the case of
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hurricane evacuations. This road has an extensive history of prolonged flooding that can render
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the road impassable in times of major storm events. One of the goals of the project is to elevate
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the road bed to reduce flooding potential. This project will also serve to re-establish some of
the natural tidal flow to the west of Goodland Drive where the mangrove system is currently
stressed from lack of flushing regularity. The construction of this project will include the installation
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of five (5) 42-inch culvert pipes to improve tidal flow to the mangrove forest to the west; therefore
improving the local ecology. Two flushing canals will also be constructed on the eastern side of
the project to improve the tidal flushing from Goodland Bay to the mangrove forest. For these
reasons, the project meets the public interest test requirements in Subsection 62-330.301-302
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F.A.0 and Section 10, Volume I. For the work to be done in state-owned lands and Outstanding
Florida Waters (Rookery Bay National Estuarine Research Reserve, or RBNERR), this project is
clearly in the public interest.
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To mitigate for the direct and secondary wetland impacts, the applicant will provide off -site
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mitigation in the form of the purchase of mitigation bank credits. The applicant will purchase 1.18
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saltwater forested mitigation bank credits from Little Pine Island (LPIMB) Wetland Restoration &
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Mitigation Bank, as depicted in Exhibit 3.2. The amount of required mitigation was determined
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using the LPI funtional assessment. The final scores can be found in the ePermitting file. Although
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the project is not located within the mitigation bank service area, linear projects such as this are
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exempt from that requirement, as long as cumulative impacts are addressed. The proposed
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mitigation is not located within the same basin as the impacts, therefore please see below for the
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Cumulative Impact Analysis. Additionally, the 3.84 acres of adjacent wetlands that are considered
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secondarily impacted will be enhanced, maintained and monitored by RBNERR. The monitoring
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criteria can be found in Exhibit 3.3.
A portion of the project and wetland impacts occur in State waters that are part of the RBNERR.
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RBNERR will be the entity responsible for perpetual maintenance of the tidal flushing channels
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established by the project on the state owned lands outside of the County's road right-of-way.
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RBNERR maintenance of the flushing channels will include, but may not be limited to, periodic
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removal of any accumulated material or sediment and any other measures necessary to prevent
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obstruction of tidal flushing.
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While the permittee is not proposing functional gain (mitigation lift) for the hydrologic restoration
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component of the project, the Fruit Farm Creek Mangrove Restoration Project (FFCMP)
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documents how the increased hyrologic flow and flushing of this project will enhance and restore
the mangrove forest west of Goodland Drive. A copy of the FFCMP report can be found in the
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ePermitting file. See also Environmental Resource Permit No. 11-03308-P.
Fish, Wildlife, and Listed Species
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The wetlands to be impacted provide habitat for wetland -dependent species including West Indian
manatee, American crocodile, wading birds and Florida bonneted bat. The project is also located
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in the designated critical habitat for the Smalltooth sawfish. A Listed Species Survey was a
Permit No: 11-103134-P, Page 6 of 21
Packet Pg. 1235
conducted in December of 2018 and February of 2019. Based on the results of these surve 16.A.23.c
was determined that impacts to these species are not anticipated as a result of construction of this
project. The proposed mitigation will provide or improve habitat for wetland -dependent and aquatic
species. No aquatic or wetland -dependent listed species or species having special protection were
observed to be using the uplands within the project for nesting or denning.
This permit does not relieve the applicant from complying with all applicable rules and any other
agencies' requirements if, in the future, endangered or threatened species or species of special
concern are discovered on the site.
Cumulative Impact Analysis
Since the mitigation is not located within the same basin as the wetland impacts, a cumulative
impact analysis was conducted for the saltwater forested wetlands within the West Collier Basin
pursuant to Rule 10.2.8 of Volume I. This analysis can be found in the ePermitting file.
It was determined that the Goodland Road Rehabilitation Project (proposed project) is located
within the Coastal Basin watershed and Rookery Bay sub -watershed and not within the West
Collier Regulatory Drainage Basin, due to its close proximity to the Gulf of Mexico. According to
the SFWMD GIS Data, the Coastal Basin watershed is approximately 193,498.02 acres in size
and the Rookery Bay sub -watershed represents 91,535.91 acres of the Coastal Basin. For the
proposed project, there are no viable mitigation options within the Rookery Bay sub -watershed,
because the nearest mitigation bank with in -kind wetland mitigation is Little Pine Island Mitigation
Bank (LPIMB), which is approximately 50 miles to the north and outside the regulatory basin for
the proposed project. A cumulative impact assessment was conducted to evaluate the past,
present and reasonably expected future activities with similar impacts within the Rookery Bay sub -
watershed and to demonstrate applicability to utilize LPIMB to offset wetland impacts for the
proposed project. Based on this information, the proposed project will impact less than one
percent of the total mangrove habitats in the immediate vicinity of the proposed project. In
addition, the proposed culverts and flushing channels will improve the hydrology of the
surrounding mangrove system. Therefore, the proposed project will have a negligible impact to the
overall total amount of mangrove forest in the region.
Based on the analysis provided and available information, the District has determined that the
project will not result in unacceptable cumulative impacts to the Coastal Basin. This conclusion is
project specific and does not apply to any other application.
Sovereignty Submerged Lands
The northern most extension of the flushing channels are located on sovereignty submerged lands
- lands owned by the State of Florida; therefore, the project requires authorization from the Board
of Trustees of the Internal Improvement Trust Fund (Board of Trustees), pursuant to Article X,
Section 11 of the Florida Constitution, and Section 253.77, F.S. The District is delegated the
authority to take final agency action for this application on behalf of the Board of Trustees,
pursuant to Rule 18-21.0051(2), F.A.C.
The District has determined that the activities on State Lands qualifies for a Letter of Consent, as
long as the work performed is located within the boundaries as described and is consistent with
the conditions herein. The proposed flushing channels are considered environmental restoration
for purposes of Chapter 18-21 F.A.C.
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Permit No: 11-103134-P, Page 7 of 21
Packet Pg. 1236
16.A.23.c
Environmental Evaluation Tables:
Summary
Wetlands and Other Surface Waters: 5.09 acres
Direct Impacts: 1.24 acres
Secondary impacts: 3.85 acres
Net UMAM Functional Loss/ Gain: 0 units
Total Onsite Mitigation Area: 0 acres
Total Offsite Mitigation Area: 0 acres
Total Mitigation Bank Credits Provided
Mitigation Bank
IType
JTotal Credits
Little Pine Island
ISF
1 1.18
Total: 1.18
Wetland Impacts
Activities in Wetlands or Other Surface Waters. With Mitiaation at a Bank
Community
Current
With
Ratio or Add'I
Minimum Credits
ID
Acres
Description
Bank Name
Method
Score
Score
factor
Needed
1
1.24
Mangrove Swamps
Little Pine
LPI
0.73
0
1
0.91
Island
Little Pine
2
3.85
Mangrove Swamps
LPI
0.73
0.66
1
0.27
Island
Total: 5.09
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Permit No: 11-103134-P, Page 8 of 21
Packet Pg. 1237
16.A.23.c
Related Concerns:
Historical/ Archeological Resources
On August 21, 2019, the District received a letter from the Florida Department of State, Division of
Historical Resources (DHR) requesting the applicant to perform a systematic, professional
archaeological and historical survey. The applicant arranged to perform the requested
archaeological and historical survey for the property and submitted the report to DHR. On January
13, 2020. the District received a letter from DHR stating, based on the findings of the report, that
the project will likely have no effect on historic properties listed, or eligible for listing, on the NRHP,
or otherwise of historical, architectural, or archaeological value.
This permit does not release the permittee from complying with any other agencies requirements
in the event that historical and/or archaeological resources are found on the site.
Water Use Permit Status
The applicant has indicated that a source for irrigation water for the project will not be required.
The applicant has indicated that dewatering is not required for construction of this project.
This permit does not release the permittee from obtaining all necessary Water Use
authorization(s) prior to the commencement of activities which will require such authorization,
including construction dewatering and irrigation.
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Permit No: 11-103134-P, Page 9 of 21
Packet Pg. 1238
General Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C. 16.A.23.c
1. All activities shall be implemented following the plans, specifications and performance criteria
approved by this permit. Any deviations must be authorized in a permit modification in
accordance with rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject
the permittee to enforcement action and revocation of the permit under Chapter 373, F.S.
2. A complete copy of this permit shall be kept at the work site of the permitted activity during the
construction phase, and shall be available for review at the work site upon request by the
Agency staff. The permittee shall require the contractor to review the complete permit prior to
beginning construction.
3. Activities shall be conducted in a manner that does not cause or contribute to violations of state
water quality standards. Performance -based erosion and sediment control best management
practices shall be installed immediately prior to, and be maintained during and after construction
as needed, to prevent adverse impacts to the water resources and adjacent lands. Such
practices shall be in accordance with the State of Florida Erosion and Sediment Control
Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida
Department of Transportation, June 2007), and the Florida Stormwater Erosion and
Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection,
Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both
incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific
erosion and sediment control plan is approved or other water quality control measures are
required as part of the permit.
4. At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the
6
Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice," (October
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1, 2013), (http://www.flrules.org/Gateway/reference.asp?No=Ref-02505), incorporated by
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reference herein, indicating the expected start and completion dates. A copy of this form may be
10
obtained from the Agency, as described in subsection 62-330.010(5), F.A.C., and shall be
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submitted electronically or by mail to the Agency. However, for activities involving more than
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one acre of construction that also require a NPDES stormwater construction general permit,
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submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large
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and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of
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commencement of construction under this chapter and, in such a case, submittal of Form
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62-330.350(1) is not required.
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5. Unless the permit is transferred under rule 62-330.340, F.A.C., or transferred to an operating
entity under rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms, and
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conditions of the permit for the life of the project or activity.
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6. Within 30 days after completing construction of the entire project, or any independent portion of
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the project, the permittee shall provide the following to the Agency, as applicable:
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a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex-
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"Construction Completion and Inspection Certification for Activities Associated With a Private
Single -Family Dwelling Unit"[Form 62-330.310(3)]; or
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b. For all other activities- "As -Built Certification and Request for Conversion to Operational
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Phase" [Form 62-330.310(1)].
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c. If available, an Agency website that fulfills this certification requirement may be used in lieu of
the form.
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7. If the final operation and maintenance entity is a third party:
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a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance,
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or within 30 days of as -built certification, whichever comes first, the permittee shall submit, as
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Permit No: 11-103134-P, Page 10 of 21
Packet Pg. 1239
applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 1 16.A.23.c
of Volume 1) as filed with the Florida Department of State, Division of Corporations, and a copy
of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded
with the Clerk of the Court in the County in which the activity is located.
b. Within 30 days of submittal of the as -built certification, the permittee shall submit "Request
for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance m
Entity" [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity,
along with the documentation requested in the form. If available, an Agency website that fulfills o
this transfer requirement may be used in lieu of the form. W
8. The permittee shall notify the Agency in writing of changes required by any other regulatory
agency that require changes to the permitted activity, and any required modification of this
permit must be obtained prior to implementing the changes.
9. This permit does not:
a. Convey to the permittee any property rights or privileges, or any other rights or privileges
other than those specified herein or in Chapter 62-330, F.A.C.;
b. Convey to the permittee or create in the permittee any interest in real property;
c. Relieve the permittee from the need to obtain and comply with any other required federal,
state, and local authorization, law, rule, or ordinance; or
d. Authorize any entrance upon or work on property that is not owned, held in easement, or
controlled by the permittee.
10. Prior to conducting any activities on state-owned submerged lands or other lands of the state,
title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the
permittee must receive all necessary approvals and authorizations under Chapters 253 and
258, F.S. Written authorization that requires formal execution by the Board of Trustees of the
Internal Improvement Trust Fund shall not be considered received until it has been fully
executed.
11. The permittee shall hold and save the Agency harmless from any and all damages, claims, or
liabilities that may arise by reason of the construction, alteration, operation, maintenance,
removal, abandonment or use of any project authorized by the permit.
12. The permittee shall notify the Agency in writing:
a. Immediately if any previously submitted information is discovered to be inaccurate; and
b. Within 30 days of any conveyance or division of ownership or control of the property or the
system, other than conveyance via a long-term lease, and the new owner shall request transfer
of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots
or units in residential or commercial subdivisions or condominiums where the stormwater
management system has been completed and converted to the operation phase.
13. Upon reasonable notice to the permittee, Agency staff with proper identification shall have
permission to enter, inspect, sample and test the project or activities to ensure conformity with
the plans and specifications authorized in the permit.
14. If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools,
dugout canoes, metal implements, historic building materials, or any other physical remains
that could be associated with Native American, early European, or American settlement are
encountered at any time within the project site area, the permitted project shall cease all
activities involving subsurface disturbance in the vicinity of the discovery. The permittee or
other designee shall contact the Florida Department of State, Division of Historical Resources,
Compliance Review Section (DHR), at (850)245-6333, as well as the appropriate permitting
agency office. Project activities shall not resume without verbal or written authorization from
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Permit No: 11-103134-P, Page 11 of 21
Packet Pg. 1240
the Division of Historical Resources. If unmarked human remains are encountered, all 16.A.23.c
shall stop immediately and the proper authorities notified in accordance with section 872.05,
F.S. For project activities subject to prior consultation with the DHR and as an alternative to the
above requirements, the permittee may follow procedures for unanticipated discoveries as set
forth within a cultural resources assessment survey determined complete and sufficient by
DHR and included as a specific permit condition herein. m
15. Any delineation of the extent of a wetland or other surface water submitted as part of the
permit application, including plans or other supporting documentation, shall not be considered
binding unless a specific condition of this permit or a formal determination under Rule
62-330.201, F.A.C., provides otherwise.
16. The permittee shall provide routine maintenance of all components of the stormwater
management system to remove trapped sediments and debris. Removed materials shall be
disposed of in a landfill or other uplands in a manner that does not require a permit under
Chapter 62-330, F.A.C., or cause violations of state water quality standards.
17. This permit is issued based on the applicant's submitted information that reasonably
demonstrates that adverse water resource -related impacts will not be caused by the completed
permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate
the cause, obtain any necessary permit modification, and take any necessary corrective
actions to resolve the adverse impacts.
18. A Recorded Notice of Environmental Resource Permit may be recorded in the county public
records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance
upon the property.
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Permit No: 11-103134-P, Page 12 of 21
Packet Pg. 1241
General Conditions for Authorizations for Use of Sovereign Submerged Lands, Rule 16.A.23.c
18-21.004(7), F.A.C.
All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for
aquaculture activities and geophysical testing, shall be subject to the general conditions as set
forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations
under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253
or Chapter 258, Part II, F.S.
(a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from
the specified activity or use and the conditions for undertaking that activity or use shall constitute a
violation. Violation of the authorization shall result in suspension or revocation of the grantee's use
of the sovereignty submerged land unless cured to the satisfaction of the Board.
(b) Authorizations convey no title to sovereignty submerged land or water column, nor do they
constitute recognition or acknowledgment of any other person's title to such land or water.
(c) Authorizations may be modified, suspended or revoked in accordance with their terms or the
remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C.
(d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to
sovereignty submerged lands and resources.
(e) Construction, use, or operation of the structure or activity shall not adversely affect any species
which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004,
and 68A-27.005, F.A.C.
(f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of o
competent jurisdiction determines that riparian rights have been unlawfully affected, the structure N
or activity shall be modified in accordance with the court's decision. o
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(g) Structures or activities shall not create a navigational hazard. Z
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(h) Structures shall be maintained in a functional condition and shall be repaired or removed if they a
become dilapidated to such an extent that they are no longer functional. This shall not be ••
construed to prohibit the repair or replacement subject to the provisions of Rule 18-21.005, F.A.C., CO
within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire.
(i) Structures or activities shall be constructed, operated, and maintained solely for water Lou
dependent purposes, or for non -water dependent activities authorized under paragraph M
18-21.004(1)(g), F.A.C., or any other applicable law. x
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Permit No: 11-103134-P, Page 13 of 21
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16.A.23.c
Special Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.
1. The construction authorization for this permit shall expire on the date shown on page 3
2.Operation and maintenance of the stormwater management system shall be the responsibility of
Collier County Board of County Commissioners. Rookery Bay National Estuarine Research
Reserve shall be responsible for maintenance of the flushing channels on state-owned lands,
and for monitoring associated with the adjacent mangrove wetlands. Upon completion of
construction and in conjunction with submittal of the as -built certification, a request for transfer to
the operating entity with supporting documentation must be submitted in accordance with
General Condition No. 7.
3.A stable, permanent and accessible elevation reference shall be established on or within one
hundred (100) feet of all permitted discharge structures no later than the submission of the
certification report. The location of the elevation reference must be noted on or with the
certification report.
4. Prior to initiating construction activities associated with this Environmental Resource Permit
(ERP), the permittee is required to hold a pre -construction meeting with field representatives, o
consultants, contractors, District Environmental Resource Bureau (ERB) staff, and any other
local government entities as necessary. The purpose of the pre -construction meeting is to
discuss construction methods, sequencing, best management practices, identify work areas, o
staking and roping of preserves where applicable, and to facilitate coordination and assistance
amongst relevant parties. To schedule a pre -construction meeting, please contact ERB staff from
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the Fort Myers Service Center at (239) 338-2929 or via e-mail at: pre-con@sfwmd.gov. When
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sending a request for a pre -construction meeting, please include the application number, permit
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number, and contact name and phone number.
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5. This permit does not authorize the permittee to cause any adverse impact to or "take" of state
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listed species and other regulated species of fish and wildlife. Compliance with state laws
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regulating the take of fish and wildlife is the responsibility of the owner or applicant associated
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with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions
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of "take" and a list of fish and wildlife species. If listed species are observed onsite, FWC staff
are available to provide decision support information or assist in obtaining the appropriate FWC
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permits. Most marine endangered and threatened species are statutorily protected and a "take"
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permit cannot be issued. Requests for further information or review can be sent to:
FWCConservationPlanningServices@MyFWC.com.
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6. Prior to commencement of construction, and in accordance with the work schedule herein, the
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permittee shall submit documentation from Little Pine Island Mitigation Bank that 1.18
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saltwater forested credits for this project have been paid for in full and deducted from the Litlle
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Pine Island Mitigation Bank's ledger.
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7. The permittee shall comply with the following protected species construction conditions: a. The
permittee shall instruct all personnel associated with the project of the potential presence of
these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All
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construction personnel are responsible for observing water -related activities for the presence of
these species. b. The permittee shall advise all construction personnel that there are civil and
criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are
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protected under the Endangered Species Act of 1973. c. Siltation barriers shall be ma 16.A.23.c
material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly
secured, and be regularly monitored to avoid protected species entrapment. Barriers may not
block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior
agreement from the National Marine Fisheries Service's Protected Resources Division, St.
Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no a
wake/idle" speeds at all times while in the construction area and while in water depths where the
draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will
preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea o
turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging
operation or vessel movement, all appropriate precautions shall be implemented to ensure its
protection. These precautions shall include cessation of operation of any moving equipment c
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closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical C
construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen i
within a 50-ft radius of the equipment. Activities may not resume until the protected species has
departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or i
smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's
Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/
rescue organization.
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8. STANDARD MANATEE CONDITIONS FOR IN -WATER WORK (2011) 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 Jacksonville
(1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and 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 8 in. by 11 in. 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
MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed
above.
9. Best management practices shall be utlized along the project corridor during construction to
prevent water qualtiy impacts to adjacent wetlands and water bodies. A turbidity control plan
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Permit No: 11-103134-P, Page 15 of 21
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shall be implemented in accordance with Exhibit No. 2.0. Prior to the commenceme 16.A.23.c
construction in Goodland Bay, floating turbidity curtains with weighted skirts that extend to the
bottom of the bay shall be properly installed to isolate adjacent waters from the work area. The
floating turbidity curtains shall be maintained and shall remain in place until all construction is
complete and turbidity levels in the project area meet OFW standards (0 NTU's above
background levels). The permittee shall be responsible for ensuring that turbidity control devices m
are inspected daily and maintained in good working order so that there are no violations of state
water quality standards outside of the turbidity screens or silt fences. o
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16.A.23.c
Project Work Schedule for Permit No. 11-103134-P
The following activities are requirements of this Permit and shall be completed in accordance with the
Project Work Schedule below. Please refer to both General and Special Conditions for more information.
Any deviation from these time frames will require prior approval from the District's Environmental
Resources Bureau and may require a minor modification to this permit. Such requests must be made in
writing and shall include: (1) reason for the change, (2) proposed start/finish and/or completion dates, and
(3) progress report on the status of the project.
Condition Date
No. Added Description
GC 4 03/31/2020 Construction Commencement Notice
GC 6 FO3/31/2020 [Submit Certification
GC 7 03/31/2020 Submit Operation Entity Documentation
SC 6 03/31/2020 Submit Mitigation Bank Ledger
Documentation
SC 7 �/31/2020 Pre -Construction Meeting
GC = General Condition
SC = Special Condition
Due Date
148 hours prior to Construction
30 Days After Construction
Completion
Within 30 days of Certification
05/01 /2020
Prior to Construction
Date
Satisfied
Permit No: 11-103134-P, Page 17 of 21
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16.A.23.c
Distribution List
Chuck Smith, DRMP, Inc
Daniel Flynn, PE, Q Grady Minor & Associates
Charles Lee, Audubon of Florida
Kelly McNab, Conservancy of Southwest Florida
Nicole Johnson, Conservancy of Southwest Florida
Sharon Hummerhielm, The Deltona Corporation
Brad Cornell, National Audubon Society
Michael Chenoweth, Florida Division of the Izaak Walton League of America
Audubon of Florida - Charles Lee
Div of Recreation and Park - District 4
US Army Corps of Engineers - Permit Section
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16.A.23.c
Exhibits
The following exhibits to this permit are incorporated by reference. The exhibits can be viewed by
clicking on the links below or by visiting the District's ePermitting website at
http://my.sfwmd.gov/ePermitting and searching under this application number 190726-2 .
Exhibit No. 1.0 Location Ma
Exhibit No. 2.0 Plans
Exhibit No. 3.0 FLUCFCS Map
Exhibit No. 3.1 Wetland Impact Map
Exhibit No. 3.2 Letter of Reservation
Exhibit No. 3.3 Monitoring Plan
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Permit No: 11-103134-P, Page 19 of 21
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NOTICE OF RIGHTS
As required by Chapter 120, Florida Statutes, the following provides notice of the opportunities
which may be available for administrative hearing pursuant to Sections 120.569 and 120.57,
Florida Statutes, or judicial review pursuant to Section 120.68, Florida Statutes, when the
substantial interests of a party are determined by an agency. Please note that this Notice of
Rights is not intended to provide legal advice. Some of the legal proceedings detailed below
may not be applicable or appropriate for your situation. You may wish to consult an attorney
regarding your legal rights.
RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose substantial interests are or may be affected by the South Florida Water
Management District's (District) action has the right to request an administrative hearing on
that action pursuant to Sections 120.569 and 120.57, Florida Statutes. Persons seeking a
hearing on a District decision which affects or may affect their substantial interests shall file a
petition for hearing in accordance with the filing instructions set forth herein within 21 days of
receipt of written notice of the decision unless one of the following shorter time periods apply:
(1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed
applications for environmental resource permits and use of sovereign submerged lands
pursuant to Section 373.427, Florida Statutes; or (2) within 14 days of service of an
Administrative Order pursuant to Section 373.119(1), Florida Statutes. "Receipt of written
notice of agency decision" means receipt of written notice through mail, electronic mail, posting,
or publication that the District has taken or intends to take final agency action. Any person who
receives written notice of a District decision and fails to file a written request for hearing within
the timeframe described above waives the right to request a hearing on that decision.
If the District takes final agency action that materially differs from the noticed intended agency z°
decision, persons who may be substantially affected shall, unless otherwise provided by law,
have an additional point of entry pursuant to Rule 28-106.111, Florida Administrative Code. o
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Any person to whom an emergency order is directed pursuant to Section 373.119(2), Florida
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Statutes, shall comply therewith immediately, but on petition to the board shall be afforded a N
hearing as soon as possible.
A person may file a request for an extension of time for filing a petition. The District may grant
the request for good cause. Requests for extension of time must be filed with the District prior
to the deadline for filing a petition for hearing. Such requests for extension shall contain a
certificate that the moving party has consulted with all other parties concerning the extension
and whether the District and any other parties agree to or oppose the extension. A timely
request for an extension of time shall toll the running of the time period for filing a petition until
the request is acted upon.
FILING INSTRUCTIONS
A petition for administrative hearing must be filed with the Office of the District Clerk. Filings
with the Office of the District Clerk may be made by mail, hand -delivery, or e-mail. Filings by
facsimile will not be accepted. A petition for administrative hearing or other document is
deemed filed upon receipt during normal business hours by the Office of the District Clerk at
the District's headquarters in West Palm Beach, Florida. The District's normal business hours
are 8:00 a.m. — 5:00 p.m., excluding weekends and District holidays. Any document received
by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of 8:00 a.m. on the
next regular business day.
Rev. 1 /16/20
Permit No: 11-103134-P, Page 20 of
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Additional filing instructions are as follows:
. Filings by mail must be addressed to the Office of the District Clerk, 3301 Gun Club Road,
West Palm Beach, Florida 33406.
. Filings by hand -delivery must be delivered to the Office of the District Clerk. Delivery of a
petition to the District's security desk does not constitute filing. It will be necessary to
request that the District's security officer contact the Office of the District Clerk. An
employee of the District's Clerk's office will receive and process the petition.
. Filings by e-mail must be transmitted to the Office of the District Clerk at clerk@sfwmd.gov.
The filing date for a document transmitted by electronic mail shall be the date the Office of
the District Clerk receives the complete document.
INITIATION OF ADMINISTRATIVE HEARING
Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Rules 28-106.201
and 28-106.301, Florida Administrative Code, initiation of an administrative hearing shall be
made by written petition to the District in legible form and on 8 1/2 by 11 inch white paper. All
petitions shall contain:
1. Identification of the action being contested, including the permit number, application
number, District file number or any other District identification number, if known.
2. The name, address, any email address, any facsimile number, and telephone number of
the petitioner, petitioner's attorney or qualified representative, if any.
3. An explanation of how the petitioner's substantial interests will be affected by the agency
determination.
4. A statement of when and how the petitioner received notice of the District's decision.
5. A statement of all disputed issues of material fact. If there are none, the petition must so
indicate.
6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner
contends warrant reversal or modification of the District's proposed action.
7. A statement of the specific rules or statutes the petitioner contends require reversal or
modification of the District's proposed action.
8. If disputed issues of material fact exist, the statement must also include an explanation of
how the alleged facts relate to the specific rules or statutes.
9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner
wishes the District to take with respect to the District's proposed action.
MEDIATION
The procedures for pursuing mediation are set forth in Section 120.573, Florida Statutes, and
Rules 28-106.111 and 28-106.401—.405, Florida Administrative Code. The District is not
proposing mediation for this agency action under Section 120.573, Florida Statutes, at this
time.
RIGHT TO SEEK JUDICIAL REVIEW
Pursuant to Section 120.68, Florida Statutes, and in accordance with Florida Rule of Appellate
Procedure 9.110, a party who is adversely affected by final District action may seek judicial
review of the District's final decision by filing a notice of appeal with the Office of the District
Clerk in accordance with the filing instructions set forth herein within 30 days of rendition of the
order to be reviewed, and by filing a copy of the notice with the appropriate district court of
appeals via the Florida Courts E-Filing Portal.
Rev. 1 /16/20
2 Permit No: 11-103134-P, Page 21 of
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DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS, JACKSONVILLE DISTRICT
1520 ROYAL PALM SQUARE BOULEVARD SUITE 310
FORT MYERS, FLORIDA 33919
April 24, 2020
Regulatory Division
West Permits Branch
Fort Myers Permits Section
SAJ-2019-00929 (SP-MLB)
Collier County Transportation
Engineering Division
C/o Jay Ahmad
2885 S. Horseshoe Drive
Naples, FL 34104
Rookery Bay National Estuarine Research Reserve (RBNERR)
C/o Keith Laakkonen
300 Tower Road
Naples, FL 34113
Dear Mr. Ahmad and Mr. Laakkonen:
The U.S. Army Corps of Engineers (Corps) has completed the review and evaluation
of your Department of the Army permit application, number SAJ-2019-00929. Our
regulations require that you have an opportunity to review the terms and conditions prior
to final signature by the Department of the Army. Enclosed is an unsigned Department
of the Army permit instrument (DA Permit).
Please read carefully the Special Conditions beginning on page 2 of the permit.
These were developed to apply specifically to your project. Water Quality Certification
is also required prior to issuance of a permit; The Corps has received a copy of the
State of Florida certification for your project. In accordance with General Condition 5 of
the permit, any special conditions of the Water Quality Certification have been attached
to the DA Permit.
Instructions for Objecting to Permit Terms and Conditions: This letter contains
an initial proffered permit for your proposed project. If you object to certain terms and
conditions contained within the permit, you may request that the permit be modified.
Enclosed you will find a Notification of Administrative Appeal Options and Process fact
sheet and Request for Appeal (RFA) form. If you choose to object to certain terms and
conditions of the permit, you must follow the directions provided in Section 1, Part A and
submit the completed RFA form to the letterhead address.
In order for an RFA to be accepted by the Corps, the Corps must determine that it is
complete, that it meets the criteria under 33 CFR Part 331.5, and that it has been
received by the District office within 60 days of the date of the RFA. Should you decide
to submit an RFA form, it must be received at the letterhead address by June 24, 2020.
Instructions for Accepting Terms and Conditions and Finalizing Your Permit: It
is not necessary to submit an RFA form to the District office, if you do not object to the
decision in this letter. In this case, the permit must be signed by the applicant in the
space provided on the signature page of the permit. In the case of corporations,
acceptance must be by an officer of that corporation authorized to sign on behalf of the
corporation. The party responsible for assuring the work is done in accordance with the
permit terms and conditions must sign the permit. Please type or print the name and
title of the person signing below the signature and the date signed.
SIGN (PAGE 8) AND RETURN THE ENTIRE PERMIT, INCLUDING ALL
ATTACHMENTS, TO THE LETTERHEAD ADDRESS, ALONG WITH A CHECK
OR MONEY ORDER FOR $100 MADE PAYABLE TO THE FINANCE AND
ACCOUNTING OFFICER, JACKSONVILLE DISTRICT.
The permit will be signed by the District Engineer or his representative. The Corps
will add the permit expiration date to the permit, the permit issuance date on the Notice
of Department of the Army Permit form, and return the permitto you. It is important to
note that the permit is not valid until the District Engineer or his representative signs it.
Thank you for your cooperation with our permit program. The Corps' Jacksonville
District Regulatory Division is committed to improving service to our customers. We
strive to perform our duty in a friendly and timely manner while working to preserve our
environment. We invite you to complete our automated Customer Service Survey at
http://corpsmapu.usace.army.miI/cm apex/f?p=regulatory survey. Please be aware
this Internet address is case sensitive; and, you will need to enter it exactly as it
appears above. Your input is appreciated — favorable or otherwise.
If you have any questions concerning this application, you may contact Michelle
Bartley in writing at the letterhead address, by electronic mail at
Michelle.L.Bartley@usace.army.mil, or by telephone at 239-334-1975 ext. 0006.
Sincerely,
Shawn H. Zinszer
Chief, Regulatory Division
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Collier County Transportation & RBNERR File Number: SAJ-2019-00929
Date: April 24, 2020
Attached is:
See Section below
X
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional
information may be found at http://www.usace.army.mil/CECW/Pages/reg materials.aspx or Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on
the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the
permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to
address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined
that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered
permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on
the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this
notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be
received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD.
The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the
Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the
JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to
an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where
your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for
the record of the appeal conference or meeting, and any supplemental information that the review officer has determined
is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses
to the record. However, you may provide additional information to clarify the location of information that is already in the
administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision you may
If you have questions regarding the appeal process you
contact:
may contact:
Project Manager as noted in letter
Philip A. Shannin
404-562-5136
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You will
be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
DEPARTMENT OF THE ARMY PERMIT
Permittee: Collier County Transportation Engineering Division
C/o Jay Ahmad
2885 S. Horseshoe Drive
Naples, FL 34104
Rookery Bay National Estuarine Research Reserve (RBNERR)
C/o Keith Laakkonen
300 Tower Road
Naples, FL 34113
Permit No: SAJ-2019-00929
Issuing Office: U.S. Army Engineer District. Jacksonville
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee
or any future transferee. The term "this office" refers to the appropriate district or
division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the
permitted activity or the appropriate official of that office acting under the authority of the
commanding officer.
You are authorized to perform work in accordance with the terms and conditions
specified below.
Project Description: The proposed work would directly impact a total of 1.24 acres of
tidal forested wetlands, including 1.05 acres of fill and 0.19 acre of dredge, and
secondarily impact 3.85 acres of tidal forested wetlands due to lack of an upland buffer,
in order to rehabilitate Goodland Drive by elevating the road from State Road (SR)
92A/San Marco Road to Harbor Place in order to reduce impacts from flooding.
The work described above is to be completed in accordance with the 47 pages of
drawings, and 4 additional attachments, affixed at the end of this permit instrument.
Project Location: The project site is located on Goodland Drive, near the intersection
of County Road (CR) 92, in Section 13, Township 52 South, Range 26 East,
Goodland, Collier County, Florida. (Latitude: 25.92888°, Longitude:-81.65350°).
Directions to site: From 1-75 take exit 101 and head south on CR 951 towards Naples
and Marco Island; Keep right at the fork and continue on CR 951 for about 7 miles;
Make a left onto US-41 and head south for about 8 miles; Make a right onto San Marco
Road and continue on for about 6'/2 miles; Make a left onto Goodland Drive (CR 892);
The project will begin at this intersection.
Approximate Central Coordinates: Latitude: 25.9284850
Longitude:-81.653726'
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 2 of 10
Permit Conditions
General Conditions:
1. The time limit for completing the work authorized ends on
If you find that you need more time to complete the authorized activity, submit your
request for a time extension to this office for consideration at least one month beforethe
above date is reached.
2 You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and State coordination
required to determine if the remains warrant a recovery effort or if the site is eligiblefor
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit, you must obtain the signature
and the mailing address of the new owner in the space provided and forward a copy of
the permit to this office to validate the transfer of this authorization.
5 If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit. For your convenience, a copy of the water quality certification special conditions
are attached (see Attachment 2).
6. You must allow representatives from this office to inspect the authorized activity at
any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.
Special Conditions:
1. Reporting Address: 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:
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 3 of 10
a. For electronic mail (preferred): SAJ-RD-Enforcement(aD-usace.army. m i I (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-2019-00929 (SP-MLB), on all
submittals.
2. Commencement Notification: Within 10 days from the date of initiating the work
authorized by this permit, the permittee shall provide a written notification, to the Corps
at the address specified in Special Condition No. 1 above.
3. Self -Certification: Within 60 days of completion of the work authorized by this
permit, the Permittee shall complete the "Self -Certification Statement of Compliance"
form (Attachment 3) and submit it to the address in Special Condition No. 1. In the
event that the completed work deviates in any manner from the authorized work, the
Permittee shall describe the deviations between the work authorized by this permit and
the work as constructed on the "Self -Certification Statement of Compliance" form. The
description of any deviations on the "Self -Certification Statement of Compliance" form
does not constitute approval of any deviations by the Corps.
4. Agency Changes/Approvals: Should any other agency require and/or approve
changes to the work authorized or obligated by this permit, the Permittee is advised 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 Fort Myers
Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or
deny the request for modification of this permit.
5. 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 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.
6. Posting of Permit: Requires the applicant to have available for review a copy of the
permit and approved plans at the project site at all times during the construction phase.
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 4 of 10
7. Erosion Control: Prior to the initiation of any work authorized by this permit, the
Permittee shall install erosion control measures along the perimeter of all work areas to
prevent the displacement of fill material outside the work area into waters of the United
States. Immediately after completion of the final grading of the land surface, all slopes,
land surfaces, and filled areas shall be stabilized using sod, degradable mats, barriers, or
a combination of similar stabilizing materials to prevent erosion. The erosion control
measures shall remain in place and be maintained until all authorized work is completed
and the work areas are stabilized.
8. Fill Material: The Permittee shall use only clean fill material for this project. The fill
material shall be free from items such as trash, debris, automotive parts, asphalt,
construction materials, concrete block with exposed reinforcement bars, and soils
contaminated with any toxic substance, in toxic amounts in accordance with Section 307
of the Clean Water Act.
9. Wetland Impacts: Impacts to wetlands, both permanent and secondary, are not to
exceed what is stated in this permit and as depicted on the attached project plans.
10. Construction Hours: All activities must be completed during daylight hours.
11. Mitigation Bank Credit Purchase: Prior to initiating the work authorized by this
permit, the permittee shall provide verification to the Corps that 1.18 estuarine tidal
wetland mitigation credits, for the direct and indirect impacts to the tidal wetlands, from
the Little Pine Island Mitigation Bank (LPIMB) (SAJ-1994-00037). The required
verification shall reference this project's permit number (SAJ-2019-00929).
12. Cultural Resources/Historic Properties:
a.) No structure or work shall adversely affect impact or disturb properties listed
in the National Register of Historic Places (NRHP) or those eligible for inclusion
in the NRHP;
b.) If during the ground disturbing activities and construction work within the
permit area, there are archaeological/cultural materials encountered which were
not the subject of a previous cultural resources assessment survey (and which
shall include, but not be limited to: pottery, modified shell, flora, fauna, human
remains, ceramics, stone tools or metal implements, dugout canoes, evidence of
structures or any other physical remains that could be associated with Native
American cultures or early colonial or American settlement), the Permittee shall
immediately stop all work and ground -disturbing activities within a 100-meter
diameter of the discovery and notify the Corps within the same business day (8
hours). The Corps shall then notify the Florida State Historic Preservation
Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s)
(THPO(s)) to assess the significance of the discovery and devise appropriate
actions;
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 5 of 10
c.) Additional cultural resources assessments may be required of the permit area in
the case of unanticipated discoveries as referenced in accordance with the above
Special Condition; and if deemed necessary by the SHPO, THPO(s), or Corps, in
accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the
circumstances of the discovery, equity to all parties, and considerations of the
public interest, the Corps may modify, suspend or revoke the permit in accordance
with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without
written authorization from the SHPO for finds under his or her jurisdiction, and from
the Corps;
d.) In the unlikely event that unmarked human remains are identified on non-
federal lands, they will be treated in accordance with Section 872.05 Florida
Statutes. All work and ground disturbing activities within a 100-meter diameter of
the unmarked human remains shall immediately cease and the Permittee shall
immediately notify the medical examiner, Corps, and State Archeologist within the
same business day (8-hours). The Corps shall then notify the appropriate SHPO
and THPO(s). Based, on the circumstances of the discovery, equity to all parties,
and considerations of the public interest, the Corps may modify, suspend or revoke
the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume
without written authorization from the State Archeologist and from the Corps;
13. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with
National Marine Fisheries Service's "Sea Turtle and Smalltooth Sawfish Construction
Conditions" dated March 23, 2006 (Attachment 4).
14. Jacksonville District Programmatic Biological Opinion (JAXBO), November
2017, Project Design Criteria (PDCs): Structures authorized under this permit must
comply with all applicable PDCs, based on the permitted activity, as required by
JAXBO. Please note that failure to comply with the applicable PDCs, where a take of
listed species occurs, would constitute an unauthorized take, and noncompliance with
this permit. The NMFS is the appropriate authority to enforce the terms and conditions
of JAXBO. The most current version of JAXBO can be accessed at the Jacksonville
District Regulatory Division internet webpage in the Endangered Species section of the
Sourcebook located at:
http://www.sa0.usace.army.miI/Missions/Regulatory/SourceBook.aspx.
15. Manatee Conditions: The Permittee shall comply with the "Standard Manatee
Conditions for In -Water Work — 2011" (Attachment 5).
16. Manatee Condition for Culverts: All culverts 8 inches to 8 feet in diameter must
be grated to prevent manatee entrapment. Grates must be permanently fixed, spaced
a maximum of 8 inches apart (may be less for culverts smaller than 16 inches in
diameter) and may be installed diagonally, horizontally or vertically. For new culverts,
grates must be attached prior to installation of the culverts. Culverts less than 8 inches
or greater than 8 feet in diameter are exempt from this requirement.
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 6 of 10
17. Eastern Indigo Snake Protection Measures and Inspection: The Permittee shall
comply with the enclosed U.S. Fish and Wildlife Service's "Standard Protection Measures
for the Eastern Indigo Snake" dated August 12, 2013 (Attachment 6). All gopher tortoise
burrows, active or inactive, shall be evacuated prior to site manipulation in the vicinity of
the burrow. If excavating potentially occupied burrows, active r inactive, individuals must
first obtain state authorization via a Florida Fish and Wildlife Conservation Commission
(FWC) Authorized Gopher Tortoise Agent permit. The excavation method selected shall
minimize the potential for injury of an indigo snake. The Permittee shall follow the
excavation guidance provided in the most current FWC Gopher Tortoise Permitting
Guidelines found at http://myfwc.com/gophertortoise. If an indigo snake is encountered,
the snake must be allowed to vacate the area prior to additional site manipulation in the
vicinity. Holes, cavities, and snake refugia other than gopher tortoise burrows shall be
inspected each morning before planned site manipulation of a particular area, and if
occupied by an indigo snake, no work shall commence until the snake has vacated the
vicinity of the proposed work.
Further Information:
1. Congressional Authorities: You have been authorized to undertake the activity
described above pursuant to:
(X) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
(X) Section 404 of the Clean Water Act (33 U.S.C. 1344)
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413)
2. Limits of this authorization.
a This permit does not obviate the need to obtain other Federal, State, orlocal
authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c This permit does not authorize any injury to the property or rights of others.
d This permit does not authorize interference with any existing or proposed
Federal projects.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not
assume any liability for the following:
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 7 of 10
a Damages to the permitted project or uses thereof as a result of otherpermitted
or unpermitted activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current orfuture
activities undertaken by or on behalf of the United States in the publicinterest.
c Damages to persons, property, or to other permitted or unpermitted activitiesor
structures caused by the activity authorized by this permit.
d Design or construction deficiencies associated with the permitted work.
e Damage claims associated with any future modification, suspension, or
revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this
permit is not contrary to the public interest was made in reliance on the information you
provided.
5. Reevaluation of Permit Decision: This office may reevaluate its decision on this
permit at any time the circumstances warrant. Circumstances that could require a
reevaluation include, but are not limited to, the following:
a You fail to comply with the terms and conditions of this permit.
d The information provided by you in support of your permit application provesto
have been false, incomplete, or inaccurate (see 4 above).
c Significant new information surfaces which this office did not consider in
reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the
suspension, modification, and revocation procedures contained in 33 CFR 325.7 or
enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The
referenced enforcement procedures provide for the issuance of an administrative order
requiring you comply with the terms and conditions of your permit and for the initiation of
legal action where appropriate. You will be required to pay for any corrective measures
ordered by this office, and if you fail to comply with such directive, this office may in
certain situations (such as those specified in 33 CFR 209.170) accomplish the
corrective measures by contract or otherwise and bill you for the cost.
6. Extensions: General Condition 1 establishes a time limit for the completion of the
activity authorized by this permit. Unless there are circumstances requiring either a
prompt completion of the authorized activity or a reevaluation of the public interest
decision, the Corps will normally give favorable consideration to a request for an
extension of this time limit.
PERMIT NUMBER: 01AJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 8 of 10
Your signature below, as permittee, indicates that you accept and agree to comply with
the terms and conditions of this permit.
� p? vo?�
0PERMITT ) (DAT )
s�-�ihtehej�P
(PERMITTEE NAME -PRINTED) 00
This permit becomes effective when the Federal official, designated to act for the
Secretary of the Army, has signed below.
(DISTRICT ENGINEER)
Andrew D. Kelly, Jr.
Colonel, U.S. Army
District Commander
(DATE)
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 8 of 10
Your signature below, as permittee, indicates that you accept and agree to comply with
the terms and conditions of this permit.
IMI
4 1--CV,
(PERMITTEE NAME -PRINTED)
This permit becomes effective when the Federal official, designated to act for the
Secretary of the Army, has signed below.
(DISTRICT ENGINEER)
Andrew D. Kelly, Jr.
Colonel, U.S. Army
District Commander
(DATE)
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 9 of 10
When the structures or work authorized by this permit are still in existence at the time
the property is transferred, the terms and conditions of this permit will continue to be
binding on the new owner(s) of the property. To validate the transfer of this permit and
the associated liabilities associated with compliance with its terms and conditions, have
the transferee sign and date below.
(TRANSFEREE -SIGNATURE) (DATE)
(NAME -PRINTED)
(ADDRESS)
(CITY, STATE, AND ZIP CODE)
PERMIT NUMBER: SAJ-2019-00929
PERMITTEE: Collier County Transportation Engineering Division and RBNERR
PAGE 10 of 10
Attachments to Department of the
Army Permit Number SAJ-2019-00929
1. PERMIT DRAWINGS: 47 pages, dated July, 2019;
2. WATER QUALITY CERTIFICATION SPECIAL CONDITIONS: 3 pages,
Permit No. 11-103134-P
3. SELF -CERTIFICATION STATEMENT OF COMPLIANCE FORM: 1 page;
4. SEA TURTLE AND SMALLTOOTH SAWFISH CONDITIONS: 1 page;
5. MANATEE CONDITIONS: 2 pages;
6. EASTERN INDIGO SNAKE PROTECTION MEASURES AND INSPECTION:
6 pages, dated August 12, 2013
ATTACHMENT 1
"Permit Drawings"
47 pages)
CONTRACT PLANS COMPONENTS
ROADWAY PLANS
SIGNING AND PAVEMENT MARKING PLANS
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1
KEY SHEET
2
TYPICAL SECTION
3
DRAINAGE DETAILS
4
GENERAL NOTES
5-12
PLAN AND PROFILE
13
DRAINAGE STRUCTURES
14-45
CROSS SECTIONS
46-47
STORMWATER POLLUTION
PREVENTION PLAN
TTC-1 - TTC-2
TEMPORARY TRAFFIC CONTROL PLAN
INDEX OF S&PM PLANS
SHEET NO. SHEET DESCRIPTION
S-1 - S-8 SIGNING AND PAVEMENT MARKING
PLAN SHEET
COLLIER COUNTY
DEPARTMENT OF TRANSPORTATION
TRANSPORTATION ENGINEERING DIVISION
GOODLAND DRIVE
REHABILITATION PROJECT
CONSTRUCTION PLANS
PROJECT NO. 60200.2.1
GOODLAND DRIVE / CR 892
FROM SAN MARCO ROAD / CR 92 TO JUST SOUTH OF HARBOR PLACE
W W
N N
TO COLLIER SEMINOLE
STATE PARK
EY -
TO MARCO ISLAND
BEGIN PROJECT
STA. 100+28.00
N: 581621.32
E: 440217.45
END PROJECT
FA. 144+59.53
N: 579073.43
E: 443135.24
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY 2018-2019 Standard Plans for Road and
Bridge Construction and applicable Interim Revisions (IRs).
Standard Plans for Road Construction and associated IRs are available at the
following website: http://www.fdot.gov/design/standardp/ans
Manual of Uniform Minimum Standards for Design, Construction and Maintenance
for Streets and Highways, (Florida Greenbook, 2016)
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, January 2019 Standard Specifications
for Road and Bridge Construction at the following website:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
I
Goodland
Bay
:ACH
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ENGINEER OF RECORD:
STEVEN L. WALLACE, P.E. NO.: 59537
DRMP INC.
15310 AMBERLY DRIVE, SUITE 200
TAMPA, FL 33647
(813) 265-9800
CONTRACT NO.: C9X02
VENDOR NO.: VF591791174001
CERTIFICATE OF AUTHORIZATION NO.: 2648
COUNTY PROJECT MANAGER:
ANDREW MILLER, P.E.
FISCAL SHEET
YEAR NO.
21 1 1
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CURVE DATA BL-PROP1
PI STA. = 100+82.92
p = 84° 57' 26" (LT)
35
CURVE DATA BL PROP2
WETLANDS PI STA. = 63o 47 .51
p = 63° 47' 43" (RT)
WETLAND IMPACTS D 19 26
D = 540949
= 88,97
= 0.49
18
L = 322.90
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PC STA. = 100+27.99
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PC STA. = 102+44.01
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REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
COLL-YEK COUNTY
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
PLAN AND PROFILE (1)
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION No.
2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
LICENSE NO.: 59537
5
treynolds 91312019 11:31:43 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
CURVE DATA BL-PROP3
PI STA. = 106+54.04
A = 7° 07' 20" (LT)
D = 4° 05' 33"
T = 87.13
FLOATING TURBIDITY BARRIER
L = 174.03
R = 1,400.00
(ADJUST BASED ON THE WATERLINE)
PC STA. = 105+66.91
0 70 40
PT STA. = 107+40.94
e = NORMAL CROWN
8'SHOULDER
Feet
o
LIMITS OF CONST./
R/W LINES
SEDIMENT BARRIER
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CURVE DATA BL-PROP4
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EXIST. 38"x6O" RCP (2)
TO BE DESILTED
PI STA. = 109+00.61
A = 15' 51 ' 49" RT
D = 4° 59' 59" ( )
^• WETLANDS
FLOATING TURBIDITY BARRIER
T = 159.67
(ADJUST BASED ON THE WATERLINE)
L = 317.30
WETLAND IMPACTS
,146.00
PC STA. = 107+40.94
PT STA. = 110+58.23
e = NORMAL CROWN
20
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= (-)0
05 T
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REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
COLLIEWR
COUNTY
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
PHONE: (813) 265-9800
7� Ti 7/7� 7�T�7�
JI<"1LAN AND /f—R®jl'/�L (2)
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
6
LICENSE NO.: 59537
Ireynolds 91312019 11:31:43 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
CURVE DATA BL-PROP6
CURVE DATA BL-PROP7
CURVE DATA BL-PROPS
PI STA. = 114+24.60
PI STA. = 116+59.89
PI STA. = 111+81.30
A = 15o 33' 55" (RT)
A
= 16' 54' 08" (LT)
0 = 15° 04' 37" (LT)
D = 6° 26' 16"
D
= 7° 23' 35"
D = 6o 09' 39"
T = 121.64
T
= 115.15
T = 123.07
L = 241.78
LIMITS OF CONST./
L
= 228.63
L = 244.72
R = 930.00
R = 890.00
PC STA. = 113+02.96
SEDIMENT BARRIER
R
PC STA.
= 115.00 0 ]0
_ 5+44.74
40
PC STA. = 110+58.23
PT STA. = 115+44.74
8' SHOULDER
PT STA. = 6
PT STA. = 113+02.96
e = REVERSE CROWN (-)0.02
e
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0
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
COLLIEER COUNTY
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
PHONE: (813) 265-9800
y�y7/1 7�7� 7�T�7/ 7�
/1-/�A AND /f-IfRO jljL�/Ls Y3i
PLAN
ROAD NO.
COUNTY PROJECT
No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
7
LICENSE NO.: 59537
Ireynolds 91312019 11:31:44 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
/
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WETLAND IMPACTS
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0 10 40
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\
Feet
CURVE DATA BL-PROP7
CURVE DATA BL-PROPS
\
/
/
CURVE DATA
PI STA. = 116+59.89
PI
STA. = 120+70.96
PI STA.
23+08. 4
= 14
p = 16° 54' OS" (LT)
p
= 3° 22' 46" (LT) � �
p
= 32'34'730" (RT)
D = 70 23' 35"
D
= 10 21' 51"
D
= 128"
T = 115.15
T
= 123.90
TURBIDITY BARRIER (ADJUST
T
= 1 .95
L = 228.63
L
= 247.72
BASED ON THE WATERLINE)
L
= 221.73
R = 775.00
R
= 4,200.00
R
= 39000
PC STA. = 115+44.74
PC
STA. = 119+47.06
CONST. CANAL 1
PC STA. = 1294 .
PT STA. = 117+73.36
PT
STA. = 121+94.78
1224+161+1+.51
PT STA. = 1
e = REVERSE CROWN (+)0.02
e
= NORMAL CROWN
— —
SEE
CANAL TYPICAL SECTION
R/W LINE
SEDIMENT BARRIER
LIMITS OF CONST./ n
A
M
SEDIMENT BARRIER o^
1:3
±
8' SHOULDER + (
X
M X)
o
-----— _.
_L
Ll,O
-------
_ _
a 122 wlc
o
v
117 a
—----------------"
118
w(c}
----
wrcr 110 war wrcr
----
coNsr. (s) 42° RCP
121—
@ F ELEV. - .00
N
GOODLAND DR. S 35' 27' 33" E
GOODLAND DR. 00.00+0I 'G1S
1
—■~
--- --- — ----
--:
f ,. .. 3r.--.--.-------
..
— ---
sfcl 3(?i
— ---
---.-,- ... .--.--.� ...--� --
3 . .GAF ... . . .. .3 C7..
_
--- -
---
_
ei -
cam.
.77 77.
-
BL-PROP9
`l
8' ASPHALT PATH
BL-PROPS
BL-PROP7
2'GRASS STRIP
—
— —
— — — LIMITS OF CONS
— JW LINE
— —
— — — —
SEDIMENT
BARRIER
TURBIDITY BARRIER
20
FUL
SU
ER
20
16
e =
(+)0
02 T
(-)
.02
RT)
E_
()0.0
(RT)
E=
()0.0
TO
-)0.
5 (R)
16
SE
FRAIS.
(100')
NORM
L CROWCROWA
E T
ANS.
(10
')
12
�
0
12
�
�
Ln
a.
O
O
S
O
O
V)
ut
ul
ul
4
0.
of
4
0
6"
M @
APPROX.
TOP
EL.
.00
0
-4
ONS
42'
RC
(5)
-4
PFOP
0
ED
ROU
D ALONG
-8
10"
WM
AP
RO
. TO
EL.
-32.
0
SCALE:
-8
M
`^
-
-
-
-
-
-
-
-
EX
ST.
GRO
ND
LON
1
=
10'
VET
CA
r\
n
-12
co
sr.
GOODLAND
DR
1
' =
40'
H
RI
ON
AL
-12
-16
-16
117+0
11
0
11
0
12
0
121
0
12
0
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
COLLIER
COUNTY
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
PHONE: (813) 265-9800
y�yTi 7/7�7� 7�T�7/ 7� /
/1-/�A AND D /f-IfR ®F-YL�/Ls (4)
PLAN
ROAD
NO.
COUNTY PROJECT
No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
8
LICENSE NO.: 59537
Ireynolds 91312019 11:31:45 AM \\drmpl.com\prj\Projects 27\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
TA
CURVE DATA
BL-PROPS
CURVE DATA BL-PROPIO
PI STA. = 125+94.46
CURVE DATA
PI STA. =
BL-PROP11
127+86.20
PI SEA. 723+08.74
4
= 18° 43' 01" (LT)
A =
19° 34'
31" (LT)
A = 32° 34' 30" (RT)
D
= 16° 22' 13"
D =
9° 42'
40"
D = 14° 47' 28"
T
= 57.68
T =
101.78
0 10 40
T = 113.95
L
= 114.33
L =
201.58
L = 221.73
R
= 350.00
R =
590.00
R = 390.00
PC STA. = 125+36.78
PC STA. =
126+84.42
Feet
PC STA. = 121+94.78
PT STA. = 126+51.11
PT STA. =
128+85.99
PT STA. = 124+16.51 o
e
= (+)0.05
e =
REVERSE
CROWN (+)0.02
e = (
)0.05 —
LIMITS OF CONST.
—
SEDIMENT BARRIER
8' SHOULDER
—
LIVE
--- -------- ---
_
—�—.-wcct123
—
—
—
124 —
-
`
M
—
�t
_
'==-`fcA
ti
i
1-3
GOOA
_
+
N
— —�
r
-
— -s{c�- -- 3'ae7-
s
�
DR � � • Icy . _
_
—
o
Ey
— —
o
E
a
_
_ _
CD
�
------
126 a
r
GpODLAN
2q° 8' 49"-
5
D DR.
S
r
N
bi
—
O
_ /w 4INE
—
NO
8'A A
BL-PROP11
i
1 FCFNn
— 2' GRASS
STRIP
A
BL-PROP70
M. WETLANDS
LIMITS OF CONST./
— O
_
WETLAND IMPACTS
SEDIMENT
BARRIER
—
20
20
16
e
= (-
0.05
e
(-)0
05 7
0 (+
.05
e
(0).05
e
(+)
.OS
TO (1)0.02
e
= W0.02
16
FILL
S
PE
5
TR
NS.
158.
9')
FU
L 5
PER
SE
RAN
. (1
0')
1
REVEIRSE
CROWN
0
12
�;
12
N
�
8
Q)
Q
o
Ln
C
NST
GOO
LA
D D
.
4
0.
0%
4
0
0
-4
CO
ST.
GOO
LAN
DR.
-4
—8
SCALE:
—8
r,
rn
1
=
10'
VE
T
CA
—12
1
' =
40'
H
RI
ON
AL
—12
—16
+00-16
12
0 q
I
1124
Oq12
0
12
0
127
0
12
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
COLLIEWR
COUNTY
77//�77��77�� 7/ i 7/7� 7�T�7/ 7�
PLAN AND PROF-ROF-Y j[e/te
C
(5)
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION
No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
9
LICENSE NO.: 59537
Ireynolds 91312019 11:31:45 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
CURVE DATA BL-PROPII
PI STA,
= 127+86.20
D
= 19° 34' 31" (LT)
= 90 42' 40"
CURVE DATA BL-PROP12
0 10 40
T
= 101.78
P/ STA. = 131+98.77
L
= 201.58 TURBIDITY BARRIER
A = 46° 47' 22" (LT)
Feet
R
= 590.00 (ADJUST BASED ON
I• 3
D = 1T 36' 27"
PC STA.
= 726+84.42 THE WATERLINE)
= 149 .
L
PT STA.
e
= 128+85.99
A M
= 281.7474
R = 345.00
= REVERSE CROWN (+)0.02
PC STA. = 130+49.52
PT STA. = 133+31.26
CONST. CANAL 2
e = (+)0.05
\
LIMITS OF CONST./
SEDIMENT BARRIER
`
8' SHOULDER
SEE CANAL TYPICAL SECTION
�I� s
O
.
SEDIMENT BARRIER
fl�
��
NE
/
\w CO
/
//
�' �\ \
�•
\
CONST. (5) 42" RCP
@ FL ELEV
- / O
Wl / •O L
-2.00
EC GOOnz
a
W(c}
D DR.
"i /
Wl0} .. -
\
W(ct
/
BL-PROPII
_` �7Z�� , 3 20"
—"
1 32
_LIMITS OF CONST./
- -
OD�A/VD 137
SEl3fMEPIL BARRIER
8' i SPHALT PAT
2' GRASS
1 Fr,FNn
WETLANDS
STRIP
TURBIDITY BARRIER
R W
BL-PROP12
WETLAND IMPACTS
I
RI
0
o
_
16
e = ()
0.02
e =
(+)0.
2 r
(+)
.0s
RT)
e
(+)
.os
e=
+)0.
s r
(-)0
02 (r)
16
REVERSE
CF
OWN
SE
TRAAS.
(100')
FULL
SUPER
SE 7RAN
. (1
0')
12
12
8
8
4
0.o
%
4
—
—
—
—
---
—
—
--------
—
—
—
—
—
—
—
—
--------
—
—
—
—
—
—
—
—
--------
—
—
—
—
—
—
—
----------
—
—
—
—
—
—
6" 1
M @
APT
P
OX.
TOP
EL.
.00
1
0
-
-----
e
= (
0.0
(LT)
-4
CON
ST.
2" R
P ()
N
RM
L CROWN
-4
EXIST.
GRO
ND
ALO
G
SCA
E:
-8
CONST.
G
ODL
ND
DR.
I
=
10'
V E
T
CA
-8
10" WM
AP
RO
EL.
-24.
0
CO
Sr.
Goo
LAN
DR
1
' =
40'
H
RI
ON
AL
m
-1212
-12
0
12
+0
13
+0
131
0
13
0
13
0
REVISIONS
DRMP, INC.
15310 AMBERLYDRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
COLLIER COUNTY
PLAN AND PROFILE (6)
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
LICENSE NO.: 59537
10
Ireynolds 91312019 11:31:46 AM \\drmpl.com\prj\Projects 27\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
I
I
CURVE DATA BL-PROP13
CURVE DATA BL-PROP14
I
PI STA. = 136+54.51
PI STA. = 139+85.54
A = 4° 31' 28" (RT)
A = 14o 42' 46" (LT)
I
D = 1° 11' 46"
D = 5o 12' 31"
T = 189.22
T = 142.01
I
L = 378.24
L = 282.46
R = 4,790.00
R = 1,100.00
I
PC STA. = 134+65.29
PC STA. = 138+43.53
+59.47
+59.4
PT STA. = 138+43.53
PT STA. = 141+25.99
I
51.65 LT
e = NORMAL CROWN
e =NORMAL CROWN
0 10 40
R/W LINE — —
LIMITS OF CONST./
SEDIMENT BARRIER
d�
Feet
+60.88
31.57 LT
8' SHOULDER
lz
RIW LINE
M
;�' _ — _
=
BL-PROP14
—
_
g+
rn
- —
—
--- ---
==
_ _
— — —
- - ---
M
— `_---
T
135
136�
_
137 -----
---
138
— -- �--w(��
— —� — —
�
o
134 CL GOODLAND DR.
�
�
� � 139kz
O
0
+
N 88' 39' 18" E ',
GOODLAND DR .
ry)nl
�♦
--
-- --
-�
M
-- -- - -- — —
...
-( -5(C} - - - - - -s(c) -s(c) S(C� (c '— T - - -
-� —o�
-\
— — — — — —
M
s(t—a
-----------s()--
77 3
i
h
-' O
I R/W LINES —�R/W LINE r
Z
R/W LINE
—
I
I I<
1
I
I
I I D BL-PROP13
Ln
0
I I
IG)
m I�
�I I
I �za
rn
I I
I I
2' GRASS STRIP S I A
I� I
o
RECON¢T. 5' SIDEWALK
I
rn
A
8' ASPHALT PATH � ', z
I
m
I
37
rn I
"'
��
1 FGFNn
I
rn
p
I
LIMITS OF CNI
I SEDIMENT BARRIER
I
r.
mI
,. I
5' SIDEWALK
I I
�• �• WETLANDS
m
I
I I
I
WETLAND IMPACTS
D
I
I I
I
I I I
I I
20
20
16
16
e
(-)0
02 (T)
NORMAL
CROWN
12
12
S
o
PROPOSED
ROU
D ALONG,
00
8
d
rL
ONS
. GO
DL
ND DR.
o-i
j
4
1
0.o
i
I 4-00i
W
-0.42
%
4
-
-
-
-
-
-
-
-
--------
-
-
-
-
-
-
-
-
--------
-
-
-
-
-
-
-
-
--------
-
-
-
-
-
-
-
-
--------
-
-
-
-
-
-
-
-
0
0
-4
CL C
NST.
GOODLAND
D
.
-4
-8
SCALE:
-8
M
1
=
10'
VERTACALI
-12
1
' =
40'
H
RI
ON
AL
-12
-16
-16
134
00
13
00
1
13
0
137
0
1 3uFrOq13
0
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
COLLIEWR COUNTY
i 7/7�7� 7�T�7/ 7� q
PLANAND
jl-'/L A AND /f-If� ®F-YL�/Ls (A )
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
11
LICENSE NO.: 59537
Ireynolds 91312019 11:31:46 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
\ MATCH EXIST.
RECONST. LIMITS
RECO�T. LIMITS
REGRADE PAVEMENT TO DRAIN
ICY
v \
�
/
\
LIMITS OF CONST./ ��\II
� R/W L/NE
` \ _ B C(F BFOC(8)
\ I �
SEDIMENT BARRIER S
C BFO�(B)
Rg&
gP
cp�`vrr�y -�-R W L/NE
8' SHOULDER �
WlcY35'R �
\
� ��
%-" 142 EDGE OF PAVT.
4
�lcY
10
40
BV-P5opt
54 (�tl
VE OAtA 139+ Q2' 46
�,
cY-:. 25'R— — — — — — —
/ , • �l 50'R „.
Mini
" j
CUR to 4° 31„
P 1 5 - 14 12,
/ /\ /
/
�lcY
Feet
D 142 - 46
D 762, p OO 3
i d
/ / '�
_
/
1138+45' 990WN
CR
/ i
/� / LINE ,�,3--. s� 40R
RIW
�
RSTA 1 ORMAL / / BY/
e/ j /
END PROJECT
\
PC St A N /
/ j;'3"
LIMITS OF CONST./\ �• -
STA. 144+59.53
Pt / / CY
e / / i.% / 5
3 BL-PROP15 SEDIMENT BARRIER \ \
4' PAVED SHOULDER \
/ z3'.
\EXIST.
NORTHING 579022.80
EASTING 443148.80
Tl
INL\ET TO BE REPLACED g' SHOULDER
;Wlcr'
x
CURVE DATA BL-PROP15
PI STA. = 143+34.27
i SICY
/x BL-PROP74
\ p = 86 ° 57 ' 53" (RT) \
6 °
D = 26° 02' 37"
T
o
� r
= 208.28
L = 333.54
..Slc�"
R = 220.00
Slc - xZz?
BEGIN MILL. AND RSF.
PC STA. = 141 +25 .99
PT STA. 144+59
b x/ w
STA.
= . 53
e = (- )0. 02
tl
Qo
141+34
IFr,FNn
DESILT EXISTING
PIPE
x�
RECONST. 5' SIDEWALK
REPLACE RUBBER
FLAP ,,i,, -�,. WETLANDS
N '
\ 26
LIMITS OF CONST./
F,7'� WETLAND IMPACTS
SEDIMENT BARRIER
3p'
20
e
= (-)0.02
(RT)
e =
(-)0.
2 (T)
e
= (-
0.02
e
= (-
0.02
TO
TCILEX
TIl
G
20
NORMAL
CR)WN
SE 7RANS.
(7
0')
REVERSE
CRO
N
SE
TRANS.
(0')
16
Ln
Lli16
0
a
12
Q
Q
12
POS D
GROUND
ALONG
LO
v]
CONST. G
ODLAND
8
8
4
a
+J
4
0
0
E
D P
OJE
T
EN
PR
POS
D P
OFI
E
EXIST.
GRO
ND
ALONG
M
TCH
EXIST.
_4
_4
-8
SCA
E:
-8
1
=
10'
VERTICAL
-12
1
' =
40'
H
RI
ON
FAL
-12
-16
-16
14
Oq
1
41
0
14
Oq
I
14
0
144
0
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
LOLL-YER COUNTY
7� 7/1 7� 7�T�7/ 7� p
PLAN AND /f-ROF-Y/[e/te (8)
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
CERTIFICATE OF AUTHORIZATION No. 2648
GOODLAND DR.
60200.2.1
STEVEN L. WALLACE, P.E.
LICENSE NO.: 59537
12
Ireynolds 91312019 11:31:47 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
LA
VD
R.
SA.
141433.63
2.1R)
—FDOT
INDEX
25
05
AT
EL
L.
-174
RT
z
z
w
a
�
�
Z
-5
—
—
—
—
AtM
S
RIC
OP
EL.
2.7
OP
EL.
2.7
'z
z'.
-3
4.
w:
p.
S
3
--
—
—
--
--
—
—
--
—
—
—
S4
—
—
—
--
—
--
—
--
—
—
_
—
A
r
_
_
4
"PPE
5
STA.
1
0+
0.0
2
.67
LT
+
CO
ST.
CO
NC.
NDWALL
COAST.
CO
C.
ND
AL
w
w
w2.75
-
o:
-
-1
�:
4.)0
i3
—
S
1
--
2"
PIP
5
-
1"
1
' Vertical
SHEET
REVISIONS
DATE DESCRIPTION DATE DESCRIPTION
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
COLLIER
COUNTY
TAMPA, FLORIDA 33647
NO.
PHONE: (813) 265-9800
ROAD NO.
COUNTY PROJECT No.
DRAINAGE S /1 IfR UC/1 U RErJ'
CERTIFICATE OF AUTHORIZATION No. 2648
SCOTT A. GARTH, P.E.
GOODLAND DR.
60200.2.1
13
LICENSE NO.: 54018
Ireynolds
91312019
11:31:48 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Drainage
Regular Exc.
Embankment
A
V
A
V
14
\
iw
4
\
14
w
0
i
02
\
14
_
\
�
w
iw
0
4.
3
Q
\
—
z
--
7"
2
' H
riz
nt
1
7"
101
V
rti
al
SHEET
REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
COLLIER COUNTY
DATE
DESCRIPTION
DATE
DESCRIPTION
TAMPA, FLORIDA 33647
NO.
PHONE: (813) 265-9800
ROAD NO.
COUNTY PROJECT No.
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION No. 2648
STEVEN L. WALLACE, P.E.
GOODLAND DR.
60200.2.1
15
LICENSE NO.: 59537
Ireynolds
91312019
11:31:49 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
Regular Exc.
Embankment
A
V
A
V
w
w
o?
w
i
z
w
p.06
0.0
4.
0
p
:Q
i
Tr
14
in
I
z!
Lj
w
z'.
3
w
el
14
72
7"
2
' H
riz
nt
1
in
w
iw
LL
0
zvu
cr
Al
F-r
MU
7"
1
Vertical
Iffil
SHEET
�
it
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STEVEN L. WALLACE, P.E.
GOODLAND DR.
60200.2.1
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STEVEN L. WALLACE, P.E.
GOODLAND DR.
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15310 AMBER Y DRIVE, SUITE 200
COLLIER COUNTY
DATE
DESCRIPTION
DATE
DESCRIPTION
TAMPA, FLORIDA 33647
NO.
PHONE: (813) 265-9800
ROAD NO.
COUNTY PROJECT No.
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION No. 2648
STEVEN L. WALLACE, P.E.
GOODLAND DR.
60200.2.1
40
LICENSE NO.: 59537
Ireynolds
91312019
11:31:54 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
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REVISIONS
DRMP, INC.
15310 AMBER Y DRIVE, SUITE 200
COLLIER COUNTY
DATE
DESCRIPTION
DATE
DESCRIPTION
TAMPA, FLORIDA 33647
NO.
PHONE: (813) 265-9800
ROAD NO.
COUNTY PROJECT No.
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION No. 2648
STEVEN L. WALLACE, P.E.
GOODLAND DR.
60200.2.1
41
LICENSE NO.: 59537
Ireynolds
91312019
11:31:54 AM\\drmpl.com\prj\Projectsl7\17-0572.000_Goodland_Drive_Rehabilitation_Project\Roadway
STORMWATER POLLUTION PREVENTION PLAN
GOODLAND DRIVE REHABILITATION
FINANCIAL PROJECT ID.: 60200.2.1
THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS PROVIDED TO ASSIST THE CONTRACTOR IN DEVELOPING THE
REQUIRED SITE SPECIFIC EROSION CONTROL PLAN AND OTHER ITEMS NECESSARY TO OBTAIN COVERAGE UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)CONSTRUCTION GENERIC PERMIT (CGP). REFER TO THE
STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL FOR ADDITIONAL REQUIREMENTS.
/.0 SITE DESCRIPTION:
(I.A.) NATURE OF CONSTRUCTION ACTIVITY:
THE PROPOSED IMPROVEMENTS TO GOODLAND DR. ARE TO BE PERFORMED FROM SAN MARCO RD. TO
HARBOR PL. N. THE COUNTY PROPOSES ROADWAY RECONSTRUCTION TO RAISE THE ROADWAY AND
PROVIDING CONVEYANCE OF WATER BENEATH THE ROADWAY FOR ENVIRONMENTAL PURPOSES.
(l.B.) INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
IN THE CONTRACTOR'S SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN, PREPARE A DETAILED CONSTRUCTION
SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND SEQUENCES OF TEMPORARY AND PERMANENT SOIL
DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT. FOR ADDITIONAL INFORMATION, REFER TO SECTION 4.7
OF THE NPDES CGP.
LIST OF INTENDED ACTIVITIES:
(I.B.I.) FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS PRIOR TO CLEARING AND GRUBBING OR
ANY OTHER CONSTRUCTION ACTIVITIES. REMOVE PERIMITER CONTROLS ONLY AFTER ALL UPSTREAM AREAS
ARE STABILIZED AND PERMANENT VEGETATION IS ESTABLISHED.
(I.B.2.) TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CHANGES OR WEATHER EVENTS.
U.B.3.) PROVIDE POLLUTION CONTROL BY IMPLEMENTING DUST CONTROL DURING ALL PHASES
OF CONSTRUCTION.
(I.B.4.) OFFSITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE. THIS
ADDITIONAL FLOW, IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING
MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS.
(l.C.) PROJECT AREA ESTIMATES:
TOTAL SITE AREA: 7.3 ACRES.
TOTAL AREA TO BE DISTURBED: 6.9 ACRES.
(I.D.) RUNOFF DATA:
RUNOFF COEFFICIENTS BEFORE Cw (B), DURING Cw (D) AND AFTER Cw (A) CONSTRUCTION.
RUNOFF COEFFICIENTS FOR:
GRASSED SHOULDERS ADJACENT TO ROADWAY: C=0.35
IMPERVIOUS ROADWAYS AND PAVED SHOULDER: C=0.95
DISTURBED AREAS9 EXPOSED SOIL, ETC., DURING CONSTRUCTION: C=0.40
WEIGHTED RUN-OFF COEFFICIENT:
BEFORE: Cw (B) = 0.67 DURING: Cw (D) = 0.7/ AFTER: Cw (A) = 0.73
THE RUN-OFF COEFFICIENT Cw (D), IS CALCULATED ASSUMING THAT THE MAXIMUM ALLOWABLE AREA OF SOIL IS DISTURBED
DURING CONSTRUCTION AND THE REMAINING AMOUNT IS THE EXISTING IMPERVIOUS AND GRASSED SHOULDER AREAS.
OUTFALL INFORMATION:
THERE ARE NO OUTFALLS ON THIS PROJECT,AS THE AREA DOES NOT BELONG TO A BASIN.
THE OUTFALLS DISCHARGE INTO THE FOLLOWING BASINS:
BASIN WBID PARAMETERS) OF CONCERN FOR 303(d) LISTING
N/A N/A N/A
OUTFALL LOCATIONS: (TEMPORARY AND PERMANENT)
DESCRIPTION DRAINAGE AREA LATITUDE LONGITUDE RECEIVING WATERBODY
(o) N/A N/A N/A N/A N/A
THIS FACILITY DOES NOT DISCHARGE TO WATERS LISTED ON THE ADOPTED FDEP VERIFIED LIST OR
ADOPTED TMDL FOR IMPAIRMENT DUE TO TOTAL SUSPENDED SOLID, TURBIDITY, NUTRIENTS, DISSOLVED OXYGEN, OR
FECAL COLIFORM.
WETLAND AND/OR SURFACE WATER IMPACTS SHALL BE LIMITED TO THE AREAS DESCRIBED IN THE APPROVED PERMITS
FOR THE PROJECT.
(I.E.) SITE MAP:
THE SITE MAP SHALL BE COMPRISED OF THE CONSTRUCTION PLANS AND THE CONTRACTOR'S SITE -SPECIFIC EROSION
AND SEDIMENT CONTROL PLAN.
(l.F.) STORMWATER MANAGEMENT (EXISTING/PROPOSED)
(I.F.I.) EXISTING DRAINAGE FLOWS TOWARDS EXISTING PIPES THAT CARRY WATER TO THE OUTFALLS.
THE CROSS SECTION SHEETS AND PLAN -PROFILE SHEETS PROVIDE THE APPROXIMATE SLOPE, AREAS OF
SOIL DISTURBANCE AND AREAS TO BE STABILIZED. UNLESS OTHERWISE APPROVED BY THE PERMITS, THE
CONSTRUCTION ACTIVITIES SHALL NOT MODIFY OR AFFECT THE EXISTING OFFSITE FLOW PATTERNS.
(I.F.2.) THE PROPOSED SEDIMENT BAS/NS9 CONTAINMENT SYSTEMS AND/OR STORMWATER MANAGEMENT
FACILITIES SHALL BE CONSTRUCTED DURING THE INITIAL PHASE OF CONSTRUCTION AND USED DURING
CONSTRUCTION OF THE ROADWAY. THE OUTFALL STRUCTURES ARE TO BE PROTECTED WHEN TEMPORARY
SEDIMENT BASINS, CONTAINMENT SYSTEMS OR PERMANENT STORMWATER MANAGEMENT FACILITIES
ARE USED FOR EROSION AND SEDIMENT CONTROL TO PREVENT DOWNSTREAM SEDIMENTATION.
2. CONTROLS:
(2.A.) SEDIMENT AND EROSION CONTROLS
(2.A.1.) PER SECTION 5.4 OF THE NPDES CGP, STABILIZATION SHALL TAKE PLACE AS SOON AS PRACTICAL
IN PORTIONS OF THE PROJECT WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT NO LATER
THAN 7 DAYS AFTER ANY CONSTRUCTION ACTIVITY CEASES EITHER TEMPORARILY OR PERMANENTLY.
(2.A.2) SEDIMENT BARRIERS SHALL BE USED AROUND THE PERIMETER OF STOCKPILE AREAS.
REVISIONS
DRMP, INC.
15310 AMBERLYDRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
CERTIFICATE OF AUTHORIZATION No. 2648
SCOTT A. GARTH, P.E.
LICENSE NO.: 54018
COLLIER COUNTY
S /1 O R1 v ( WA TER R POLLUTION UTIC ON
PRE��q ��°�®�J ����
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
46
GOODLAND DR.
60200.2.1
(2.B.)
(2.C.)
(2.D.)
(2.A.3.) STRUCTURAL PRACTICES
IN THE CONTRACTOR'S SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN, DESCRIBE THE PROPOSED
STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF
POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE
DISTURBING SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES MAY INCLUDE THE FOLLOWING,
AS APPROVED BY THE ENGINEER:
TEMPORARY DEVICES:
• SEDIMENT BARRIER
• SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCES/EXITS
• STAKED TURBIDITY BARRIERS
• FLOATING TURBIDITY BARRIERS
• INLET PROTECTION SYSTEMS INCLUDING SYNTHETIC BALES AND SANDBAGS
PERMANENT:
* SOD (MAY ALSO BE USED FOR TEMPORARY CONTROLS)
WATER QUALITY MONITORING
(2.8.1.) WATER QUALITY MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIAL CONDITIONS
OF ANY ENVIRONMENTAL PERMIT, OR BY THE CONTRACTOR UPON THE OBSERVATION THAT WATER
QUALITY STANDARDS MAY BE VIOLATED BY THE CONTRACTOR'S ACTIVITIES. MONITORING LOCATIONS
MAY BE SPECIFIED IN THE ENVIRONMENTAL PERMIT OR MAY BE DESIGNATED BY THE CONTRACTOR
AND APPROVED BY THE ENGINEER.
(2.B.2.) THE CONTRACTOR WILL BE RESPONSIBLE FOR MONITORING ANY ACTIVITIES FOR VIOLATION OF WATER
QUALITY STANDARDS AS THEY RELATE TO TURBIDITY (NO GREATER THAN 29 NEPHELOMETRIC
TURBIDITY UNITS (NTUs) ABOVE BACKGROUND OR GREATER THAN 0 NTUs ABOVE BACKGROUND FOR
DIRECT DISCHARGES TO OUTSTANDING FLORIDA WATERS (OFWs)).
(2.B.3.) IF WATER QUALITY STANDARDS ARE VIOLATED, CONSTRUCTION SHALL BE STOPPED IMMEDIATELY. THE
ENVIROMENTAL PERMIT CONDITIONS FOLLOWED AND EROSION AND SEDIMENT CONTROL DEVICES
REEVALUATED AND APPROVED BY THE ENGINEER PRIOR TO ANY CONTINUATION OF ACTIVITY. MONITORING
ACTIVITIES AND TURBIDITY READINGS SHALL BE RECORDED ON THE CONSTRUCTION INSPECTION REPORT
AND CONTINUED UNTIL TURBIDITY READINGS FALL BELOW AN ACCEPTABLE LEVEL (LESS THAN 29 NTUs
ABOVE BACKGROUND OR LESS THAN 0 NTUs ABOVE BACKGROUND FOR DIRECT DISCHARGES TO OFWs).
(2.B.4.) WATER QUALITY MONITORING MAY BE CONDUCTED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY
THE ENGINEER.
DEWATERING CONTROLS
THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN SHALL INCLUDE A DESCRIPTION OF THE BMPs THAT
WILL BE USED TO ENSURE THAT DISCHARGES OF NONCONTAMINATED GROUND WATER FROM DEWATERING OPERATIONS
DO NOT CAUSE OR CONTRIBUTE TO VIOLATIONS OF STATE WATER QUALITY STANDARDS.
OTHER CONTROLS
(20.1.) THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN SHALL IDENTIFY CHEMICAL AND FUEL STORAGE
AREAS, MEANS OF MINIMIZING EXPOSURE TO STORMWATER, AND SPILL PREVENTION.
(2.D.2.) OFFSITE VEHICLE TRACKING & GENERATION OF DUST
IN THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN, DESCRIBE THE PROPOSED METHODS FOR
MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS
SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
(2.0.2.o.) LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN.
(20.2.b.) REMOVING EXCESS DIRT FROM ROADS DAILY.
(2.0.2.c.) USING WATER TRUCKS DURING DUST -GENERATING ACTIVITIES.
(2.D.2.d.) SEDIMENT CONTROL MAY BE ACCOMPLISHED BY USING STREET OR VACUUM SWEEPERS.
J. MAINTENANCE
MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES AND REMOVE EROSION AND SEDIMENT CONTROL
DEVICES WHEN NOTICE OF TERMINATION IS MAILED. REMOVE AND PROPERLY DISPOSE OF SEDIMENT BUILDUP THROUGH
THE LIFE OF THE INSTALLED EROSION AND SEDIMENT CONTROL DEVICES.
(3.A.) IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF NOTICE.
(3.B.) SEDIMENT BARRIERS SHALL BE REPLACED WHEN IT IS NO LONGER EFFECTIVE OR AS DIRECTED BY THE
ENGINEER.
(3.C.) STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING
WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.
(3.0.) REMOVE SEDIMENT FROM SEDIMENT BASINS WHEN IT BECOMES MORE THAN HALF THE AVAILABLE VOLUME.
4. INSPECTION, TRACKING, AND REPORTING
INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD RAINFALL.
(4.A.) SUBMIT A WEEKLY REPORT TO THE DEPARTMENT DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR
REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. MAINTAIN ALL REQUIRED REPORTS AND COMPLETE
ALL SWPPP INSPECTION FORMS.
(4.8.) PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED
FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE
INDIVIDUAL COSTS OF THE EROSION AND SEDIMENT CONTROL DEVICES.
(4.C.) USE THE SWPPP CONSTRUCTION INSPECTION REPORT FORM * 650-040-03, FOR DAILY INSPECTIONS.
5.NON-STORMWATER DISCHARGES
THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER
DISCHARGES AND DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION. THE PLAN SHALL INCLUDE
PROCEDURES FOR SPILL CONTAINMENT, REPORTING AND RESPONSES. THE PLAN SHALL SPECIFY WHAT MANAGEMENT
PRACTICES AND CONTAINMENT METHODS WILL BE USED TO PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS,
HERBICIDES, ETC.) FROM SPILLING ONTO THE SOIL OR INTO THE SURFACE WATERS. IF A SPILL DOES OCCUR OR IF
CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT OPERATIONS PROGRAM ENGINEER,
JESSICA WHITE, AT 239-985-7829 AND THE ENGINEER. IF A RELEASE CONTAINING HAZARDOUS SUBSTANCES OCCURS,
CONTACT THE FLORIDA STATE WATCH OFFICE AT 800-320-05I9 OR 850-4I3-99II PER SECTION 9.2 OF THE CGP.
REVISIONS
DRMP, INC.
15310 AMBERLYDRIVE, SUITE 200
TAMPA, FLORIDA 33647
PHONE: (813) 265-9800
CERTIFICATE OF AUTHORIZATION No. 2648
SCOTT A. GARTH, P.E.
LICENSE NO.: 54018
COLLIER COUNTY
S /1 O R1 v ( WA TER R POLLUTION UTIC ON
PRE��q ��°�®�J ����
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY PROJECT No.
47
GOODLAND DR.
60200.2.1
ATTACHMENT 2
"Water Quality Certification Special
Conditions" for SFWMD Permit No.
11-103134-P
(3 pages)
Special Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.
1. The construction authorization for this permit shall expire on the date shown on page 3.
2.Operation and maintenance of the stormwater management system shall be the responsibility of
Collier County Board of County Commissioners. Rookery Bay National Estuarine Research
Reserve shall be responsible for maintenance of the flushing channels on state-owned lands,
and for monitoring associated with the adjacent mangrove wetlands. Upon completion of
construction and in conjunction with submittal of the as -built certification, a request for transfer to
the operating entity with supporting documentation must be submitted in accordance with
General Condition No. 7.
3.A stable, permanent and accessible elevation reference shall be established on or within one
hundred (100) feet of all permitted discharge structures no later than the submission of the
certification report. The location of the elevation reference must be noted on or with the
certification report.
4. Prior to initiating construction activities associated with this Environmental Resource Permit
(ERP), the permittee is required to hold a pre -construction meeting with field representatives,
consultants, contractors, District Environmental Resource Bureau (ERB) staff, and any other
local government entities as necessary. The purpose of the pre -construction meeting is to
discuss construction methods, sequencing, best management practices, identify work areas,
staking and roping of preserves where applicable, and to facilitate coordination and assistance
amongst relevant parties. To schedule a pre -construction meeting, please contact ERB staff from
the Fort Myers Service Center at (239) 338-2929 or via e-mail at: pre-con@sfwmd.gov. When
sending a request for a pre -construction meeting, please include the application number, permit
number, and contact name and phone number.
5. This permit does not authorize the permittee to cause any adverse impact to or "take" of state
listed species and other regulated species of fish and wildlife. Compliance with state laws
regulating the take of fish and wildlife is the responsibility of the owner or applicant associated
with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions
of "take" and a list of fish and wildlife species. If listed species are observed onsite, FWC staff
are available to provide decision support information or assist in obtaining the appropriate FWC
permits. Most marine endangered and threatened species are statutorily protected and a "take"
permit cannot be issued. Requests for further information or review can be sent to:
FWCConservationPlanningServices@MyFWC.com.
6. Prior to commencement of construction, and in accordance with the work schedule herein, the
permittee shall submit documentation from Little Pine Island Mitigation Bank that 1.18
saltwater forested credits for this project have been paid for in full and deducted from the Litlle
Pine Island Mitigation Bank's ledger.
7. The permittee shall comply with the following protected species construction conditions: a. The
permittee shall instruct all personnel associated with the project of the potential presence of
these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All
construction personnel are responsible for observing water -related activities for the presence of
these species. b. The permittee shall advise all construction personnel that there are civil and
criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are
Permit No: 11-103134-P, Page 14 of 21
protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of
material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly
secured, and be regularly monitored to avoid protected species entrapment. Barriers may not
block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior
agreement from the National Marine Fisheries Service's Protected Resources Division, St.
Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no
wake/idle" speeds at all times while in the construction area and while in water depths where the
draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will
preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea
turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging
operation or vessel movement, all appropriate precautions shall be implemented to ensure its
protection. These precautions shall include cessation of operation of any moving equipment
closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical
construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen
within a 50-ft radius of the equipment. Activities may not resume until the protected species has
departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or
smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's
Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/
rescue organization.
8. STANDARD MANATEE CONDITIONS FOR IN -WATER WORK (2011) 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 Jacksonville
(1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and 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 8 in. by 11 in. 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
MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed
above.
9. Best management practices shall be utlized along the project corridor during construction to
prevent water qualtiy impacts to adjacent wetlands and water bodies. A turbidity control plan
Permit No: 11-103134-P, Page 15 of 21
shall be implemented in accordance with Exhibit No. 2.0. Prior to the commencement of
construction in Goodland Bay, floating turbidity curtains with weighted skirts that extend to the
bottom of the bay shall be properly installed to isolate adjacent waters from the work area. The
floating turbidity curtains shall be maintained and shall remain in place until all construction is
complete and turbidity levels in the project area meet OFW standards (0 NTU's above
background levels). The permittee shall be responsible for ensuring that turbidity control devices
are inspected daily and maintained in good working order so that there are no violations of state
water quality standards outside of the turbidity screens or silt fences.
Permit No: 11-103134-P, Page 16 of 21
ATTACHMENT 3
"Self -Certification Statement of Compliance"
(1 page)
SELF -CERTIFICATION STATEMENT OF COMPLIANCE
Permit 7\SH:
Application Number: SAJ- -
Permittee's Name & Address:
Telephone Number: ( ) -
Location of the Work:
Date Work Started: Date Work Completed:
Description of the Work (e.g., bank stabilization, residential or
commercial filling, docks, dredging, etc):
Acreage or Square Feet of Impacts to Waters of the United States:
Describe Mitigation completed (if applicable):
Describe any Deviations from Permit (attach drawing(s) depicting the
deviations):
********************
I certify that all work, and mitigation (if applicable) was done in
accordance with the limitations and conditions as described in the
permit. Any deviations as described above are depicted on the
attached drawing(s).
Signature of Permittee
Date
ATTACHMENT 4
"Sea Turtle and Smalltooth Sawfish Conditions
(1 page)
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
263 13th Avenue South
St. Petersburg, FL 33701
SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS
The permittee shall comply with the following protected species construction conditions:
a. The permittee shall instruct all personnel associated with the project of the potential presence of
these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All
construction personnel are responsible for observing water -related activities for the presence of
these species.
b. The permittee shall advise all construction personnel that there are civil and criminal penalties for
harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the
Endangered Species Act of 1973.
c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot
become entangled, be properly secured, and be regularly monitored to avoid protected species
entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from
designated critical habitat without prior agreement from the National Marine Fisheries Service's
Protected Resources Division, St. Petersburg, Florida.
d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all
times while in the construction area and while in water depths where the draft of the vessel
provides less than a four -foot clearance from the bottom. All vessels will preferentially follow
deep -water routes (e.g., marked channels) whenever possible.
e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily
construction/dredging operation or vessel movement, all appropriate precautions shall be
implemented to ensure its protection. These precautions shall include cessation of operation of
any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any
mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is
seen within a 50-ft radius of the equipment. Activities may not resume until the protected species
has departed the project area of its own volition.
£ Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported
immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-
5312) and the local authorized sea turtle stranding/rescue organization.
g. Any special construction conditions, required of your specific project, outside these general
conditions, if applicable, will be addressed in the primary consultation.
Revised: March 23, 2006
O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc
ATTACHMENT 5
"Manatee Conditions"
(2 pages)
STANDARD MANATEE CONDITIONS FOR IN -WATER WORK
2011
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 waterwhenever
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.
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 Jacksonville (1-904-731-3336) for
north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at_
I mperiledSpecies(cD-myFWC.com
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 8'/2" 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 MyFWC.com/manatee. Questions concerning these signs can be sent to
the email address listed above.
CAUTION: MANATI---E. HABITAT
All project vessels
IDLE SPEED/ NOWAKE
When a manatee is within 50 feet of work
all in -water activities must
SHUT DOWN
Report any collision with or injury to a manatee:
Wildlife Alert:
1-888-404-FWCC(3922)
cell *FWC or #FWC
ATTACHMENT 6
"Eastern Indigo Snake Protection Measures
and Inspection"
(6 pages)
STANDARD PROTECTION MEASURES FOR THE EASTERN INDIGO SNAKE
U.S. Fish and Wildlife Service
August 12, 2013
The eastern indigo snake protection/education plan (Plan) below has been developed by the U.S.
Fish and Wildlife Service (USFWS) in Florida for use by applicants and their construction
personnel. At least 30 days prior to any clearing/land alteration activities, the applicant shall
notify the appropriate USFWS Field Office via e-mail that the Plan will be implemented as
described below (North Florida Field Office: jaxregs(&,,fws.gov; South Florida Field Office:
verobeachkfws.gov; Panama City Field Office: panamacitykfws.gov). As long as the signatory
of the e-mail certifies compliance with the below Plan (including use of the attached poster and
brochure), no further written confirmation or "approval" from the USFWS is needed and the
applicant may move forward with the project.
If the applicant decides to use an eastern indigo snake protection/education plan other than the
approved Plan below, written confirmation or "approval" from the USFWS that the plan is
adequate must be obtained. At least 30 days prior to any clearing/land alteration activities, the
applicant shall submit their unique plan for review and approval. The USFWS will respond via e-
mail, typically within 30 days of receiving the plan, either concurring that the plan is adequate or
requesting additional information. A concurrence e-mail from the appropriate USFWS Field
Office will fulfill approval requirements.
The Plan materials should consist of: 1) a combination of posters and pamphlets (see Poster
Information section below); and 2) verbal educational instructions to construction personnel by
supervisory or management personnel before any clearing/land alteration activities are initiated
(see Pre -Construction Activities and During Construction Activities sections below).
POSTER INFORMATION
Posters with the following information shall be placed at strategic locations on the construction
site and along any proposed access roads (a final poster for Plan compliance, to be printed on I I"
x 17" or larger paper and laminated, is attached):
DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North
America, with individuals often reaching up to 8 feet in length. They derive their name from the
glossy, blue -black color of their scales above and uniformly slate blue below. Frequently, they
have orange to coral reddish coloration in the throat area, yet some specimens have been reported
to only have cream coloration on the throat. These snakes are not typically aggressive and will
attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be
handled.
SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern
indigo snake. However, black racers have a white or cream chin, thinner bodies, and WILL BITE
if handled.
LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types
throughout Florida. Although they have a preference for uplands, they also utilize some wetlands
and agricultural areas. Eastern indigo snakes will often seek shelter inside gopher tortoise
burrows and other below- and above -ground refugia, such as other animal burrows, stumps,
roots, and debris piles. Females may lay from 4 - 12 white eggs as early as April through June,
with young hatching in late July through October.
PROTECTION UNDER FEDERAL AND STATE LAW: The eastern indigo snake is
classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife
Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the Endangered
Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm,
harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct.
Penalties include a maximum fine of $25,000 for civil violations and up to $50,000 and/or
imprisonment for criminal offenses, if convicted.
Only individuals currently authorized through an issued Incidental Take Statement in association
with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to
handle an eastern indigo snake are allowed to do so.
IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE:
• Cease clearing activities and allow the live eastern indigo snake sufficient time to move
away from the site without interference;
• Personnel must NOT attempt to touch or handle snake due to protected status.
• Take photographs of the snake, if possible, for identification and documentation purposes.
• Immediately notify supervisor or the applicant's designated agent, and the appropriate
USFWS office, with the location information and condition of the snake.
• If the snake is located in a vicinity where continuation of the clearing or construction
activities will cause harm to the snake, the activities must halt until such time that a
representative of the USFWS returns the call (within one day) with further guidance as to
when activities may resume.
IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE:
• Cease clearing activities and immediately notify supervisor or the applicant's designated
agent, and the appropriate USFWS office, with the location information and condition of
the snake.
• Take photographs of the snake, if possible, for identification and documentation purposes.
• Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate
wildlife agency will retrieve the dead snake.
Telephone numbers of USFWS Florida Field Offices to be contacted if a live or dead
eastern indigo snake is encountered:
North Florida Field Office — (904) 731-3336
Panama City Field Office — (850) 769-0552
South Florida Field Office — (772) 562-3909
PA
PRE -CONSTRUCTION ACTIVITIES
1. The applicant or designated agent will post educational posters in the construction office and
throughout the construction site, including any access roads. The posters must be clearly visible
to all construction staff. A sample poster is attached.
2. Prior to the onset of construction activities, the applicant/designated agent will conduct a
meeting with all construction staff (annually for multi -year projects) to discuss identification of
the snake, its protected status, what to do if a snake is observed within the project area, and
applicable penalties that may be imposed if state and/or federal regulations are violated. An
educational brochure including color photographs of the snake will be given to each staff
member in attendance and additional copies will be provided to the construction superintendent
to make available in the onsite construction office (a final brochure for Plan compliance, to be
printed double -sided on 8.5" x 11" paper and then properly folded, is attached). Photos of
eastern indigo snakes may be accessed on USFWS and/or FWC websites.
3. Construction staff will be informed that in the event that an eastern indigo snake (live or dead)
is observed on the project site during construction activities, all such activities are to cease until
the established procedures are implemented according to the Plan, which includes notification of
the appropriate USFWS Field Office. The contact information for the USFWS is provided on the
referenced posters and brochures.
DURING CONSTRUCTION ACTIVITIES
1. During initial site clearing activities, an onsite observer may be utilized to determine whether
habitat conditions suggest a reasonable probability of an eastern indigo snake sighting (example:
discovery of snake sheds, tracks, lots of refugia and cavities present in the area of clearing
activities, and presence of gopher tortoises and burrows).
2. If an eastern indigo snake is discovered during gopher tortoise relocation activities (i.e. burrow
excavation), the USFWS shall be contacted within one business day to obtain further guidance
which may result in further project consultation.
3. Periodically during construction activities, the applicant's designated agent should visit the
project area to observe the condition of the posters and Plan materials, and replace them as
needed. Construction personnel should be reminded of the instructions (above) as to what is
expected if any eastern indigo snakes are seen.
POST CONSTRUCTION ACTIVITIES
Whether or not eastern indigo snakes are observed during construction activities, a monitoring
report should be submitted to the appropriate USFWS Field Office within 60 days of project
completion. The report can be sent electronically to the appropriate USFWS e-mail address listed
on page one of this Plan.
ATTENTION:
THREATENED EASTERN INDIGO
SNAKES MAY BE PRESENT ON
THIS SITEM
IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE:
• Cease clearing activities and allow the eastern indigo snake sufficient time to move away from the site
without interference.
• Personnel must NOT attempt to touch or handle snake due to protected status.
• Take photographs of the snake, if possible, for identification and documentation purposes.
• Immediately notify supervisor or the applicant's designated agent, and the appropriate U.S. Fish and
Wildlife Service (USFWS) office, with the location information and condition of the snake.
• If the snake is located in a vicinity where continuation of the clearing or construction activities will cause
harm to the snake, the activities must halt until such time that a representative of the USFWS returns the
call (within one day) with further guidance as to when activities may resume.
IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE:
• Cease clearing activities and immediately notify supervisor or the applicant's designated agent, and the
appropriate USFWS office, with the location information and condition of the snake.
• Take photographs of the snake, if possible, for identification and documentation purposes.
• Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will
retrieve the dead snake.
USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered:
North Florida Field Office — (904) 731-3336
Panama City Field Office — (850) 769-0552
South Florida Field Office — (772) 562-3909
Killing, harming, or harassing indigo snakes is strictly prohibited and punishable under State and Federal Law.
DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North America, with individuals
often reaching up to 8 feet in length. They derive their name from the glossy, blue -black color of their
scales above and uniformly slate blue below. Frequently, they have orange to coral reddish coloration
in the throat area, yet some specimens have been reported to only have cream coloration on the
throat. These snakes are not typically aggressive and will attempt to crawl away when disturbed.
Though indigo snakes rarely bite, they should NOT be handled.
SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black
racers have a white or cream chin, thinner bodies, and WILL BITE if handled.
LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida.
Although they have a preference for uplands, they also utilize some wetlands and agricultural areas.
Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above-
ground refugia, such as other animal burrows, stumps, roots, and debris piles. Females may lay from 4 - 12
white eggs as early as April through June, with young hatching in late July through October.
PROTECTION: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and
Wildlife Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the
Endangered Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm,
harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include
a maximum fine of $25,000 for civil violations and up to $50,000 and/or imprisonment for criminal
offenses, if convicted.
Only individuals currently authorized through an issued Incidental Take Statement in association with a
USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to handle an
eastern indigo snake are allowed to do so.
August 12, 2013
IF YOU SEE A LIVE EASTERN
INDIGO SNAKE ON THE SITE:
• Cease clearing activities and allow
the eastern indigo snake sufficient
time to move away from the site
without interference.
• Personnel must NOT attempt to
touch or handle snake due to
protected status.
• Take photographs of the snake, if
possible, for identification and
documentation purposes.
• Immediately notify supervisor or the
applicant's designated agent, and the
appropriate U.S. Fish and Wildlife
Service (USFWS) office, with the
location information and condition of
the snake.
• If the snake is located in a vicinity
where continuation of the clearing or
construction activities will cause
harm to the snake, the activities must
halt until such time that a
representative of the USFWS returns
the call (within one day) with further
guidance as to when activities may
resume.
IF YOU SEE A DEAD EASTERN
INDIGO SNAKE ON THE SITE:
• Cease clearing activities and
immediately notify supervisor or the
applicant's designated agent, and the
appropriate USFWS office, with the
location information and condition of
the snake.
• Take photographs of the snake, if
possible, for identification and
documentation purposes.
• Thoroughly soak the dead snake in
water and then freeze the specimen.
The appropriate wildlife agency will
retrieve the dead snake.
USFWS Florida Field Offices to be
contacted if a live or dead eastern indigo
snake is encountered:
North Florida ES Office — (904) 731-3336
Panama City ES Office — (850) 769-0552
South Florida ES Office — (772) 562-3909
DESCRIPTION: The eastern indigo snake is
one of the largest non -venomous snakes in North
America, with individuals often reaching up to 8
feet in length. They derive their name from the
glossy, blue -black color of their scales above
and uniformly slate blue below. Frequently, they
have orange to coral reddish coloration in the
throat area, yet some specimens have been
reported to only have cream coloration on the
throat. These snakes are not typically aggressive
and will attempt to crawl away when disturbed.
Though indigo snakes rarely bite, they should
NOT be handled.
SIMILAR SNAKES: The black racer is the
only other solid black snake resembling the
eastern indigo snake. However, black racers
have a white or cream chin, thinner bodies, and
WILL BITE if handled.
LIFE HISTORY: The eastern indigo snake
occurs in a wide variety of terrestrial habitat
types throughout Florida. Although they have a
preference for uplands, they also utilize some
wetlands and agricultural areas. Eastern indigo
snakes will often seek shelter inside gopher
tortoise burrows and other below- and above-
ground refugia, such as other animal burrows,
stumps, roots, and debris piles. Females may lay
from 4 - 12 white eggs as early as April through
June, with young hatching in late July through
October.
Killing, harming, or harassing indigo
snakes is strictly prohibited and
punishable under State and Federal Law.
Only individuals currently authorized
through an issued Incidental Take Statement
in association with a USFWS Biological
Opinion, or by a Section 10(a)(1)(A) permit
issued by the USFWS, to handle an eastern
indigo snake are allowed to do so.
LEGAL STATUS: The eastern indigo
snake is classified as a Threatened species
by both the USFWS and the Florida Fish
and Wildlife Conservation Commission.
"Taking" of eastern indigo snakes is
prohibited by the Endangered Species Act
without a permit. "Take" is defined by the
USFWS as an attempt to kill, harm, harass,
pursue, hunt, shoot, wound, trap, capture,
collect, or engage in any such conduct.
Penalties include a maximum fine of
$25,000 for civil violations and up to
$50,000 and/or imprisonment for criminal
offenses, if convicted.
U.S
FISH & Wn nrME
SERVICE
44�"Ils
August 12, 2013
ATTENTION:
THREATENED EASTERN INDIGO
SNAKES MAY BE PRESENT ON
THIS SITE!!!
Please read the following
information provided by the
U.S. Fish and Wildlife Service
to become familiar with
standard protection measures
for the eastern indigo snake.