HomeMy WebLinkAboutHUD Environmental Review �QPP����ra yn U.S.Department of Housing and Urban
Development
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451 Seventh Street,SW
Washington, DC 20410
A/DENFN-0 www.hud.gov
espanol.hud.gov
Environmental Review for Activity/Project that is Categorically
Excluded Subject to Section 58.5
Pursuant to 24 CFR 58.35(a)
Project Information
Project Name: Tavernier Fire Station Hardening
Responsible Entity: Monroe County
Grant Recipient: Monroe County
State/Local Identifier: I015 7
Preparer: CPH Consulting, LLC
Certifying Officer Name and Title:Christine Hurley - County Administrator
Grant Recipient: Monroe County
Consultant: CPH Consulting, LLC
Direct Comments to: Wendy Carter (Carter-wendykmonroecounty-fl.gov), Kyle
Bechtelheimer(Kbechtelheimer(kcphcoEp.com)
Project Location: 151 Marine Ave, Tavernier, F1 33070
The project consists of hardening the existing Tavernier Fire Station#22 to improve resilience
against wind and flood hazards. Improvements include installation of engineered flood panels,
reinforcement of building openings, replacement of exterior doors, and installation of a
permanent backup generator with an automatic transfer switch. The generator and associated
electrical systems will be elevated above the Base Flood Elevation (BFE). No expansion of the
building footprint or change in land use is proposed.
Level of Environmental Review Determination:
Categorically Excluded per 24 CFR 5 8.3 5(a)(iii), and subject to laws and authorities at §58.5
Funding Information
Grant Number HUD Program Funding Amount
I0157 CDBG-MIT $81800
Estimated Total HUD Funded Amount: $818,000
Estimated Total Project Cost (HUD and non-HUD funds) [24 CFR 58.32(d)]: $818,000
Compliance with 24 CFR 50.4, 58.5, and 58.6 Laws and Authorities
Record below the compliance or conformance determinations for each statute, executive order, or
regulation. Provide credible, traceable, and supportive source documentation for each authority. Where
applicable, complete the necessary reviews or consultations and obtain or note applicable permits of
approvals. Clearly note citations, dates/names/titles of contacts, and page references. Attach additional
documentation as appropriate.
Compliance Factors: Are formal Compliance determinations
Statutes Executive Ord p
> Orders, compliance
and Regulations listed at 24 steps or
CFR 5 8.5 d 5 8.6 p
§ an § mitigation
anon
required?
STATUTES, EXECUTIVE ORDERS, AND REGULATIONS LISTED AT 24 CFR 50.4
& 58.6
Airport Hazards Yes No The project is not located within 15,000 feet
p
E] Z of a military airport or 2,500 feet of a
24 CFR Part 51 Subpart D civilian airport. Please see Figure 16 and
attached Airport Hazards Worksheet.
Coastal Barrier Resources Yes No The Jro'ect is not located within a Coastal
p
� Z Barrier Resource Area. Please see Figure 13
Coastal Barrier Resources Act, as and attached Costal Barrier Resources
amended by the Coastal Barrier
Improvement Act of 1990 16 Worksheet.
p �
USC 3501]
Flood Insurance Yes No The Tavernier Fire Station#22 is currently
Z ❑ participating in the national flood insurance
Flood Disaster Protection Act of 1973 and National Flood pro (NFIP). Please see attached Flood
gram
Insurance Reform Act of 1994 Insurance Worksheet and Figure 6 FIRM
[42 USC 4001-4128 and 42 USC map. The fire station has obtained flood
5154a] insurance, and it will maintain the insurance
for the economic life of the structure. A copy
of the flood insurance is provided.
STATUTES,EXECUTIVE ORDERS, AND REGULATIONS LISTED AT 24 CFR 50.4
& 58.5
Clean Air Yes No Monroe p
County's is in compliance for all six
E:] Z (6) NAAQS criteria pollutants. The project
Clean Air Act, as amended, activities will not impact the COunt 's
particularly section 176(c) & (d); p y
40 CFR Parts 6 51 93 compliance with the Clean Air Act. The
project does not include new construction or
conversion of land use facilitating the
development of public, commercial, or
industrial facilities or five or more dwelling
units. Therefore, the project will not impact
air quality. Please see attached Air Quality
Worksheet and Figure 15, clean air non-
attainment areas and designations map.
Coastal Zone Management Yes No The Jro'ect is within the coastal zone and was
p
Z ❑ submitted to the Florida State Clearinghouse
Coastal Zone Management Act, for review on 1/28/26. On 1/29/26 the Florida
sections 307(c) & (d)
State Clearinghouse sent confirmation that
the project was not selected for review, and
the project may proceed. Please see attached
Coastal Zone Management Worksheet and
Exhibit I0157 Monroe County Florida
Coastal Zone map supporting documentation.
Contamination and Toxic Yes No EPA sites were reviewed within 1-mile of the
Substances E:] Zproject for Superfund sites and 3,000 feet for
RCRA, Toxic Release Inventory, and
24 CFR Part 50.3(i) & 58.5(i)(2) Brownfield sites. Department of
Environmental Protection cleanup sites were
reviewed within 3,000 feet of the project area.
Based on a thorough review of all available
documents, there is no reported evidence of
nearby toxic, hazardous, or radioactive
substances that could pose an impact to the
project. Please see attached Contamination
and Toxic Substances Worksheet, Figures
14A and 14B and supporting documentation
for CLM clearance. Radon was also tested
with a negative result. See attached lab
results.
Endangered Species Yes No Consultation with USFWS was initiated via
❑ Z IPaC. An official species list was pulled on
Endangered Species Act of 1973, 03/20/2026. CPH prepared a Biological
particularly section 7; 50 CFR p p g
Part 402 Analysis using IPaC and determined the
project would have a "No Effect" on all
Threatened and Endangered listed species
documented as occurring near or within the
project site.No eagle nests were found within
660ft of the project site. Please see attached
Endangered Species Worksheet and
attachment I.
Explosive and Flammable Yes No State that the does not include
project
Hazards ❑ Z development, construction or rehabilitation
24 CFR Part 51 Subpart C that will increase residential densities, or
p conversion. A Generator will be replaced in-
kind. Please see attached Explosive and
Flammable Hazards Worksheet, page 234 of
this document.
Farmlands Protection Yes No The Jro'ect does not include new construction
p
❑ Z or acquisition of undeveloped land that could
Farmland Protection Policy Act convert agricultural land into non-agricultural
of 1981,particularly sections g
1504 b and 1541. 7 CFR Part use. The project does not occur on prime
658 farmland. Please see attached Farmlands
Protection Worksheet and USDA Web Soil
Survey Map (attachment F, page 238 of this
document).
Floodplain Management Yes No The j project is within the FFRMS
proposed
® ❑ Foodplain, per FIRM panel #12087C0919K.
Executive Order 11988, Monroe Count conducted an 8-step decision
particularly section 2(a); 24 CFR y p
Part 55 making process per 24 CFR 55.20 to
determine any effects that the construction
activities would have on the Foodplain and
evaluated if any project alternatives were
feasible. During the 8-step analysis, the
following mitigation measures were
identified: new flood panels and hardening of
structural elements to increase resiliency. An
early Foodplain notice was published on
February 26, 2026 and a final Foodplain
notice will be published concurrently with the
NOI-RROF on March 19, 2026. The project
is in compliance with Executive Order 11988
and 24 CFR 55.
See attachments A-C, pages 252-278 of this
document.
Historic Preservation Yes No The findingfor historic reservation, as
p
� Z determined by Monroe County, is No
National Historic Preservation Historic Properties Affected. The project
ect
Act of 1966,particularly sections p p J
106 and 110. 3 6 CFR Part 800 was submitted to the SHPO for review on
July 11, 2023. On August 3, 2023 the SHPO
provided concurrence and issued a No
Historic Properties present memo for the
Monroe County Tavernier Fire Station#22
Hardening Project and no historic properties
affected. There are no ground disturbing
activities, so no tribal coordination is
required. Please see attached Historic
Preservation Worksheet and Figure 10.
Noise Abatement and Control Yes No The Jro j ect does not involve construction for
p
E] Z residential use or rehabilitation of an existing
Norse Control Act of 1972, as residentialproperty.Lon -term noise impacts
amended by the Quiet g p
Communities Act of 1978. 24 are typically not associated with the operation
CFR Part 51 Subpart B of a fire station except during an emergency.
Please see attached Noise Abatement and
Control Worksheet.
Sole Source Aquifers Yes No The Jro j ect is not located on a sole source
p
0 Z aquifer according to EPA databases. Please
Safe Drinking Water Act of 1974,as amended,particularly section see attached Sole Source Aquifers Worksheet
1424 e • 40 CFR Part 149 and Figure 17.
Wetlands Protection Yes No The J ro'ect does not include ex ansion of an
p p
Z existing building's footprint. Wetlands are
Executive Order 11990, E]
particularly sections 2 and 5 project
not located within the p ' �
ect boundary.
project will not require mitigation for wetland
impacts as wetland impacts are not proposed.
Please see attached Wetlands Protection
Worksheet and Figure 5.
Wild and Scenic Rivers The J ro'ect will not adversel affect areas
p y
Yes No designated as national wild and scenic river
Wild and Scenic Rivers Act of systems as the designated rivers are hundreds
1968 particularly section 7 b 1:1 z y g
�p y � )
and c of miles away from the project. Please see
attached Wild and Scenic Rivers Worksheet
and Figure 8.
Field Inspection (Date and completed by): April 11 and 12, 2023, Amy Daly
Summary of Findings and Conclusions:
Monroe County has reviewed this project against all applicable laws and authorities under 24
CFR 58.5 and 58.6 and determined the project will not result in significant adverse
environmental impacts. The Tavernier Fire Station#22 Hardening Project consists solely of
hardening and resiliency upgrades to an existing critical facility, including replacement of
garage/bay doors, installation of storm-proof windows and doors, flood panels, in-kind generator
replacement, undergrounding of electrical service, and anchoring/replacement of rooftop units
without expanding the building footprint or altering land use. No conditions were identified that
would preclude the project from proceeding.
The site is within the FFRMS floodplain, but Monroe County has published early and final
floodplain notices and will maintain flood insurance for the life of the structure; floodproofing
measures consistent with the HUD 8-Step Process have been incorporated. Coordination through
USFWS IPaC confirmed No Effect determinations for federally listed species, and the SHPO
concurred that No Historic Properties are present. The project area is fully developed, located
outside wetlands, CBRS units, sole-source aquifers, agricultural lands, and airport hazard zones.
Radon testing was performed and did not identify conditions requiring mitigation.
Contamination & toxic substances were reviewed, and no recognized environmental conditions
were found that would pose a hazard to the facility or its occupants. Construction-related impacts
will be temporary and minor, and long-term operation will not introduce new environmental
burdens. Therefore, the project will increase resiliency of the fire station with no adverse
impacts, and is compliant with all applicable federal environmental laws and authorities
Mitigation Measures and Conditions
Summarize below all mitigation measures adopted by the Responsible Entity to reduce, avoid, or
eliminate adverse environmental impacts and to avoid non-compliance or non-conformance with
the above-listed authorities and factors. These measures/conditions must be incorporated into
project contracts, development agreements, and other relevant documents. The staff responsible
for implementing and monitoring mitigation measures should be clearly identified in the mitigation
plan.
Law, Authority, or Factor Mitigation Measure
Flood Insurance Monroe County will be required to maintain flood
insurance for the existing building.
Floodplain Management The project incorporates new flood panels meeting 500-
year flood protection of existing building openings.
Project includes hardening building structural elements
to increase resiliency. Project complies with HUD 8-
Step Process, which is included within this report.
Deter min at ion,.,
F1 This cate 9 orically excluded activity/pr QI ect converts to Exempt,per 5 8.3 4(a)(12)because there are
no circumstances which require compliance with any of the federal laxvs and authorities cited at
§-5 8.5. Fu n(is in ay be com m itted a n d d rawn d own after certification of th is part for thi S(now)
EXEMPT project'; OR
This categoricall y excluded activity/project cannot convert to Exempt because there are
circumstances which require compliance with one or more federal laws and authorities cited at
§58.5. Complete consultation/mitigation protocol requirements., publish NOI/RROF and obtain
"Authority to Use Grant Funds"(HLJD 7015.16)per Section 58.70 and 58.71 before conunitting
or drawing I ,downany funds- OR
This project is now subject to a full Environmental Assessment according to Part 58 Subpart E due
to extraordinary circumstances(Section 58.35(c)).
do
ofj
r'aae
.............
Date
............. ........................
Nam e/TItl e/OrganIzation Amy Daly,LEED AP, Director of Environniental Services
CPH Consulting, LLC
Responsible Entlity Agency Official Signature:
Christine HurleyDigitally signed by Christine Hurley
Date: 2026.04.23 14:05:39 -04'00'
Name/Title: Christine Hurley- County Administrator
This oriainal. signed dociument and related supportincy material must be retained on file by the
Responsible Entity in an Environmental Review Record (ERR:) for the activity/project (ref.- 24
CFR Part 58.38) and in accordance with recordkeepincy requirements for the FILJD program(s).
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON)DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves.Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Airport Hazards (CEST and EA) — PARTNER
HUD Exchange Airport Hazards Page
1. To ensure compatible land use development,you must determine your site's proximity to civil and
military airports. Is your project within 15,000 feet of a military airport or 2,500 feet of a civilian
airport?
❑X No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide a map showing that the site
is not within the applicable distances to a military or civilian airport.
❑Yes 4 Continue to Question 2.
2. Is your project located within a Runway Potential Zone/Clear Zone (RPZ/CZ) or Accident Potential
Zone (APZ)?
❑Yes, project is in an APZ 4 Continue to Question 3.
❑Yes, project is an RPZ/CZ 4 Project cannot proceed at this location.
❑No, project is not within an APZ or RPZ/CZ
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Continue to the Worksheet Summary below.
Provide a map showing that the site is not within either zone.
3. Is the project in conformance with DOD guidelines for APZ?
❑Yes, project is consistent with DOD guidelines without further action.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide any documentation supporting this
determination.
❑No, the project cannot be brought into conformance with DOD guidelines and has not been
approved. 4 Project cannot proceed at this location.
If mitigation measures have been or will be taken, explain in detail the proposed measures that must
be implemented to mitigate for the impact or effect, including the timeline for implementation.
li re to enter text.
4 Work with the RE/HUD to develop mitigation measures. Continue to the Worksheet Summary
below. Provide any documentation supporting this determination.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The proposed project is not located with 2,500 feet of a commercial civil airfield and is not
located with 15,000 feet of a military airfield. Refer to Figure 16 that is provided as part of this
worksheet.
'
fr
Mariners Hospital
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Heliport S iind
0.39 Miles + to Property Site
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Tavernaero Park �T
Airport �r
1.0 Miles + to Property Site f T
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Aviation Facilities
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Seaplane Base psm
Airport Facility
5.59 Miles fir-to Property Site
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Holiday Isle Hospital Facility
Seaplane Base 2500-ft Civilian Airport Buiffer
. 8 Miles +/-to Property Site
Wo dam mom
150100-ft Military Airport Buffer
QMW 4WD OEM
(Note: No military aviation facilities
within 15000 feet of Ipreject location.
Seale:1 inch=2 miles T AIRPORT HAZARDS MAP
Date: 1 0r1 c�r2025 FIGURE
Photo Date:N/A TA'�"ERNIER FIRE STATION N#22
Preaect No.M'143,11
SECTION 34 TOWNSHIP 62 SOUTH RANGE 33 TAT 1
tic I agii t:AED ols:ERRIEC11 MONROE COUNTY", FLORIDA
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves.Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Coastal Barrier Resources (CEST and EA) — PARTNER
HUD Exchange Coastal Barrier Resources Page
Projects located in the following states must complete this form.
Alabama Georgia Massachusetts New Jersey Puerto Rico Virgin Islands
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Delaware Maine Minnesota North Carolina South Carolina Wisconsin
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1. Is the project located in a CBRS Unit?
❑X No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide o mop showing that the site
is not within o CBRS Unit.
❑Yes 4 Continue to 2.
Federal a sistanee for most, ctiuiti �may not, be used at this location. You' must either
choose an alternate site', 'or cannel the,project. In very rare cases, federal rnonie's"can be
spent within R units, for curtain exempted activities (e.g., a nature trail),, after
consultation with th,e Fish and wildlife Service (FINS)(see 16 ,USC,3505 for ux eption-s-
to limitati'on I S on expenditures)., ,
2. Indicate your recommended course of action for the RE/HUD
❑ Consultation with the FWS
❑ Cancel the project
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The project is not located within a Coastal Barrier Resource Area. Please refer to Figure 13
provided as part of this Worksheet.
Exhibit - 10 157 Monroe County
Florida Coastal Zone
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CBIOS System Unit Boundary
Seale:1 inch 1 miles T COASTAL BARRIER RESOURCES MAT.
Date: 1 0r1 or2025 FIGURE
Photo Date:N/A TA'�"ERNIER FIRE STATION N#22
Preaect No.M'143,11
SECTION 34 TOWNSHIP 62 SOUTH RANGE 33 EAST 1
Biologist:AED GI :ERRIEc MONROE COUNTY", FLORIDA
OMB No.2506-0177
(exp. 7/31/2028)
PPZMENTOF
U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Flood Insurance (CEST and EA) — PARTNER
i
L
Certain types of federal financial assistance may not Flood Disaster 24 CFR 50.4(b)(1)
be used in floodplains unless the community Protection Act of 1973 and 24 CFR 58.6(a)
participates in National Flood Insurance Program as amended (42 USC and (b); 24 CFR
and flood insurance is both obtained and 4001-4128) 55.5.
maintained.
` r
HUD Exchange Flood Insurance Page
1. Does this project involve mortgage insurance, refinance, acquisition, repairs, rehabilitation, or
construction of a structure, mobile home, or insurable personal property?
❑No.This project does not require flood insurance or is excepted from flood insurance.
Continue to the Worksheet Summary.
❑X Yes Continue to Question 2.
2. Provide a FEMA/FIRM map showing the site.
The Federal Emergency Management Agency (FEMA) designates floodplains. The FEMA Map Service
Center provides this information in the form of FEMA Flood Insurance Rate Maps (FIRMS).
Is the structure, part of the structure, or insurable property located in a FEMA-designated Special
Flood Hazard Area?
❑ No Continue to the Worksheet Summary.
❑X Yes Continue to Question 3.
3. Is the community participating in the National Flood Insurance Program or has less than one year
passed since FEMA notification of Special Flood Hazards?
❑X Yes,the community is participating in the National Flood Insurance Program.
Flood insurance is required. Provide a copy of the flood insurance policy declaration or a paid
receipt for the current annual flood insurance premium and a copy of the application for flood
insurance.
Continue to the Worksheet Summary.
❑ Yes, less than one year has passed since FEMA notification of Special Flood Hazards.
If less than one year has passed since notification of Special Flood Hazards, no flood
Insurance is required.
Continue to the Worksheet Summary.
❑ No. The community is not participating, or its participation has been suspended.
Federal assistance may not be used at this location. Cancel the project at this location.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The Tavernier Fire Station #22 is located in Zone AE and Zone X. Zone AE is subject to inundation by a 1
percent-annual-chance flood event.Zone Xisan area of minimal flood hazard.The FEMA map panel number
is Panel # 0919K with effective date 2/18/2005 (Figure 6). The Tavernier Fire Station #22 is currently
participating in the national flood insurance program, and a copy of the insurance policy is attached and
provided as part of this worksheet.
.......... ............................
ir
.j FEMA FIRM Panel Boundary
pprox. Proper
ZONE AE- 100-YEAR FLOODPLAIN -Areas subject to inundation by the Boundary
1-percent-annual-chance flood event determined by detailed methods.
OPEN WATER
ZONE VE- 100-YEAR FLOODPLAIN -Coastal areas with a 1%or greater
chance of flooding and an additional hazard associated with storm
waves.
ZONE X 500-YEAR FLOODPI-AIN -Area of Minimal Flood Hazard
,ZONE X BETWEEN THE LEMITS OF THE 100-YEAR AND 500-YEAR
FLOODPLAEN -Areas of 0.2%annual chance flood hazards and areas of
1%annual chance flood hazards with average depths of less than 1 foot
or with drainage areas less than 1 square mile.
Federal Emergency Management Agency(FEMA) Flood Insurance Rate
Map(FIRM)#12087CO919K, Panel 0919K(Revised 2/18/2005)
rox. Property
Location
Afl
Scale:1 inch 2,000 feet N FE,MA FIRM MAP- 12087CO919K
Date: 10/7/2025 FIGURE
Photo Date-2022 TAVERNIER FIRE STATION #22 6
Project�No.M�4311 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
lBiolog�st:AED GIS:ERR/LEC MONROE COUNTY, FLORIDA
A Stock Company FFL99.001 1124
0087137
RO. Box 33003
St. Petersburg, FL 33733-8003 6/02/25
Customer Service: 1-800-820-3242 2000 11523 FLD RGLR
N"IGHT Claims: 1-800-725-9472
Wright National Flood Insurance Company 1,,`_ood FLOOD DECLARATIONS PAGE National Flood Insurance Policy
RENEWAL
Policy Number NFIP Policy Number Product Type:
09 1150449413 15 1150449413 General Property Form
Policy Period Date of Issue Agent Code Prior Policy Number
From: 6/18/25 To: 6/18/26 12:01 am Standard Time 06/02/2025 0087137 1150449413
Agent (305)294-2542
THE PORTER-ALLEN COMPANY INC MONROE CTY BRD OF CTY COMMISSIONER
513 SOUTHARD ST C/O MONROE COUNTY RISK MANAGEMENT
KEY WEST FL 33040-6835 1111 12TH ST STE 408
KEY WEST FL 33040-3005
PORTEF�ALLENKW@AOL.COM
Property Location(if other than above) Address may have been changed in accordance with USPS standards.
151 MARINE AVE, (FIRE STATION), TAVERNIER FL 33070
Rating Information
Rate Category: Rating Engine Flood Risk: AE
Primary Residence: N First Floor Height: 1.1 ft
Building Occupancy: Non-Residential Building Method Used to Determine First Floor Height: FEMA Determined
Building Description: Government Owned Date of Construction: 06/21/1970
Prior NFIP Claims: 0
Property Description: Slab on Grade, 2 floors Replacement Cost Value: 1,200,000
Coverage Deductible Annual Premiu
BUILDING $5001000 $17250 $147063.00
CONTENTS $1131000 $17250 $47232.00
Your property's NFIP flood claims history ICC Premium: $75-00
can affect your premium. For more information Community Rating Discount: $26.00
FULL RISK PREMIUM: $187344.00
contact your insurance agent or company. Statutory Discounts
Annual Increased Cap Discount: $157696.00
DISCOUNTED PREMIUM: $27648.00
Reserve Fund Assessment: $477.00
Federal Policy Service Fee: $47.00
HFIAA Surcharge: $250-00
THIS IS NOT A BILL TOTAL ANNUAL PAYMENT $37422.00
Premium Paid by: Insured
Forms and Endorsements:
WFL 99.415 1021 1021 FFL 99.310 0224 0224 WFL 99.ARN 1021 1021 WFL 99.118 1021 1021
This policy is issued by NAIC company 11523
Wright National Flood Insurance Company A stock company
Copy Sent To: As indicated on back or additional pages, if any.
Patricia Templeton-]ones,President
008713709115044941325153 00003
Company
FFL99.001 1124
0087137
6/02/25
09 1150449413 15
Agent (305)294-2542
THE PORTER-ALLEN COMPANY INC
513 SOUTHARD ST
KEY WEST FL 33040-6835
Dear Mortgagee: The Reform Act of 1994 require you to notify the WYO company for this policy within 60 days of any
changes in the servicer of this loan.
The above message applies only when there is a mortgagee on the insured location.
Special Provisions:
This policy covers only one building. If you have more than one building on your property, please make sure they are all
covered. See 111. Property Covered within your Flood policy for the NFIP definition of"building" or contact your agent, broker,
or insurance company. Please refer to the policy for complete terms, conditions, and exclusions. A full, digital copy of your
flood policy form is available at www.wrightflood.com/policyforms.html. The form which applies to your policy coverage is:
General Property Form
For questions about your flood insurance policy rating, contact your agent or insurance company. To learn more about your
flood risk please visit FloodSmart.gov/floodcosts.
Claims Information:
Please contact your agent or go to www.wrightflood.com to enter your claim as well as receive important information to
mitigate the damage to your property. If you need to reach the insurance company the number is 1-800-725-9472.
008713709115044941325153 00003
No.
Company
OMB No.2506-0177
(exp. 7/31/2028)
4�
U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
'q N
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Air Quality (CEST and EA) — PARTNER
HUD Exchange Air QualitV Page
1. Does your project include new construction or conversion of land use facilitating the
development of public,commercial, or industrial facilities OR five or more dwelling units?
El Yes 4 Continue to Question 2.
0 No 4 If the REIHUD agrees with this recommendation, the review is in compliance with this
section. Provide any documents used to make your determination.
2. Is your project's air quality management district or county in non-attainment or maintenance
status for any criteria pollutants?
Follow the link below to determine compliance status of project county or air quality management
district:
EPA Green Book: detailed information about area National Ambient Air Quality Standards
(NAAQS) designations
El No, project"s county or air quality management district is in attainment status for all criteria
pollutants
4 If the REIHUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide any documents used to make
your determination.
El Yes, project's management district or county is in non-attainment or maintenance status for
one or more criteria pollutants. 4 Continue to Question 3.
3. Determine the estimated emissions levels of your project for each of those criteria pollutants
that are in non-attainment or maintenance status on your project area.Will your project exceed
any of the de minimis or threshold emissions levels of non-attainment and maintenance level
pollutants or exceed the screening levels established by the state or air quality management
district?
El No,the project will not exceed de minimis or threshold emissions levels or screening
levels
4 If the REIHUD agrees with this recommendation, the review is in compliance with this
section. Explain how you determined that the project would not exceed de minimis or
threshold emissions.
El Yes,the project exceeds de minimis emissions levels or screening levels.
Continue to Question 4. Explain how you determined that the project would not exceed de
minimis or threshold emissions in the Worksheet Summary.
4. For the project to be brought into compliance with this section, all adverse impacts must be
mitigated. Explain in detail the exact measures that must be implemented to mitigate for the
impact or effect, including the timeline for implementation.
Click �here to enter text.
Worksheet Summar
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The USEPA has set National Ambient Air Quality Standards(NAAQS)for the following six(6)criteria: ozone (03),
particulate matter(PM2.5, PM1 0), nitrogen dioxide (NO2), carbon monoxide (CO),sulfur dioxide (S02)and lead (Pb).
According to the FIDEP,the subject project area is classified as in attainment for all six pollutants set by the NAAQS
(Figure 15). The proposed project will not involve air emissions, and therefore,will have no impact on the air quality.
Construction related air emissions would be temporary which may include effects expected from dust entrainment at
the project site during construction. There would be no air impacts associated with the routine maintenance and
operations of the project.
ID Pollutant Areal,Name Classification Current Status
1 sulfur Dioxide(2010 Standard) Hill�sborough County None Maintenance
2 Sulfur Dioxide(2010 Standard) Nassau County None Maintenance
3 Sulfur Dioxide(2010 Standard) Hi I Isborough-Polk County None Maintenance
4 Lead(2008 Standard) Tampa None Maintenance
5 1-Hour Ozone(1979 Standard) Jacksonville Area Transitional Maintenance(NAAQS revoked)
6 1-Hour Ozone(1979 Standard) Tampa-St. Pete rIsbu rg I-Clea rwate r Area Marginal Maintenance(NAAQS revoked)
7 1-Hour Ozone(1979 Standard) Miami-Fort Lauderdale-W. Palm Beach Area Moderate Maintenance(NAAQS revoked)
Holmes
I'dosta,
'011 Jackson
Washington
V Val to"h
/010
Jefferson
daf,d,/s d e In assay
All
"familton
ison
Calhoun
3 ol lie
,In
Baker
Bay Liberty
Wakulla Suwannee L
Taylor e,
1 "k, Union
Guif i
Lafayette Clay
Frank;iI wql radfor J JOINS
ilchris k" G, h
A19
ct d a
Dixie Putnam 41'J"'I'll Coast
Flagl
Lev
a ri o n
V sia%,
Citrus
T111, Lake
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Hernando
Q nge
Pasco
OW
A WO ;e I bo u,rn e
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4, ; � OsceoIla
Laketa
Polk Br m Bay
VJ
urg:
�ndian RIVer
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Okeechobee
Hardee
nat Highlands St.Lull rt SQ'i t,Lucie
�araso DeSoto
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J �Glades
arlotte
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t Hendry
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C 0 C
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ompano Beach
i ammil
Approximate �Project
Location Monroe
Ozone 1,-hr (1,979 standard-revoked) (EPA, 20131)
Sulfur Dioxide 1-hr (2010 standard) (EPA, 2021)
Lead (2008 standard) (EPA, 2017)
All,
Scale:1 inch=601 rni�
Date: 11/17/2025 N CLEAN AIR NON-ATTAINMENT AREAS AND DESIGNATIONS MAP FIGURE
Photo Date:N/A TAVERNIER FIRE STATION#22 15
Proje t No.M'143,11 SECTION 34,TOWNSHIP 62 SOUTH, RANGE 38 EAST
Biologist:AED GIS:LEC MONROE COUNTY, FLORIDA
OMB No.2506-0177
(exp. 7/31/2028)
4�
U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON)DC 20410-1000
'q N
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Coastal Zone Management Act (CEST and EA) — PARTNER
HUD Exchange Coastal Zone Management Page
Projects located in the following states must complete this form.
Alabama Florida Louisiana Mississippi Ohio Texas
G
e m e', r
M af N"W" 6 V/ I i S/////////////
American Guam Maryland New Jersey Pennsylvania Virginia
Samona
77/7
R4
777/
//W
u e//,,/rt/o,,,,///,
00/
M a,,
s//-ft/ h
Connecticut Illinois Michigan North Carolina Rhode Island Wisconsin
/.........
R/s/1
1. Is the project located in, or does it affect, a Coastal Zone as defined in your state Coastal
Management Plan?
NYes 4 Continue to Question 2.
E]No 4 If the RE1HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide a map showing that the site
is not within a Coastal Zone.
2. Does this project include activities that are subject to state review?
XYes 4 Continue to Question 3.
E]No 4 If the RE1HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide documentation used to make
your determination.
3. Has this project been determined to be consistent with the State Coastal Management Program?
E]Yes,with mitigation. 4 The RE1HUD must work with the State Coastal Management
Program to develop mitigation measures to mitigate the impact or effect of the project.
XYes,without mitigation. 4 If the RE1HUD agrees with this recommendation, the review is
in compliance with this section. Continue to the Worksheet Summary below. Provide documentation
used to make your determination.
E]No 4 Prooect cannot proceed at this location.
Worksheet Summar
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
Florida's coastal zone is the entire State. The proposed project will not physically affect beach or dune habitats, nor
will it adversely affect the floral and faunal species found in those habitats. The Proposed Action is in compliance with
the CZMA which requires assurance of project consistency with the approved State management program developed
under this Act, The Coastal Barrier Resources Act, 16 U.S.C. 3501 et seq., regarding protection and conservation of
the coastal barrier resources and Chapter 161, Part 1, F.S., "Beach and Shore Preservation Act"and Part 111, "Coastal
Zone Protection Act of 1985 1)which regulate coastal zone construction and all activities likely to affect the condition of
the beaches or shores. The project was submitted to the Florida State Clearinghouse for review on January 28, 2026
and correspondence from the Florida State Clearinghouse was received on January 29, 2026. The Florida State
Clearinghouse did not select the project for review and is allowing the project to proceed. Email correspondence from
the Florida State Clearinghouse is attached as part of this worksheet.
Cameron Kisio
From: State-Clearing house <State.Clearing house@ Florida DEP.gov>
Sent: Thursday, January 29, 2026 11:26 AM
To: Estefania Rey; State-Clea ring house
Cc: Cameron Kisio; Kyle Bechtelheimer (P.E.);Amy E. Daly
Subject: RE: Florida State Clearinghouse Consultation for Tavernier Fire Station #22 Hardening
Project
FThis Message is from an external sender.
TWI S
While it is covered by E.O. 12372, the Florida State Clearinghouse does not select the project for review. You
may proceed with your project.
Please send future electronic requests directly to the Florida State Clearinghouse email address,
State.Cltari.ngh(L)p
�se�i)F1 o r i�]a,,D F- y.
Thank you,
z6u,*" ze"eA
9EPARI,-0�i Lindsay Weaver
0 Florida State Clearinghouse
0
Office of Intergovernmental Programs
4 Florida Department of Environmental Protection
110,
0 State.Cl eari.n.ghouseL&F1 or�idaD�EA P�. o�v
........................................................................................................................
IF T A I Office: 850-717-9037
From: Estefania Rey<estefania.rey@cphcorp.com>
Sent:Wednesday,January 28, 2026 2:36 PM
To: State-Clearinghouse<State.Clea ri ngho use@ Florida D E P.gov>
Cc: Cameron Kisio<ckisio@cphcorp.com>; Kyle Bechtelheimer(P.E.) <kbechtelheimer@cphcorp.com>;Amy E. Daly
<adaly@cphcorp.com>
Subject: Florida State Clearinghouse Consultation for Tavernier Fire Station#22 Hardening Project
EXTERNAL MESSAGE
This email originated outside of DEP. Please use caution when opening attachments, clicking links, or
responding to this email.
I'm using Mimecast to share large files with you. Please see the attached instructions.
1� — —
The 0.42-acre Monroe County Tavernier Fire Station #22 project area is Located at 151 Marine Avenue,Tavernier,
FLorida 33070-2620 west of Overseas Highway(U.S. Highway 1), north of Georgia Avenue, south of Marine Avenue
and east of Mangrove Marina in Section 34,Township 62 South, Range 38 East, Monroe County, Florida. Monroe
1
County was awarded a CDBG-M IT(Grant#10157)to assist in the reh a biLitation., or h a rdening, of the existing fire
station in Tavernier, Florida.The intended use of this CDBG-MIT Critical Facilities Hardening Program is to perform
environmental compliance assessment, pre-design, design, permitting, and construction of improvements to
harden an existing facility. Upon completion of Tavernier Fire Station#22 Hardening Project,the fire station
improvements will have retrofitted an existing structure such that the fire station will be have greater Long-term
resiliency to withstanding future significant storm events. Field investigation of the Tavernier Fire Station#22, and
vicinity,was conducted on April 11, 2023 and April 12, 2023. Monroe County is submitting this report to assist with
the application process for the CDBG-MIT compliance requirements related to Grant Agreement#10157.
The advantages to hardening the Monroe County Tavernier Fire Station#22 are continual use, no Loss of
functionality of the building, and a decrease in insurance rates for storm and flood mitigation. Fire Station#22 will
be able to provide the services and assistance needed during significant storm events with the proposed
improvements benefiting the entire community. Hardening is a preferred alternative to reconstruction or
replacement of a structure and the most cost-efficient approach to storm-Loss mitigation.Without the needed
hardening improvements, Fire Station#22 would be vulnerable to storm damage.
One of the requirements for the review process is to consult the Florida State Clearinghouse, please see attached
Final Environmental Report for your review.
Thankyou,
�Rey
Administrative Assistant
estefania.rey(@_cphcor1).com
o 407.425.0452 ext.2060
IMP*& AOL
W W W,, p hi o o r p c io m
BUILDING STRONGER COMMUNITIES TOGETHER r,
2
OMB No.2506-0177
(exp. 7/31/2028)
IME
U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON.,DC 20410-1000
At
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Contamination and Toxic Substances (Multifamily and Non-Residential
Properties) — PARTNER
HUD Exchange Site Contamination Page
1. How was site contamination evaluated?I Select all that apply.
E:1 ASTM Phase I ESA
E:1 ASTM Phase 11 ESA
E:1 Remediation or clean-up plan
E:1 ASTM Vapor Encroachment Screening
M None of the above
4 Provide documentation and reports and include an explanation of how site
contamination was evaluated in the Worksheet Summary.
Continue to Question 2.
2. Were any on-site or nearby toxic, hazardous, or radioactive substances' (excluding
radon)found that could affect the health and safety of project occupants or conflict
with the intended use of the property? (Were any recognized environmental
conditions or RECs identified in a Phase I ESA and confirmed in a Phase 11 ESA?)
0 No
Explain:
EPA sites were reviewed within 1-mile of the project for Superfund sites and 3,000 feet for RCRA,Toxic Release
Inventory, and Brownfield sites (Figure 14A.,Attachment A). Department of Environmental Protection sites were
reviewed within 3,000 feet of the project area (Figure 14B.,Attachment A). A summary of each Contaminated Land
Management (CLM) site within a 3,000 foot buffer of the subject project site can be found in Section 3.6.2 of the
Environmental Report and compiled documentation is attached in Attachment B of this worksheet.
1 HUD regulations at 24 CFR§ 58.5(i)(2)(ii) require that the environmental review for multifamily housing with five
or more dwelling units or non-residential property include the evaluation of previous uses of the site or other
evidence of contamination on or near the site. For acquisition and new construction of multifamily and
nonresidential properties HUD strongly advises the review include an ASTM Phase I Environmental Site Assessment
(ESA)to meet real estate transaction standards of due diligence and to help ensure compliance with HUD's toxic
policy at 24 CFR§58.5(i)and 24 CFR§50.3(i). Also note that some HUD programs require an ASTM Phase I ESA.
2 This question covers the presence of radioactive substances excluding radon. Radon is addressed in question 3.
The facility located at 255 Tavernier Street, 0.014 miles to the east of the subject
project, is referred to in the databases as Sunshine Gasoline Distributors, Inc., and J R McKenzie
Jobber Inc. The facility is listed in three databases. The Florida DEP Cleanup Sites (FL DEPCUP)
database lists the facility's cleanup category as Petroleum with a pending remediation status.
The Storage Tank Contamination Monitoring (STCM) database lists the soil, ground water and
monitoring well at the site as contaminated by vehicular diesel. The discharge cleanup status is
listed as site assessment cleanup activity in progress. The Storage Tank Contamination
Monitoring (STCM) database additionally shows that the site holds aboveground storage tanks,
containing unleaded gas, new/lube oil and vehicular diesel. The facility status is open. The
Resource Conservation and Recovery Act (RCRA EPA) database lists the facility as not a
generator of RCRA materials. The most recent Natural Attenuation Monitoring (NAM) report for
the facility in December 2025 reported concentration levels above Groundwater Cleanup Target
Levels (GCTLs) in MW-5 for benzo(b)fluoranthene (0.66 ug/L). All remaining monitoring wells
sampled reported concentrations below GCTLs. It was recommended that the site continues
with NAM. The Sunshine Gasoline Distributors, Inc. site will not pose an impact to the project as
no activities requiring clewatering or work within the existing seasonal high water table (SHWT)
are proposed.
The facility located at 91860 Overseas Highway,. 0.054 miles to the south of the subject
project, is named Sunshine #383 and is listed in three databases. The Florida DEP Cleanup Sites
(FL DEPCUP) database lists the facility's cleanup category as Petroleum with an active
remediation status. The Storage Tank Contamination Monitoring (STCM) database shows that
the facility reported a petroleum discharge in October 1998. The discharge clean up status is
listed as verified contamination, cleanup required. The STCM database shows that the site
holds twelve underground storage tanks, containing unleaded gas, leaded gas and vehicular
diesel. The facility"s status is open. Based on a thorough review of all available documents,
there is no reported evidence of plume or additional cleanup items remaining and therefore the
Sunshine 383 site does not pose an impact to the project.
The facility located at 92439 Overseas Highway,, 0.494 miles northeast of the subject
project, known as Sunshine 323, is listed in the Storage Tank Contamination Monitoring (STCM)
database. The database lists the contaminant as unleaded gas, and the discharge clean up
status shows as site assessment cleanup activity in progress. The Florida DEP Cleanup Sites (FL
DEPCUP) database lists the facility's cleanup category as Petroleum with a pending remediation
status. According to FDEP historic records the site has been involved in two accounts of leaking
petroleum storage tanks in 1991 and 1995. The site has been actively working with FDEP
regarding cleaning up the site and bringing the site into compliance. The most recent NAM
report for the facility in November 2025 reported concentration levels above GCTLs in MW-5
for benzo(b)fluoranthene, dibenzo(a,h)anthracene, and indeno(1,2,3-cd)pyrene. The
groundwater flow beneath the site was observed to be towards the west. It was recommended
that the site continues with NAM for at least two (2) additional quarters of sampling to
determine if the slight groundwater impacts will decrease to below GCTLs and qualify the site
for an "'No Further Action" designation. The Sunshine 323 site will not pose an impact on the
proposed project as groundwater flow is not in the direction of the Tavernier Fire Station #22
and no activities requiring dewatering or work within the existing seasonal high water table
(SHWT) are proposed.
4 Based on the response, the review is in compliance with this section.
Continue to the Worksheet Summary below.
El Yes.
4 Describe the findings, including any recognized environmental conditions
(RECs), in Worksheet Summary below. Continue to Question 3.
3. Evaluate the building(s) for radon. Do all buildings meet any of the exemptionS3 f rom
having to consider radon in the contamination analysis listed in CPD Notice CPD-23-
103?
El Yes
Explain:
Buildings with no enclosed areas having ground contact.
Buildings containing crawlspaces, utility tunnels, or parking garages would not be exempt, however
buildings built on piers would be exempt, provided that there is open air between the lowest floor of the
building and the ground.
Buildings that are not residential and will not be occupied for more than 4 hours per day.
Buildings with existing radon mitigation systems: document radon levels are below 4.0 pCi/L with test
results dated within two years of submitting the application for HUD assistance and document the system
includes an ongoing maintenance plan that includes periodic testing to ensure the system continues to
meet the current EPA recommended levels. If the project does not require an application,document test
results dated within two years of the date the environmental review is certified. Refer to program office
guidance to ensure compliance with program requirements.
Buildings tested within five years of the submission of application for HUD assistance:
o test results document indoor radon levels are below current the EPA's recommended action
levels of 4.0 pCi/L. For buildings with test data older than five years,any new environmental
review must include a consideration of radon using one of the methods in Section A below.
4 If no non-radon contamination was found, the review is in compliance with this
section. Continue to the Worksheet Summary below. If non-radon contamination
was und, continue to the Mitigation question.
fo
No
4 Continue to thefollowing question.
4. Is the proposed project new construction or substantial rehabilitation where testing
will be conducted but cannot yet occur because building construction has not been
completed?
0 Yes
4 Compliance with this section is conditioned on post-construction testing
being conducted,followed by mitigation, if needed. Radon test results, along
with any needed mitigation plan,, must be included in the Environmental
Review Record.
0 No
4 Continue to the next question.
5. Was radon testing or a scientific data review conducted that provided a radon
concentration level in pCi/L?
M Yes
4 Continue to the next question.
0 No
If no testing was conducted and a review of science-based data offered a lack
of science-based data for the project site, then document and include the steps
taken to look for documented test results and science-based data as well as
the basis for the conclusion that testing would be infeasible or impracticable.
Explain:
If no non-radon contamination was found, the review is in compliance with
this section. Continue to the Worksheet Summary below. If non-radon
contamination wasfound, continue to the Mitigation question below.
6. How was radon data collected.?
N All buildings involved were tested for radon
4 Continue to question six below.
El A review of science-based data was conducted
Enter the Radon concentration valuel in pCi/L, derived from the review of
science-based data: I
Provide the documentation 4 used to derive this value:
4 If Radon concentration value above is less than 4.0 pCi/L AND no non-radon
contamination was found then based on the response, the review is in
compliance with this section. Continue to the Screen Summary at the bottom of
this screen.
If Radon concentration value above is 4.0 pCilL or greater radon mitigation is
required. Continue to the Mitigation question.
7. Were the radon test results for any dwelling unit tested at or above 4.0 pCi/L?
El Yes
4 For example, if you conducted radon testing then provide a testing report(such as an ANSI/AARST report or DIY
test) if applicable(note: DIY tests are not eligible for use in multifamily buildings),or documentation of the test
results. If you conducted a scientific data review,then describe and cite the maps and data used and include copies
of all supporting documentation. Ensure that the best available data is utilized, if conducting a scientific data
review.
Radon mitigation is required. Continue with the prompts directly below.
Enter the total number of dwelling units tested:
I
How many dwelling units tested at or above 4.0 pCi/L:
Document the test results for all dwelling units tested with a copy of the test
results for all dwelling units or testing report(s) covering all units.
0 No
Provide a copy of the test results for all dwelling units tested or testing report(s)
covering all units tested.
4 If no non-radon contamination was found, the review is in compliance with
this section. Continue to the Screen Summary at the bottom of this screen.
If non-radon contamination wasfound, continue to the Mitigation question.
8. Mitigation
Document the mitigation needed according to the requirements of the appropriate
federal, state,. tribal, or local oversight agency. If the adverse environmental impacts
cannot be mitigated, then HUD assistance may not be used for the project at this site.
For instances where radon mitigation is required (i.e. where test results demonstrated
5
radon levels at 4.0 pCi/L and above), then you must include a radon mitigation plan.
Can adverse environmental impacts be mitigated?
0 Adverse environmental impacts cannot feasibly be mitigated
4 Proiect cannot proceed at this location.
El Yes, all adverse environmental impacts can be eliminated through mitigation,
and/or consideration of radon and radon mitigation, if needed, will occur
following construction.
Refer to CPD Notice CPD-23-103(with link to it at
https://www.hud.gov/sites/dfiles/CPD/documents/CPD Notice on Addressing Radon in the Environmental Re
view Proce )for additional information on radon mitigation plans.
4 Provide all mitigation requirementS6 and documents in the Screen Summary
at the bottom of this screen.
9. Describe how compliance was achieved. Include any of the following that apply:
State Voluntary Clean-up Program, a No Further Action letter, use of engineering
contro IS7, or use of institutional control S8.
If a remediation plan or clean-up program was necessary, which standard does it
follow?
0 Complete removal
El Risk-based corrective action (RBCA)
El Other
4 Continue to the Worksheet Summary.
6 Mitigation requirements include all clean-up requirements required by applicable federal,state,tribal,or local
law. Additionally, please upload, as applicable,the long-term operations and maintenance plan, Remedial Action
Work Plan,and other equivalent documents.
' Engineering controls are any physical mechanism used to contain or stabilize contamination or ensure the
effectiveness of a remedial action. Engineering controls may include, caps,covers,dikes,trenches, leachate
collection systems, radon mitigation systems,signs,fences, physical access controls,ground water monitoring
systems and ground water containment systems including,slurry walls and ground water pumping systems.
' Institutional controls are mechanisms used to limit human activities at or near a contaminated site,or to ensure
the effectiveness of the remedial action over time,when contaminants remain at a site at levels above the
applicable remediation standard which would allow for unrestricted use of the property. Institutional controls may
include structure, land,and natural resource use restrictions,well restriction areas,classification exception areas,
deed notices,and declarations of environmental restrictions.
Worksheet Summar
Compliance Determination
Provide a clear description of your determination and a synopsis of the information that it was
based on, such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your region
The Proposed Action - hardening of the Tavernier Fire Station#22—will neither use nor produce any
hazardous materials, and the proposed project will not present any risk of exposure to such materials.
Monroe County conducted radon testing at the Tavernier Fire Station#22, hazardous materials have
not been reported on the existing facility (Attachment C). Hazardous materials will not be introduced
by the proposed improvements. The new generator will be replaced in kind.The proposed action
consists of improvements to an existing fire station which will benefit the entire community to
improve and protect public services.
Are formal compliance steps or mitigation required?
El Yes
El No
ATTACHMENT A
Fmigures
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
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Date: 11/17/2025 TAVERNIER FIRE STATION #22 FIGURE
Photo Date:N/A 14A
Project No.M',43,11 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
MONROE COUNTY, FLORIDA
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FDEP Petroleum Cleanup Site(4)
ERIC Waste Cleanup Site(FDEP,2025)(2)
EligiHe Petroleum Contamination Monitoring(PCTS)Discharges(FDEP,2025)(3)
Storage Tank Contamination Monitoring(STCM)(FDEP,2025)(17)
Solid Waste Facilities(FDEP,2025)(11)
ffels, flanow 1 mile Property Buffer
3000-ft Property Buffer
Scale:1 inch 1,60�O feet N STATE-LISTED,CONTAMINATION SITES MAP
Date: 11/17/2025 TAVERNIER FIRE STATION #22 FIGURE
Photo Date:N/A 14B
Project No.M'143,11 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
Biologist:AED GIS:LEC
ATTACHMENT B
0
Toxic Site Documentation
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
TAVERNIER, FLORIDA
NATURAL ATTENUATION MONITORING REPORT
YEAR ONE QUARTER TWO
For
SUNSHINE GASOLINE DISTRIBUTORS
255 TAVERNIER STREET,
TAVERNIER, FLORIDA
FDEP ID# 44/8626406
PO# C5F7Cl, TASK 3
Prepared For:
FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION
PETROLEUM CLEANUP SECTION 1
BUREAU OF PETROLEUM STORAGE SYSTEMS
2600 BLAIR STONE ROAD
TALLAHASSEE, FLORIDA 32399
Prepared By:
Al
E N 13111111C N E E R I G INC.,
601 N. CONGRE SS AVENUE
SUITE 103
DELRA Y BEA CH, FL ORIDA 33445
(561) 272-8644
DECEMBER 2025
TABLE OF CONTENTS
1.0 .....~~.^^~......,...~.-~~~,.........~.~.~~......-~.~..~~^..~.~~~.~~.~....�
2.0 SITE
3.0 GROUNDWATER EVALUATION3
3.0 Evaluation of Groundwater Elevation3
3-2 Groundwater
3.3 Groundwater Analytical
4.0 CONCLUSIONS3
5.0
NATURAL ATTENUATION MONITORING REPORT
YEAR ONE QUARTER TWO
SUNSHINE GASOLINE DISTRIBUTORS
255 TAVERNIER STREET,
TAVERNIER, FLORIDA
FDEP ID# 44/8626406
PURCHASE ORDER# C5F7C1, TASK 3
1 hereby certify that in my professional judgment, the components of this Natural
Attenuation Monitoring Report satisfy the requirements set forth in Chapter 62-780,
Florida Administrative Code (FAC), and that the data incorporated 'in this report provide
reasonable assurances of achieving the objectives stated in Chapter 62-780, FAC, for site
assessment.
BTEX Engineering, Inc. hereby certifies the reliability and accuracy of the services
performed in this investigation and the information presented in this report. This report is
based on professional services that were conducted using sound geologic principles and
"Standard of Industry" practices. Data derived through sampling and subsequent
labo,f-atory analysis are ext"r7a"pt)I lated, to, render an opinion about overall subsurface
cond4 I J A , �u t-,1�1 coi,i,,d"itttqn.,s in,arm-not tested may differ from those inferred to exist.
io,ns, A,
001,
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4,0 0,01
Date: 1 5 8 9 0
LIST OF FIGURES
FIGURE 1 SITE:MAP
FIGURE 2 GROUNDWATER ELEVATION MAP
FIGURE 3 VOA GROUNDWATER CONCENTRATION
FIGURE 4 P H GROUNDWATER DWATF CONCENTRATION
LIST OF TABLES
TABLE I GROUNDWATER ELEVATION DATA
TABLE 2 GROUNDWATER ANALYTICAL DATA
LIST OF APPENDICES
APPENDIX A LABORATORY TO►RY :NALYTICAL REPORTS & CHAIN IN OF
CUSTODY RECORDS
APPENDIX B FDEP GROUNDWATER SAMPLING LOGS fir.. EQUIPMENT
CALIBRATION LOGS
APPENDIX C FIELD NOTES
Natural Attenuation Monitoring Report
Year One Quarter Two
Sunshine Gasoline Distributors
December 22,2025
Page 1 of 4
1.0 INTRODUCTION
BTEX Engineering, Inc. (BTEX) is pleased to submit this Natural Attenuation Monitoring
Report Year One Quarter Two to the Florida Department of Environmental Protection (FDEP)for
Sunshine Gasoline Distributors, located at 255 Tavernier Street, Tavernier, Florida. This site is
eligible for cleanup funding assistance under the Florida Department of Environmental
Protection (FDEP) Preapproval Program. On July 29, 2025, the FDEP issued Purchase Order No.
C5F7C 1 for Natural Attenuation Monitoring of the site under the Preapproval Program. This
report was prepared in accordance with the FDEP Chapter 62-780, of the Florida Administrative
Code (F AC), effective 2013, for remediation of petroleum contaminated sites. A Site Map is
provided as Figure 1.
2.0 SITE HISTORY
The site currently operates as McKenzie Petroleum, a bulk fuel distributor. The site operates three
(3) 20,000-gallon Aboveground Storage Tanks (ASTs) containing vehicular diesel and two (2)
20,000-gallon ASTs containing unleaded gasoline. One(1)20,000-gallon AST formerly containing
unleaded gasoline, one (1) 8,000-gallon and one (1) 2,000-gallon ASTs formerly containing
new/lube oil were all removed from the site. Three (3)2,000-gallon ASTs containing New/Lube Oil
were listed as out of service. A diesel release was reported on December 19, 1988, following a
manual test of monitoring wells. Approximately 50-100 gallons of diesel was released due to
overfill. Petroleum-stained gravel was noted at the fill ports, and one monitoring well contained a
quarter inch of diesel like product.The contaminated soils were removed and replaced with new pea
gravel.
On October 13,2016, GHD Services,Inc., (GHD)advanced ten(10) soil borings to depths ranging
between 2 and 10 feet below land surface(bls)via the use of a subcontracted drill rig. The depth to
water was approximately 7 ft bls. Soil samples were screened for the presence of organic vapors.
Based on the screening results, four (4) soil samples were collected for laboratory analysis and
analyzed for the presence of benzene,toluene, ethylbenzene,and total xylenes(BTEX)/methyl tert-
butyl ether (MTBE) via EPA Method 8260, polycyclic aromatic hydrocarbons (PAHs) via EPA
Method 8270, and total recoverable petroleum hydrocarbons (TRPH) via FL-PRO. No
BTEX/MTBE,PAH or TRPH compounds were detected at concentrations exceeding State of Florida
Soil Cleanup Target Levels (SCTLs) per Chapter 62-777, FAC.
On December 13 and 14,2016, GHD advanced six(6)additional soil borings to depths between 12
and 14 ft bls for the installation of monitoring wells MW-1 through MW-6. On March 28, 2017,
GHD advanced three (3) additional soil borings to depths to between 14 and 30 ft bls for the
installation of monitoring wells MW-7, MW-8, and DW-1.
On January 9, 20175 GHD sampled the six (6) newly installed monitoring wells (MW-1 through
MW-6)for the presence of BTEX/MTBE,PAHs,TRPH,lead, 1,2-Dibromoethane(EDB),and 1,2-
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Natural Attenuation Monitoring Report
Year One Quarter Two
Sunshine Gasoline Distributors
December 22,2025
Page 2 of 4
dichloroethane(EEC). On April 12,2017,GHD sampled newly installed monitoring wells MW-7,
MW-8,,and DW-I for the presence of BTEX/MTBE,PAHs,and TRPH.Monitoring well MW-2 was
also resampled for the presence of lead.
During the January 2017 groundwater sampling event, total lead exceeded its applicable
Groundwater Cleanup Target Level(GCTL)of 15 micrograms per liter(ug/L)per Chapter 62-777,
FAC within monitoring well:MTV-2;however,the April 2017 sampling event saw a decrease in the
lead concentration to below the GCTL in MST-2.
Concentrations of TRPH (5,700 ug/L), Naphthalene (560 ug/L), I-Methylnaphthalene (81 ug/L),
and 2-Methylnaphthalene (170 ug/L) exceeded their respective GCTLs in monitoring well MW-6
during the January 201.7 sampling event, with the concentration of Naphthalene exceedingly the
Natural Attenuation Default Source Concentration(NA:DC)of 140 ug/L.The concentration of TRPH
(7,100 ug/L)in MW-1 also exceeded the GCTL.The April 2017 analytical results did not reveal the
presence of any BTEX/MTBE,PAH,or TRPH constituents at concentrations above their respective
GCTLs in the wells sampled. No petroleum constituents were detected above their respective
GCTLs in vertical extent well DW-1.
On March 28, 2025, BTEX personnel completed a site reconnaissance to verify monitoring well
locations and conditions. Six(6)monitoring wells(MW-I through MW-4,MW-6,MW-8 and DW-
I) were located. MW-5 and MW-7 could not be located.
On May 22,2025,BTEX personnel collected groundwater samples from six(d)existing monitoring
wells(:MW-1,MTV-2,MW-3,MW-4,MW-6 and DW-1).MW-8 was not sampled due to its location
off site. BTEX is still undergoing negotiations with Monroe County for offsite access. Laboratory
analysis of the samples collected on May 22, 2025,reported lead (52 ug/1) levels above GCTLs in
MW-1. All remaining monitoring wells sampled reported levels below GCTLs. Based on the
groundwater analytical results, BTEX recommended continuing Natural Attenuation Monitoring
(NAM) at the site.
Year One Quarter One NAM was completed on August 22, 2025, BTEX personnel collected
groundwater samples from nine (9) existing monitoring wells (MW-1. through MW-8 and DW-1).
Laboratory analysis of the samples collected on August 22, 2025, reported Lead levels have
decreased to below GCTLs in MW-1. However, Lead levels have increased to above GCTLs in
MW-2. All remaining monitoring wells sampled reported concentrations below GCTLs. Based on
the groundwater analytical results,BTEX recommended continuing Natural Attenuation Monitoring
(NAM) at the site.
Year One Quarter Two of NAM was completed as follows:
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11111(7 jo 11�,,7 1)
Z F�C
Natural Attenuation Monitoring Report
Year One Quarter Two
Sunshine Gasoline Distributors
December 22,2025
Page 3 of 4
3.0 GROUNDWATER EVALUATION
3,1- Evaluation of Groundwater Elevation
On November 24,2025,BTEX personnel collected Depth to Water(DTW)measurements from nine
(9) existing monitoring wells (MW-I through MW-8 and DW-1). The DTWs ranged from 9.18 to
9.73 feet b1s. Review of the water table elevations (WTEs)within the shallow interval indicates an
apparent overall southeasterly direction with westerly, northwesterly and southerly components
Depth-to-water measurements were collected utilizing a Heron Dipper-T electronic water level meter
capable of detecting measurements of up to 1/100 of a foot in accuracy. The depth-to-water
measurements,, top-of-casing elevations and calculated WTEs are summarized in Table L The
WTEs are illustrated in Figure 2.
3.2 Groundwater Sampling
On November 24, 2025, BTEX personnel collected groundwater samples from nine (9) existing
monitoring wells (M -1 through MW-8 and IOW-1).
Groundwater samples were collected for analyses of Volatile Organic Aromatics (VOAs)via EPA
Method 8260, PAHs via EPA Method 8270, TRPH by FL-PRO and Lead via EPA Method 6010.
Samples were placed on ice and transported to Advanced Environmental Laboratories Inc.(AEL)for
analytical testing.Purging and sampling of the wells were conducted in general accordance with the
FDEP Standard Operating Procedures for Field Procedures (I. EP- OP-001/01 as referenced in
Chapter 62-1.60, F.A.C.
3.3 Groundwater Analytical Results
Laboratory analysis of the groundwater samples collected on November 24, 2025, reported
concentration levels above GCTLS in MW-5 for Benzo(b)Fluoranthene(0.66 ug/L). All remaining
monitoring wells sampled reported concentrations below GCTLs.
Groundwater analytical data is summarized in Table 2 and illustrated in Figure 3 and Figure 4.The
laboratory report and chain of custody are included in Appendix A. The FDEP groundwater
sampling and calibration logs are included in Appendix B.The field notes are included in Appendix
C.
4.0 CONCLUSIONS
Laboratory analysis of the ground water samples collected on November 24, 2025, reported
concentration levels above GCTLS in MW-5 for Benzo(b)Fluoranthene.The remaining monitoring
wells sampled reported concentrations below GCTLs.
.........
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Natural Attenuation Monitoring Report
Year One Quarter Two
Sunshine Gasoline Distributors
December 22,2025
Page 4 of 4
5.0 RECOMMENDATIONS
Based on the groundwater analytical results, BTEX recommends continuing with NAM. BTEX
requests that a new purchase order be prepared with.the new contract to complete this work.
..............
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TABLES
TABLE 1
GROUNDWATER ELEVATION DATA
SUNSHINE GASOLINE DISTRIBUTORS
255 TAVERNIER STREET,TAVERNIER
MONROE COUNTY,FL
FDEP 9 44/8626406
W"ELL NO. mw-1 N/tW-2 MW-3 MW-4
.... .... .... .
f')4ANtE,'1*ER 2" 21t 2" 2"
. ...................... ............................. . ................... ............... ..... ...-- ...................
WELrrrrrrrrr
LDEPTH, 14M 1400 14,00 1400
..... ... . ................................. . ........................... ........----
SCRE"E'N INTERVAl. 4'-14' T-141 T-141 4'-14'
........... ....... ........
T`0 P OF CA S(N G U'J,�V 99,12 98,97 9908 ,,,,,,,, ,,,,,,,rrrr„ .,
98,99
DTW 7GW�ELE'V. DTW GW ELEV. DTW GW ELEV. DTW GW ELEV.
.............................
Date
...........
1/9/2-0 17 6.69 92.43 �42 8.8 90"1 9 8"89 101,0.10
.. .... -- .... '.[ 8, ....................-
4/12/2017 8.05 91.07 T78 F�, 91.19 7,90 91.18 7,78 91.21
.......... .... .. ...... ................. ...... ......
3/28/2025 925 89.87 937 89.60 9A7 89,61 9.40 89.59
. ........... ..... ..............
5/22/2025 9.32 F-8 9 ii"6 89,57 9,45 89.63 9,41 89.58
8/22/2025 9.41 . ........... ,rrrrr 9�63 1 FP8,c9),3 4 9.57 89.51 9.38 89.61.��®
1-1-1-1-11111111111111............... ....... ................
11/24/2025 9,18 89.94 9,47 89.50 9.41 89,67 9.33 89.66
.......................................... . . .............. ........................ ........ ..............
............................
L
IDNNNO.R ... mW10-5 M.W...-.6........ ....... ................................ ............... ............ .M.........W-7 ....... ............M W-8
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................
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... ................ .................... ...... ........
T-I T 41'-14' 4'-14' 4-14'
.............. . .......... .............. ............ ............. ..........
11rOPOF CASING ETE 99.15 99,62 99-34 99,51
Date DTW' GW ELEV. DTW GW ELEV DTW GAN'ELEV. -DTW- I GW ELEV.
.............
1/9/2017 9.00 90,15 9.45 90.17 1 - -
.. .................................
4/12/2017 8.05 91"10 837 ___91,25 8.17 91,17 8.31 9120
...........- ...................... ......................................
3/28/2025 NM NM 9.59 90.03 NM NM 9.73 89,,78
........... ..........---1-1111111 1-- .... ,
5/22/2025 NM NM 9.53 90.09 NM NM NM NM
?120
8/22/2025 9.67 89,48 M4 90.08 9 80 89 54 9.72 89,79
.......... ........................ ................ ...........
11/24/2025 9.56 89"59 9,44 90.18 9,62 89.72 9.69 89.82
.. ............. .......................
...........
WELL NO. DW-1
-------------- ........ --- ...........
DUMETER 211
WELL DEPTH 3000
SCREEN INTER 25'-30'VAL I
..........
TOP OF CASING ELLVI ........ �9�84
Date DTW GW ELEV.
1/9/2017
................... 2/2017 8
.............
4/1 ...........
54 91,30
3 28/2025 9r89 8995
5/22/2025 9.78 9006
8/22/2025 984 9000
4/
. ............
11/22025 9..73 9011
.................... .. ......
DTW=Depth to Water All measurements in Feet
EL.EV.=Elevation NM=Not Measured
TABLE
GROUNDWATER ANALYTICAL DATA-VOCs&METALS
SUNSHINE GASOLINE DISTRIBUTORS
255 TAVERNIER STREET,TAVERNIER
MONROE COUNTY,FL
FDEP#44/8626406
Sample Ethyl- Total Total Total Total
mmmm
y
Benzene Toluene Benzene Xlenes Total VOAs MTBE EDB Dichloroetha Arsenic cadmium Chromium Total Lead
Location Date ne
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
GCTLs 40** 30** 20** NA 20 0 02** 1 3** 10** 5** 100** 15**
--------
NADCs 100 400 300 200 NA 200 2 300 100 io 1.000 150
MW 1 1/9/2017 0 18 U 0,49 U 0.38 U 1-1 U NA 0.24 U 0 013 U --049U NA NA NA 5.5 U
............... ........
4/12/2017 NA NA NA NA NA NA NA NA NA NA NA NA
.....................................................................................................
5/22/2025 0,18 U 0,49 U 0,38 U L I I U NA 0,24 U NA NA NA NA NA 52
.................
/22/2025 A
0 18 U 0,49 U 038 U I I U NA O�24 U NA NA NA NA N
0.38 U I I U NA 0.24 U NA NA NA NA NA 3 0 U
11/24/2025 0.1.8 U 0 49 U
.............
1/9/2017 0 18 U 0 49 U 0.38 U I I U NA 0,24 U 0 013 U 0 419 U NA NA NA 291
................... ...........I" ......... —..................................................................
4/12/2017 NA NA NA NA NA NA NA NA NA NA NA 661
V.....................
0,49 U 0,38 U I I U NA 0,24 U NA NA NA NA NA 12 U
5/22/2025 0 18 U
---......................................... ......... ................. ..........
8/22/2025 0.18 U 0,49 U 0.38 U I I U NA NA NA NA NA NA
2;3,�Y" 171
11/24/2021, 0 18 U 0,49 U 0,38 U I I LJ NA 0,24 U NA NA NA NA NA 12
............ ..................... ...................... ...........
MW-3 I 1 0/2017 1 018 U 0,49 U 0,38 U I I U NA 0,24 U 0 013 U 0,49 U NA NA
NA 5 5 U
... ........ ............................ ......... ........
4/12/2017 NA NA NA NA NA NA NA NA NA NA NA
I. .............-1-1--, ---- =N� I....111.---- ................. ........................— ............ ..............
5/22/2025 0 18 U 0,49 U 0,38 U I I U NA 0.24 U NA NA NA NA NA 12 U
............. ....... ..........................
8/22/202-5 0 18 U 0,49 U 0.38 U I I LJ NA 0.24 U NA NA NA NA 141
..
............................................ — I'll ,1
11/24/2025 0 18U 049 U 0,38 U I I U NA 0.24 U NA NA NA NA 3 0 U
...........................
1/10/21,177
2 1 7
...........
NA
NA
NA
MW4 1/9/2017 0,18 U 0,49 U 0,38 U I I U NA 0,24 U 0013U 0 49 U NA NA NA 12 U
;8 U-1 ........... ...................... . .........
..............
4/12/2017 NA NA NA NA NA NA NA NA NA NA NA NA
.............. "—,— ... ....................... ..........................................
5/22/2025 0 l8U 0,49 U 0.38 U 1,1 tj NA 0,24 U NA NA
A NA 12 U
8/22/2025 0.18 U 0 49 U 0.38 U I I U NA....... 0-24 U N.A.... NA NA NA NA 12 U
11/24/2025 0 19 U 0 49 U 0.38 U I I U NA 0,24 U NA NA L NA NA NA 3»0 U
.............. ....... ............ .............
..............
MW-5 1/9/2017 019U 0,49 U 0.38 U I.I U NA 0.24 U 0,013 U 049 U NA NA NA 2,2 U
4/12/2017 NA NA NA NA NA NA NA NA NA NA NA NA
...........— -,-—1'—'' .......... —--—------------ .. .............................. ..................--
5/22/21025 NA NA NA NA NA NA NA NA NA NA NA NA
....................... .................................................................
8/22/2025 0,49 U 039U I.I U NA 0,24 U NA NA NA NA NA 3 0 U
— -I""," .... .. ........ .......... ......
. ........................— 1
11/24/2025 0 18 U 0,49 U 0 38 U I I U NA 014 NA NA NA NA NA 3...0 LJ
............. 7-- 1 --,— .-
.1.......... ...
MW-6 1/10/2017 0 18 U 0,49 U 0 39 U I I U NA 0.24 U 0 013 U 0 49 U NA NA NA 5.5 U
......... ................. ........... .......................... . .............
NA
4/1.2/2017 NA NA NA NA NA NA NA NA NA NA NA
I................ ------1—-.1-. ...............................................................
5/22/202-5 0 18 U 0 49 U 03SU I I U NA o..-24 U NA NA NA NA NA 12 U
........... ............ ................... .......................
8/22/2025 0,18 U 0,49 U 038U I I U NA 0,24 U NA NA NA NA NA 3 0 U
: I U E NA7
03au NA 24 U NA NA NA NA NA 4.31
11/24/2025 0,1.8 U 0.49U I I U........... ................. ............
MW-7 1/9/2017 NA NA NA NA NA NA NA NA NA NA NA NA
................ .... �
4/12/2017 0 17-- - — —1111�11�1 A NA NA NA, -�,—..-—I
U 0,45 U 0 26 U I I U NA 0 41 U N NA N
.......... A...........................
5/22/202-5 NA NA NA NA NA NA NA NA NA NA I NA NA
8/22/2025 0,49 U 0 38 U I't U NA 0,24 U NA NA N"A NA
0 18 U .... ......... ..........4— 3 0 U
11/24/2025 0 18 U 0 49 U 0,38 U 1 t U NA 0,24 U NA NA NA NA 10 U
..............
...........
MW-8 1/9/2017 NA I NA NA NA NA NA NA NA NA NA NA NA
............ ....... . ...................
4/12/2017 0 17U 045U 0 26 U I I U NA 041.LJ NA NA NA NA NA NA
........ .......
5/22/2025 NA NA NA NA NA NA NA NA NA NA NA NA
8/22/2025 0.18 U 0,49 U 0.39 U I.I U NA 0.24 U NA NA NA NA NA 3 0 U
11/24/2025 0 18 U U 0.39 U I I U NA 0.24 U NA NA NA NA NA 3 0 U
............ .................... ....................
NA NA
NA NA
NA NA
r3"0 1
DW-1 1/9/20 1.7 NA NA NA NA NA i NA NA NA NA NA NA
NA
. ................. ..................... ........ ...................................
4/12/2017 0,17 U 45 1 U 0 N� NA NA
016 U I NA 41 U NA NA NA
................ ............
0,49 U 038 U I I U NA 0.24 U NA NA NA NA NA 3 0 U
5/22/2025 0,18 U
.......................... ....... .........
8/22/202-5 0 18 U 49 U 0.38 U I I Li NA 014 U NA NA NA NA NA 3 0 U
...............
Lj
0 3 1 NA 0,24 U
1 4/2025 0,18 U 49 U U NA NA NA NA NA 3 0 U
1/2 ..................... 8 U-
Note:
NS=Not sampled
GCTLs=Groundwater Cleanup Target Levels specified in Table I of Chapter 62-777,F A.0
NADCs=Natural Attenuation Default Source Concentrations specified in Table V of Chapter 62-777,F A.0
**=As provided in Chapter 62-550,F.A.C.
a=See the October 12,2004"Guidance for the Selection of Anakrtical Methods and for die Evaluation of Practical Quatilitation Limits"to determine ho%v to evaluate data when the CTL is lower than the PQL,
Bolded values are above residential/industrial SCTL's.
U=Not detected
1=Result>=Method detection limit but less than practical quantitation limit
Bold=Value exceeds GCTL
Italic=Value exceeds NADCs
ug/L=Micrograms per liter
If an anal-,,te is not detected,report the method detection limit(1,E,0 01 U or ND(0 0 t)-BDL or<0 0 1 are not acceptable)
Freshwater Surface Water(FSW)Marine Surface Water(MSW)and Groundwater of Low Yield/Poor Quality(LY/PQ)CTLs should be added to the base of the table as applicable,
....................................................................................................................----
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APPENDIX A
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments: P.O.Box 551580 .Jacksonville,FL 32255-1580
r, Phone:(954)889 2288
hf," ... Fax;(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M2508878)
December 02,2025
David Chuslo
BTEX Engineering,Inc.
601 N Congress Avenue
Suite 103
Delray Beach,FL 33445
ESE: Workorder: M2508876 Sunshine Gasoline Distributors
Dear David Chuslom
Enclosed are the analytical results for sample(s)received by the laboratory on Tuesday November 25,2025 Results reported herein conform to the
most current NELAC standards,where applicable,unless otherwise narrated in the body of the report,The analytical results for the samples
contained in this report were submitted for analysis as outlined by the Chain of Custody and results pertain only to these samples.
If you have any questions concerning this report,please feel free to contact me.
Sincerely,
Lauren Webb,Project Manager
Vllebbaaellab.com
Fue,, , DecetTflbe p 2("125 911 00 %1 Certificate of Analysis PC)GliF('INTO S
Dates and�d i i ���s as�r��.,�displayed u.w������° � 0 �:0��� ,�,
This report shall not be reproduced,except in full, H 0 R I Z 0
Page 1 of without the written consent of Advanced Environmental Laboratories,Inc.
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments: P.O.Box 551580 Jacksonville,FL 32255-180
Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M250887 )
,Sample
A,nalytes
Lab ID Sample ID Matrix Method Date Collected Date Deceived Reported Basis
M2508876001 MIN-1 WA FL-PRO 11/24/2025 1 3:20 11/25/2025 13:59 1 NA
M2508876001 MW-1 WA SW-846 6010 11/24/2025 13:20 11/25/2025 13:59 1 NA
M2508876001 MW-1 WA S -846 8260D 11/24/2025 1 3:20 11/25/2025 13:59 5 NA
M2508876001 MW-1 WA S -846 8270E(SIM) 11/24/2025 1 3:20 11/25/2025 13:59 18 NA
M2508876002 MW 2 WA FL-PRO 11/24/2025 1 3:00 11/25/2025 13:59 1 NA
M2508876002 MW 2 WA SW-846 6010 11/24/2025 13:00 11/25/2025 13:59 1 NA
M2508876002 MW-2 WA S -846 8260D 11/24/2025 1 3:00 11/25/2025 1359 5 NA
M2508876002 MW--2 WA S -846 8270E(SIM) 11/24/2025 1 3:00 11/25/2025 13:59 18 NA
M2508876003 MW-3 VITA FL-PRO 11/24/2025 1 2:20 11/25/2025 13:59 1 NA
M2508876003 MW-3 WA SW-846 6010 11/24/2025 12:20 11/25/2025 13:59 1 NA
M2508876003 MW-3 WA SW-846 8260D 11/24/2025 1 2:20 11/25/2025 13:59 5 NA
M2508876003 MW-3 WA S -846 8270E(SIM) 11/24/2025 12:20 11/25/2025 13:59 18 NA
M2508876004 MW-4 WA FL-PRO 11/24/2025 1 2:40 11/25/2025 13:59 1 NA
M2508876004 MW--4 WA S -846 6010 11/24/2025 12:40 11/25/2025 13:59 1 NA
M2508876004 MW--4 WA -846 8260D 11/24/2025 1 2:40 11/25/2025 13:59 5 NA
M2508876004 MWV 4 WA SW-846 8270E(.SIM) 11/24/2025 1 2:40 11125/2025 13:59 18 NA
M2508876005 MW-5 WA FL-PRO 11/24/2025 1 5:20 11/25/2025 13:59 1 NA
M2508876005 MW-5 WA SW-846 6010 11/24/2025 15:20 11/25/2025 13:59 1 NA
M2508876005 MW-5 WA SW-846 8260D 11/24/2025 15,20 11/25/2025 13:59 5 NA
M2508876005 MW-5 WA SW-846 8270E(SIM) 11/24/2025 1 5:20 11/25/2025 13:59 18 NA
M2508876006 MW-6 WA FL-PRO 11/24/2025 1 3:40 11/25/2025 13:59 1 NA
M2508876006 MW-6 VITA SW-846 6010 11/24/2025 131:40 11/25/2025 13:59 1 NA
M2508876006 MW-6 WA -846 8260D 11/24/2025 1 3:40 11/25/2025 13:59 5 NA
M2508876006 MW-6 WA SW-846 8270E(SIM) 11/24/2025 1 3:40 11/25/2025 13:59 18 NA
M2508876007 MW-7 WA FL-PRO 11/24/2025 14:40 11/25/2025 13:59 1 NA
M2508876007 MW-7 WA SW-846 6010 11/24/2025 14:40 11/25/2025 13:59 1 NA
M2508876007 MW-7 WA SW-846 8260D 11/24/2025 14:40 11/25/2025 13:59 5 NA
M2508876007 MW-7 WA W-846 8270E(SIM) 11/24/2025 14:40 11/25/2025 13:59 18 NA
M2508876008 MW-8 WA FL-PRO 11/24/2025 14:20 11/25/2025 13:59 1 NA
M2508876008 MW 8 WA SW-846 6010 11/24/2025 14:20 11/25/2025 13:59 1 NA
M2508876008 MW-8 WA SW-846 8260D 11/24/2025 14:20 11/25/2025 13.59 5 NA
M2508876008 MW-8 WA W-846 8270E(SIM) 11/24/2025 14:20 11/25/2025 13:59 18 NA
M2508876009 DW-1 WA FL-PRO 11/24/2025 14:00 11/25/2025 131,59 1 NA
M2508876009 DW--1 WA -846 6010 11/24/2025 14:00 11/25/2025 13-59 1 NA
M2508876009 DVW 1 WA SIN-846 8260D 11/24/2025 1 4:00 11/25/2025 13:59 5 NA
a
Tj,.iesday, Decrnber 2,2025 Certificate of Analysis
Dates and tirnes>ai-eii;l I g This report shall not be reproduced,except in full, H 0 R I Z 0 N
P,age 2 of 41 without the written consent of Advanced Environmental Laboratories,Inc.
�f
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
!X,G'
� Phone.(954}
889-2288
otiil; ,
Fax:(954)889-2281
FINAL
orkorder.Sunshine Gasoline Distributors (M2508878)
Sample Summary
Analytes
b ID Sample ID Matrix Method Date Coll-—----ected Date Received Reported Basis
� m« n� ........ .........—M2508876009 DIN--1 WA SW-846 8270E(SIM) 11/24/2025 14:00 11/25/2025 13:59 18 NA
F u esday, December 0 911,00 P' M Certificate of AnalysisDates and firriles are displayed using (-0500)
This report shall not be reproduced,except in full,
Dagr o without the written consent of Advanced Environmental Laboratories,Inc„ `:'`:':"�3
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
4 10200 USA Today Way Miramar,FL 33025
Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
v
Phone;(954)889-2288
° Fax:(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors(M2508878)
Worklorider Summary
Workorder Comments
Priority or New Client Workorder
I.L i c1T M De en"ibex 2,2025 9:11,00PM Certificate of Analysis ati 8,11
Dates and fiaies are displayed using (-(")5'00) [....1 �1�!�'I 0 "14..
This report shall not be reproduced,except in full,
Page 41, without the written consent of Advanced Environmental Laboratories,Inc. G23 3 0
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
¶, Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
Phone: 954 889-2288
Fax:(954)889-2281
Y�
FINAL
Workorder. Sunshine Gasoline Distributors (M2508875)
Analytical Results Qualifiers
Parameter Qualifiers
U The compound was analyzed for but not detected.
I The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit.
Lab Qualifiers
DOH Certification#E82535(FL NBLAC)AEL-Miami
M ISO 17025.2017 Certificate#AT- 381,AEL-Miami
Tuesd�iy, December 1 00 P Certificate of Analysis A,%'PAIEHED a,Y
:g at s and nn ie s are dss�i iy ed ..sing (-05 00) This report shall not be reproduced,except in full, H 0 R I Z 0 N'
Page 5 of 41 Without the written consent of Advanced Environmental Laboratories,Inc. -0:'ti;1'D
d ri
AI u;
H l
Sly
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
� 10200 USA Today Way Miramar,FL 33025
� � Payments: P.O.Box 551580 Jacksonville,140.. FL.32255-1580
r
Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M2508870)
Analytical Results
Lab ID: M2508876001 Date Collected: 11/24/2025 13:20 Matrix: Water
Sample ID: MW-1 Date Received: 11/25/2025 13:59
Parameter Results Units PQL........... MOIL OF Prepared Analyzed Lab
.............. ............... ...................
METALS(SW-846 3010A/SW-846 6010)
Lead 0.0030 U mg/L 0.010 0.0030 1 11/26/2025 08:00 11/26/202517:09 M
SEMIVOLATILES(FL-PRO)
TPH 1100 ug/L 680 600 1 11/26/2025 09:28 11/26/202519,19 M
SEMIVOLATILES(SW-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/202518.-29 M
2-IM`eth�ylht'halene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 18:29 M
Acenaphthene 0.16 U ug/L 0.20 016 1 11/26/2025 09:28 11/26/202518:29 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11126/2025 09:28 11/26/202518:29 M
Anthracene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/202518:29 M
Eenzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/202518:29 M
Eenzo[a]pyrene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 18:29 M
Benzo[b]fluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/202518:29 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/202518:29 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/202518:29 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 18:29 M
Dibenzo[a,h]anthracene 0.,095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/202518:29 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/202518:29 M
Fluorene 0,15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/202518°:29 M
lndeno(1,2,3-cd)pyrene 0.045 U ug/L 0.20 0.045 1 11/26/2025 09.28 11/26/2025 18:29 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 18:29 M
Phenanthrene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/202518:29 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09.28 11/26/2025 18:29 M
VOLATILES(SW-846 5030B/ W-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/202512:47 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 12:47 M
Methyl tent-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12.48 11/27/2025 12:47 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12.48 11/27/2025 12:47 M
Certificate of Analyses
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Uy!
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` Ilr r���� .� Payments: P,,O,,Box 551580 Jacksonville,FL 32255-1580
Phone,(954)889-2288
,p Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M2 0887 i)
Analytical Results
HN
Lab ID: M2508876001 Date Collected: 11/24/2025 13 20 Matrix: Water
Sample ID: MW-1 Date Deceived: 11/25/2025 13:59
.......................................................................................................
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
.........................................................
Xylene(Total) 1 1 U ug/L 2.0 1.1 1 11/26/2025 12:48 11/27/202512,47 M....
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
1,2-Dichloroethane-d4(S) ug/L 50 48 97 70-128 M
p-Terphenyl-d14(S) ug/L 40 36 89 41 -138 M
o-Terphenyl(S) ug/L 200 170 85 66-139 M
Nonatricontane-C39(S) ug/L 600 330 54 40-129 M
2-Fluorobiphenyl(S) ug/L 40 30 75 36-125 M
romp poroi enrzene(S) ug/L 50 51 102 86-123 M
Toluene-d8(S) ug/L 50 46 92 77-119 M
Nitrobenzene-d5(S) ug/L 40 30 75 34-19 M
"Tuesday, December 2,121025 9-11 w00 PM Certificate of Analysis
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Rage 7 of 41 without the written consent of Advanced Environmental Laboratories,Inc.
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r Phone:(954)889-2288
W
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FINIAL
Workorder:Sunshine Gasoline Distributors(M250887 )
Analytical Results
_ X
Lab ID: M2508876002 Date Collected: 11/24/2025 13,00 Matrix: Water
Sample ID: MIN-2 Date received: 11/25/2025 131,,59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
�..
METALS(SW=846 301OAJSW-846 6010)
Lead 0.012 mg/L 0.010 0.0030 1 11/26/2025 08°:00 11/26/2025 17:14 M
SEMIVOLATILES(FL-PRO)
TPH 1300 ug1L 680 600 1 11/26/2025 09:28 11/26/2025 19:46 M
SEMIVOLATILE (SW-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0.20 U ug1L 0.20 0.20 1 11/26/2025 09.28 11/26/2025 18:58 M
2-Methytnap thalene 0.20 U ug1L 0.20 0.20 1 11/26/2025 09:28 11/26/202518:58 M
Acenaphthene 0.16 U ug/L O.20 0.16 1 11/26/2025 09:28 11/26/202518:58 M
Acenaphthylene 0.17 U ug1L 0.20 0.17 1 11/26/2025 09:28 11/26/202518:58 M
Anthracene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11126/2025 18:58 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 18:58 M
Benzo[a]pyrene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 18:58 M
Benzo[b]fluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 18:58 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/202518:58 M
Benzo[k]fluoranthene 012 U ug/L 0.20 0.12 1 11/26/2025 09°°:28 11/26/2025 18:58 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 18:58 M
Dibenzo[a,h]anthracene 0,.095 U ug1L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 18:58 M
Fluoranthene 0 15 U ug/L 0.20 0.15 1 11/26/2025 09.28 11/26/2025 18:58 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/202518:'58 M
Indeno(1,2, -cd)pyrene 0.045 U ug/L 0 20 0.045 1 11/26/2025 09:28 11/26/2025 18.58 M
Naphthalene 0.19 U ug/L 0 20 0.19 1 11/26/2025 09:28 11126/2025 18:58 M
Phenanthrene 0.16 U ug/L .0.20 0.16 1. 11/26/2025 09:28 11/26/2025 18:58 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/202518:58 M
VOLATILES(SW-846 6030B/SW-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 13:16 M
Bthylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12.48 11/27/2025 13,16 M
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12:48 11/27/202 13:16 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 13:16 M
Tuesday, D e c Y B,R b e& 2,2025 9 S C.0 0 G'D�k���
4 Certificate of Analysis
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1�ag e 3 o f 41 without the written consent of Advanced Environmental Laboratories,Inc. '` ;3C
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Y ° Payments" P.O.Box 551580 Jacksonville,FL 32255-1580
, Phone: }(954 889-2288
r Fax:(954)889-2281
FINAL.
Workorder:Sunshine Gasoline Distributors (M2508870)
Analytical Results
Lab ID: M2508876002 Date Collected: 11/24/2025 13:00 Matrix: Water
Sample ID: MW-2 Date Received: 11/25/2025 13:59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
Xylene(Total) 1.1 U ug/L 2.0 1.1 1 11/26/2025 12:48 11/27/2025 13;16 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
o-Terphenyl(S) ug/L 200 180 91 66-139 M
2-Fluorobiphenyl(S) ug/L 40 32 80 36-125 M
Nonatricontane-C39(S) ug/L 600 310 52 40-129 M
Nitrobenzene-d5(S) ug/L 40 32 79 34-139 M
Toluene-d8(S) ug/L 50 45 90 77-119 M
1,2--Dichloroethane-d4(S) ug/L 50 49 97 70 128 M
p-Terphenyl-d14(S) ug/L 40 37 92 41 -138 M
Bromofluorobenzene(S) ug/L 50 54 107 86-123 M
Certificate of Analyses
Dates an ia-ie s are isj lave a sitii -0 -, This report shall not be reproduced,except in full, H 0 R I Z 0 fl%l'
Page 9 c)f 41 without the written consent of Advanced Environmental Laboratories,Inc, '2023 3Q
NELAP accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
s
Payments: P.O.Box 551580 Jacksonville,FL 2255-1580
Phone (954)889-2288
Fax:(954)889-2281
FINAL
orkorder: Sunshine Gasoline Distributors (M2508876)
Analytical Results
Lab ID: M2508876003 Date Collected: 11/24/2025 12:20 Matrix: Water
Sample ID: MW-3 bate Received: 11/25/2025 13:59
Parameter Results Uni.................ts POL MDL DF' Prepared Analyzed Lab
............
METALS(SW-846 301OA/SW�-846 6►010) �YY�
Lead 0.0030 U mg/L 0.010 0.0030 1 11/26/2025 08:00 11/26/2025 17,19 M
SEMIVOLATILES(FL-PRO)
TPH 1000 ug/L 680 600 1 11/26/2025 09:28 11/26/2025 20:13 M
SEMIVOLA,TILES( W-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 19:27 M
2-Met lyin phthal ,ne 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 19:27 M
Acenaphthene 0.16 U ug/L 0.20 016 1 11/26/2025 09:28 11/26/2025 19:27 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 19:27 M
Anthracene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 19:27 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 19:27 M
Benzo[a]pyrene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 19:27 M
Be3nzo[b]fluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 0928 11/26/2025 19:27 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09':28 11/26/2025 19:27 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 19:27 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/202519:27 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 19:27 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/202 09:28 11/26/2025 19.27 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 19:27 M
Indeno(1,2,3-cd)pyrene 0.045 U ug/L 0.20 0.045 1 11/26/2025 09,28 11/26/2025 19:27 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 19:27 M
Phenanthrene. 0.16 U ug/L 0.20 0.16 1 11/26/2025 09.28 11/26/2025 19:27 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 19:27 M
VOLATILES(SW-846 5030E/SW-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 13:45 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 13:45 M
Methyl tent-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12:,48 11/27/202513:45 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12°:48 11/27/2025 13:45 M
Certificate of Analysis
Dates and h'T"�e are e c-lispiayec'i usii ng(-05- 3) This report shall not be reproduced,except in full 1-4 0 R I T 0
10° without the written consent of Advanced Environmental Laboratories,Inc. 202310
NTLAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
uu Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
� YFNNNNRf Phone.(954)889-2288
Fax:(954)889-2281
FINAL
Workorder. Sunshine Gasoline Distributors (M2508876)
Analytical Results
Lab ID: M2508876003 Date Collected: 11/24/2025 12:20 Matrix: Water
Sample ID, MW-3 Gate Deceived: 11/25/2025 13:59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
Xylene(Total) 1.1 U ug/L 2.0 1.1 1 11/26/2025 12:48 11/27/202513°-45 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
1,2-Dichloroethane-d4(S) ug/L 50 50 100 70-128 M
2-Fluorobiphenyl(S) ug/L 40 31 77 36-125 M
o-Terphenyl(S) ug/L 200 190 93 66-139 M
Nonatricontane-C39(S) ug/L 600 310 52 40-129 M
Nitrobenzene-d5(S) ug/L 40 30 74 34-139 M
Toluene-d8(S) ug/L 50 45 90 77-119 M
p-Terphenyl-d 14(S) ug/L 40 35 87 41 -18 M
Bromofluorobenzene( ) ug/L 50 54 107 86-123 M
TUes ay, Deb"ernb rW ,2 1 0 yMrOWL-S�L1)B„r.
Certificate of Analysis
Dates and 1irr,es are disl)ia e using -05,00 O R 1').
Thus report shall not be reproduced,except in full,
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a
10200 USA Today Way Miramar,FL 33025
Payments: P����0.��Box 551580 Jacksonville,FL 32255-1580
1 r
I
Phone:(954)889-2288
Fax:(954)889-2281
/1
FINAL
Workorder: Sunshine Gasoline Distributors (M2508876)
Analytical Results
Lab ID: M2508876004 bate Collected: 11/24/2025 12:40 Matrix: Water
Sample ID: MW-4 bate Received: 11/25/2025 13:59
Parameter Results Units PCL MDL DF Prepared Analyzed Lab
...,�,�,� .
METALS(SW-846 3010AJSW-846 6010)
Lead 0.0030 U mg/L 0.010 0.0030 1 11/26/2025 08-00 11/26/2025 17:24 M
SEMIVOLATILES(FL-PRO)
TPH 1200 ug/L 680 600 1 11/26/2025 09:28 11/26/2025 20:39 M
SE.MIVOLATILE (SW-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 0,20 1 11/26/2025 09:28 11/26/2025 19:56 M
2-MethylnapYthalene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 19:56 M
Acenaphthene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 19:56 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 19:56 M
Anthracene 0.14 U ug/L 0,.20 0.14 1 11/26/2025 09:28 11/26/2025 19:56 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 19:56 M
Benzo[a]pyre ne 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 19:56 M
Benzojb]fluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 19:56 M
Benzojg,hJ]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 19:56 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 19:56 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 19:56 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 19:56 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 19:56 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 19:56 M
Indeno(1,2,3-cd)pyrene 0.045 U ug/L 0.20 0.045 1 11/26/2025 09:28 11/26/2025 19:56 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 19:56 M
Phenanthrene 0.16 U ug/L 0 20 0.16 1 11/26/2025 09:28 11/26/2025 19:56 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 19:56 M
VOLATILES(SW-846 5030E/SW-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 14:14 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 14:14 M
Methyl tent-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11126/2025 12:48 11/27/2025 14:14 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 14°:14 M
Tuesday, December 2025�9 '1,1'1: 0 Certificate of Analysis P�'MIFR'ED8"'
Dates ii times are ispla e� ..� s0(- 5�°00) This report shall not be reproduced,except in full, H 0 R I ZO ,
Page 12 of 41 without the written consent of Advanced Environmental Laboratories,Inc. 0"3-,,r
NELAP Accredited E82535
a
Advanced Environmental Laboratories,Inc
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Payments: P.O,u Box 551580 Jacksonville,FL 32255-1580>>° Phone:'(954)889-2288
Fax: 954 889-2281
FINAL
orkorder. Sunshine Gasoline Distributors (M2508876)
Analytical Re�sults
Lab ID: M2508876004 Date Collected: 11/24/2025 12:40 Matrix: Water
Sample ID: MW-4 Date Received: 11/25/2025 13:59
......
Parameter Results Units PQL MDL DP Anal Prepared An
alyzed zed Lab
............................................................................
Xylene(Total) 1.1 U ug/L 2.0 1.1 1 11/26/2025 1 ZA8 11/27/202514:14 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
......................................................
Bromofluorobenzene(S) ug/L 50 53 106 86-123 M
1,2-Dichloroethane-d4(S) ug/L 50 50 100 70-128 M
o-Terpheny (S) ug/L 200 190 94 66-139 M
2-Fluorobiphenyl(S) ug/L 40 30 76 36-125 M
Toluene-d8(S) ug/L 50 48 96 77-119 M
Nonatricontane-C39(S) ug/L 600 340 56 40-129 M
Nitrobenzene-d5(S) ug/L 40 30 74 34-139 M
p-Terphenyl-d14(S) ug/L 40 34 85 41 -18 M
Certificate of Analysis P0V",(ER
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g'o 13 of 41without the written consent of Advanced Environmental Laboratories,Inc.
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Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
Phone°m(954)889-2288
,1
Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M2 088?6)
Analytical
Lab ID: M2508876005 Date Collected: 11/24/2025 15:20 Matrix: Water
Sample ID: MW-5 Date Received: 11/25/2025 13:59
.....................................................................
Parameter Results OL MDL DF Pr.........epared Analyzed Lab
...._. n�R�snRnnR Units P....
..........�n RRRR
METALS(SW-846 3010A/SW-846 6010)
Lead 0.0030 U mg/L. 0.010 0.0030 1 11/26/2025 08:00 11/26/2025 17:;28 M
SEMIVOLATILES(FL-PRO)
TPH 1100 ug/L 680 600 1 11/26/2025 09:28 11/2612025 21:06 M
SEMIVOLATILES(SW-846 3510C/SW-846 6270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 20:25 M
2-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 111 6/2 25 09:28 11/26/2025 20;25
Acenaphthene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 20:25 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 20°:25 M
Anthracene 0 14 U ug/L 0..20 0.14 1 11/26/2025 09:28 11/26/2025 20:25 M
enzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 20:25 M
enzo[a]pyrene 0,15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 20:25 M
enzo[b]fluoranthene 0.66 ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 20:25 M
Benzo[g,h,i]perylene 0 19 U ug/L 0.20 0.19 1 11/26/2025 09'.28 11/26/2025 20:25 M
Benzo[k]fluoranthene 0Y 12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 20:25 M
Chrysene 0 13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 20:25 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 20:25 M
Fluoranthene 0.15 U ug/L 0.20 0,15 1 11/26/2025 09:28 11/26/2025 20:25 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 20:25 M
lndeno(1,2,3-cd)pyrene 0,045 U ug/L 0 20 0.045 1 11/26/2025 09,28 11/26/2025 20:25 M
Naphthalene 0.19 U ug/L 0,20 0.19 1 11/26/2025 09:28 11/26/2025 20:25 M
Phenanthrene 0.16 U ug/L 0,20 0.16 1 11/26/2025 09:28 11/26/2025 20:25 M.
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 20:,25 M
"VOLATILE (SW-846 5030E/ W-846 8260D)
Benzene 0..18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 14.43 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 14A3 M
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12:48 11/27/2025 14:43 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 14:43 M
1 m
T�.�� sd�:��1',D e �� r` 2�� 5 911 �:)��")��41 Certificate Of Analysis ,�V���
_E����,,
,ate�,an Ith'"n .s.are dispp °lerrl tJ in This report shall not be reproduced,except in full, H 0 R I Z
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�i
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Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
Phone:(954)889-2288
Fax:,(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors(M2508875)
Analyt,lica]
Lab ID: M2508876005 Date Collected: 11/24/2025 15:20 Matrix: Water
Sample ID: MW-5 Date Received: 11/25/2025 13��1,159
..............................................................
Parameter Results Units PQL MDL DF Prepared analyzed Lab
ylene(Total) 1.1 U ug/L 2.0 1.1 1 11/26/202512:4$ 11127/202514:43 M
Surrogates
..................................................................................................................
Parameter Units Spiked amount Spike Result Spike Recovery Control Limits Lab
2-Fluorobiphenyl(S) ug/L 40 30 74 36-125 M
1,2-Dichloroethane-d4(S) ug/L 50 50 99 70-128 M
Nonatricontane-C39(S) ug/L 600 610 102 40-129 M
Bromofluorobenzene(S) ug/L 50 49 98 86-123 M
Toluene-d8(S) ug/L 50 49 97 77-119 M
o-Terphenyl(S) ug/L 200 180 91 66-139 M
p-Terphenyl-d14(S) ug/L 40 35 88 41 -138 M
Nitrobenzene-d5(S) ug/L 40 30 75 34-139 M
Tuesday,Dec r`Aber 2,20259,,,,,l 1,00PM Certificate of analysis rlr.10/0,'>CD W,
Dates and times are displayed using -05:00) This report shall not be reproduced,except in full, 1-10 R I Z 0 N'
Rage 15 of 41 without the written consent of advanced Environmental Laboratories,Inc.
yr'
NELAP accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
�rrrwr Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
�-
�,� Phone.(954)889-2288
Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M208876)
Analytical Results
Lab ID: M2508876006 Date Collected: 11/24/2025 13:40 Matrix: Water
Sample ID: MW-6 Date Received: 11/25/2025 13:59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
METALS(SW-846 3010A/SW-846 6010)
Lead 0.004 1 mg/L 0.010 0.0030 1 11/26/2025 08:00 11/26/2025 17:33 M
SEMIVOLATILES(FL-PRO)
TPH 2O00 ug/L 680 600 1 11/26/2025 09:28 11/26/2025 21°1,33 M
SEMIVOLATILES(SW-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0M20 U ug/L 0.20 0.20 1 11/26/2025 09:128 11/26/2025 20:54 M
2-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 11 6/20,2 09:28 11/26/2025 20:54 M
Acenaphthene 0.16 U ug/L 0.20 016 1 11/26/2025 09-28 11/26/2025 20:54 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 20:54 M
Anthracene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 20:54 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 20:54 M
Benzo[a]pyrene 0.15 U ug/L 0,,20 0.15 1 11/26/2025 09:28 11/26/2025 20:54 M
Benzo[b]tluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 20:54 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 20,54 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 20:54 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 20:54 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 20:54 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 20:54 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 20:54 M
lndeno(1,2,3-cd)pwyrene 0.045 U ug/L 0.20 0.045 1 11/26/2025 09:28 11/26/2025 20:,54 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 20°:54 M
Phenanthrene 0,16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 20:54 M
Pyrene 0.21 ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 20:54 M
VOLATILES(SW-846 5030B/SW-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 1 ZA8 11/27/2025 15:12 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/271202515,:12 M
Methyl tent-butyl Ether(MTBE) 0ro24 U ug/L 1.0 0.24 1 11/26/2025 12:48 11/27/2025 15:12 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 15:12 M
December 2,2025 9.-,l 1'100 FIM Certificate of Analysis
Cotes and firriesare displ � d lasing -055 00 This report shall not be reproduced,except In full, H 0 R I Z'
� age5 of 4'1 without the written consent of Advanced Environmental Laboratories,Inc. "?`'':''"
f
NELAP accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments, P.0, Box 551580 Jacksonville,FL 32255-1580
Phone:(954)889-2288
fi
, �75mi w.
Fax:(954)889-2281
7.
FINAL
Workorder: Sunshine Gasoline Distributors (M2508870)
Analytical Results
Lab ID: M2508876006 Date Collected: 11/24/2025 13:40 Matrix: Water
Sample ID: MW-6 Date Received: 11/25/2025 13:59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
Xylene(Total) 1.1 U ug/L 2.0 1.1 1 11/26/2025 12:48 11/27/2025 15:12 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Toluene-d8(S) ug/L 50 47 93 77-119 M
2-Fluorobiphenyi(S) ug/L 40 31 78 36-125 M
Nitrobenzene-d5(S) ug/L 40 31 78 34-139 M
Nonatricontane-C39(S) ug/L 600 610 102 40-129 M
1,2-Dichloroethane-d4(S) ug/L 50 48 96 70-128 M
Bromofluorobenzene(S) ug/L 50 50 100 86-123 M
o-Terphenyl(S) ug/L 200 190 93 66-139 M
p-Terphenyl-d14(S) ug/L 40 35 86 41 -138 M
TUesday, Decernber 2,2025 9-11:"0 9 Certificate of Analysis
Dates a ii i[Ties are cfisplayed uski ..05"00 This report shall not be reproduced,except in full, H 0 R
Page 17 of 41 without the written consent of Advanced Environmental Laboratories,Inc. 2�21330
r;
NBLAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 3025
Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
r
Phone:(954)889-2288
niim: Prr i"en i
Fax:(954)889-2281
FINAL
W'orkorder: Sunshine Gasoline Distributors (M2508876)
Analytical. _ X
Lab ID: M2508876007 Gate Collected: 11/24/2025 14:40 Matrix: Water
Sample ID: MW-7 Date Received: 11/25/2025 13:59
Results Units PQL MDL D1= Pre ared Analyzed°
........................................................................................................................
Parameter Lab
METALS(SW-846 3010A/SW-846 6010)
Lead 0,0030 U mg/L 0.010 0 0030 1 11/26/2025 08:00 11/26/202517:38 M
SEMIVOLATILES(FL-PRO)
TPH 820 ug/L 680 600 1 11/26/2025 09:28 11/26/2025 22:00 M
SEMIVOLATILES(SW-846 3510C/SW-846 8270E(SIM))
1-Methyinaphthalene 0.20 U ug/L 0.20 0.,20 1 11/26/2025 09:28 11/26/2025 21:23 M
2- eth i, aphthalene 0.20 U ug/L 0.20 0.20 1 11,12612025 09:28 11/2612025 21:23 M
Acenaphthene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 21:23 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 21:23 M
Anthracene 0.14 U ug/L 0.20 0,14 1 11/26/2025 09:28 11/26/2025 21:23 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 21:23 M
Benzo[a]pyrene 0.15 U ug/L 0.20 015 1 11/26/2025 09:28 11/26/2025 21*23 M
Benzo[blfluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 21:23 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 21:23 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 21:23 M
Chrysene 0.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 21:23 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 21:23 M
F'luoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 21:23 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 21:23 M
Indeno(1,2,3-cd)pyrene 0.045 U ug/L 0 20 0.045 1 11/26/2025 09:28 11/26/2025 21:23 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/202 09:28 11/26/2025 21:23 M
Phenanthrene 0.16 U ug/L 0.20 0.16 1 11126/2025 09:28 11/26/2025 21:23 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 21:23 M
VOLATILES( =846 6030B/S -846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 15:41 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 15:41 M
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12.,48 11/27/2025 15:41 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/202515:41 M
p da , December , 2 9 1:;���0 M � Certificate of Analysis PV EO'13
Dates acid fir es are displayed �ing (_� 5.�0� This report shall not be reproduced,except in full, 110 R I Z 0 N..
F'age 18 of 41 without the written consent of Advanced Environmental Laboratories,Inc. '2T! 30
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
yyrrrOr ,. 10200 USA Today Way Miramar,FL 33025
Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
p
Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M2 08870)
Analytical Results
Lab ID. M2508876007 Date Collected: 11/24/2025 14:40 Matrix: Water
Sample ID: MW-7 Date Received: 11/25/2025 13:59
Parameter Results Units POL MDL DF Prepared Analyzed Lab
Xylene(Total) 11 U ug/L 2.0 1.1 1 11/26/2025 1ZA8 11/27/202515*41 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Bromofluorobenzene(S) ug/L 50 52 104 86-123 M
1,2-Dichloroethane-d4(S) ug/L 50 48 96 70-128 M
p-Terphenyl-d 14(S) ug/L 40 35 88 41 -138 M
Toluene-d8(S) ug/L 50 48 96 77-119 M
2-Fluorobiphenyl(S) ug/L 40 30 75 36-125 M
o-Terphenyl(S) ug/L 200 180 88 66-139 M
Nitrobenzene-d5(S) ug/L 40 31 77 34-139 M
Nonatricontane-C39(S) ug/L 600 580 97 40- 29 M
T e �. ' Mber ,2025 911 n M Certificate of Analysis
Dates
�..� �rare� y�sl .� �a0( , ..� This report shall not be reproduced,except in full, H R I `'
Page 19 of 41 without the written consent of Advanced Environmental Laboratories,Inc. 20213r,
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
rw 10200 USA Today Way Miramar,FL 33025
rr Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
W p Phone:(954)889-2288
Fax',",'(954)889-2281
e
FINAL
Workorder:Sunshine Gasoline Distributors (M2508876)
Analytical
Lab 1D: M2508876008 Date Collected: 11/24/2025 14:.20 Matrix: Water
Sample ID: M -8 Date Received: 1 1125/2025 1 3:59
Parameter Results Units PQL MDL DF Prepared Analyzed Lab
METALS(SW-846 3010A/SW-846 6010)
Lead 0,0030 U mg/L 0.010 00030 1 11/26/2025 08:00 11/26/2025 17:56 M
SEMIVOLATILES(FL-PRO)
TPH 670 1 ug/L 680 600 1 11/26/2025 09:28 11/26/2025 22:26 M
SEMIVOLATILES(SW-846 3510C/SW-846 8270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 020 1 11/26/2025 09:28 11/26/2025 21:52 M
2-Methyl'r pbt alene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 21.52 M
Acenaphthene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 21:52 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 21:52 M
Anth racene 0,14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 21:52 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09:28 11/26/2025 21:52 M
Benzo[a]pyrene 0.15 U ug/L 0,20 0.15 1 11/26/2025 09:28 11/26/2025 21:52 M
Benzo[b]tluoranthene 0.042 U ug/L 0 10 0.042 1 11/26/2025 09:28 11/26/2025 21:52 M
Benzo[g,h,i]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 21:52 M
Benzo[k]fluoranthene 0,12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 21:52 M
Chrysene 0 13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 21 52 M
Dibenzo[a,h]anth race ne 0,095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 21:52 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 21:52 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 21:52 M
Indeno(1,2,3-cd)pyrene 0.045 U ug/L 0.20 0.045 1 11/26/2025 09:28 11/26/2025 21:52 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 21,52 M
Phenanthrene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09,128 11/26/2025 21:52 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09°28 11/26/2025 21:52 M
VOLATILES( W-846 5030E/ W-846 8260D)
Benzene 0.18 U ug/L 1.0 0.18 1 11/26/2025 12:48 11/27/2025 16:10 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 16:10 M
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12:48 11/27/202 16:10 M
Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 16:10 M
Certificate of Analysis
Dates and times are p -1 (- This report shall not be reproduced,except in full,
Page 20 of 41 without the written consent of Advanced Environmental Laboratories,Inc. 3.
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments: P.O.Box 551 580 Jacksonville,FL 32255-1580
Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M2508878)
Analyt'lical Results
Lab ID. M2508876008 Date Collected: 11/24/2025 14:20 Matrix: Water
Sample ID. MW-8 Date Received: 11/25/2025 13:59
Parameter Results Units POL MDL DF Prepared Analyzed Lab X
Xylene(Total) 11 U ug/L 2.0 1 1 1 11/26/2025 12:48 11/27/2025 16 10 M
Surrogates
.....................................................................................................
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Toluene-d8(S) ug/L 50 47 94 77-119 M
p-Terphenyl-d14(S) ug/L 40 36 90 41 -138 M
2-Fluorobiphenyl(S) ug/L 40 31 77 36-125 M
Nitrobenzene-d5(S) ug/L 40 32 81 34-139 M
1,2-Dichloroethane-d4(S) ug/L 50 49 98 70-128 M
Nonatricontane-C39(S) ug/L 600 580 97 40-129 M
o-Terphenyl(S) ug/L 200 180 90 66-139 M
Bromofluorobenzene(S) ug/L 50 54 107 86-123 M
u
�. , !v ,,(-�� r� �p, 5� 1� � Certificate of Analysis cv,,,"':;8Y
���.�a�� I�`���� �°�"°���� �, ° `: �' �� . .
Dat a-,es r e 2n tki,i,� .re a iayed i..i ing(-� 5„010 This report shall not be reproduced,except in full, ��H 0��R �N`
g F "� without the written consent of Advanced Environmental Laboratories,Inc. ``'��`�'"
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USAToday Way Miramar,FL 33025
err Payments. P.O.Box 551580 Jacksonville,1=L 32255-1580
Phone:(954)889-2288
Fax;(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M2508876)
Analytical Results
Lab ID: M2508876009 Date Collected: 11/24/2025 14:00 Matrix: Water
Sample ID: DW-1 Date Received: 11/25/2025 13:059
Parameter
Results Units PQL MDL DF Prepared Analyzed Lab
METALS(SW-846 3010A/SW-846 6010)
Lead 0.0030 U mg/L 0.010 0.0030 1 11/26/2025 08:00 11/26/202518:00 M
SEMIVOLATILES(FL-PRO)
TPH 810 ug/L 680 600 1 11/26/2025 09.28 11/26/2025 22:53 M
SEMIVOLATILES(SW-846 3510C/ W-846►8270E(SIM))
1-Methylnaphthalene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 22:21 M
2- ` thylnapht°halene 0.20 U ug/L 0.20 0.20 1 11/26/2025 09:28 11/26/2025 22:21 M
Acenaphthene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 22:21 M
A,cenaphthylene 0.17 U ug/L 0.20 0.17 1 11/26/2025 09:28 11/26/2025 22:21 M
Anthracene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 22:21 M
Benzo[a)anthracene 0.049 U ug/L 0.20 0.049 1 11/26/2025 09.28 11/26/2025 22:21 M
Benzo[a]pyrene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 22:21 M
Benzo[b]fluoranthene 0.042 U ug/L 0.10 0.042 1 11/26/2025 09:28 11/26/2025 22:21 M
Benzo[g,hj]perylene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 22:21 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 1 11/26/2025 09:28 11/26/2025 22:21 M
Chrysene 0,.13 U ug/L 0.20 0.13 1 11/26/2025 09:28 11/26/2025 22:21 M
Dibenzo[a,h]anthracene 0.095 U ug/L 0.20 0.095 1 11/26/2025 09:28 11/26/2025 22:21 M
Fluoranthene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 22:21 M
Fluorene 0.15 U ug/L 0.20 0.15 1 11/26/2025 09:28 11/26/2025 22:21 M
Indeno(1,2,3-cd)pyrene 0.045 U ug/L 0 20 0.045 1 11/26/2025 09:28 11/26/2025 22:21 M
Naphthalene 0.19 U ug/L 0.20 0.19 1 11/26/2025 09:28 11/26/2025 22:21 M
Phenanthrene 0.16 U ug/L 0.20 0.16 1 11/26/2025 09:28 11/26/2025 22:21 M
Pyrene 0.14 U ug/L 0.20 0.14 1 11/26/2025 09:28 11/26/2025 22:21 M
VOLATILES(SW-846 6030B/SW-846 8260D)
Benzene 0.18 U ug/L 1.0 0.,18 1 11/26/2025 12:48 11/27/2025 16:39 M
Ethylbenzene 0.38 U ug/L 1.0 0.38 1 11/26/2025 12:48 11/27/2025 16:39 M
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 1 11/26/2025 12:48 11/27/2025 16:39 M
"Toluene 0.49 U ug/L 1.0 0.49 1 11/26/2025 12:48 11/27/2025 16:39 M
Certificate of Analysis
Dates
This report shall not be reproduced,except in full,
0 N��`�w `,.
F',ag e 1 without the written consent of Advanced Environmental Laboratories,Inc.
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Aff
Payments; P.C .Box 551580 Jacksonville,FL 32255-1580
� WIMPW Phone:(954)889-2288
Fax�, 954 889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M208870)
Analytical Results
Lab ID: M2508876009 Date Collected: 11/24/2025 14;00 Matrix: Water
Sample ID: DW-1 Date Received: 11/25/2025 13:59
Parameter Results Units P L MDL DF Prepared Analyzed Lab
Xylene(Total) 1.1 U ug/L 2.0 1 ... ..m__..
.1 1 11/26/2025 12:48 11/27/202516;39 M
Surrogates
ma rameter Units Spiked Amount Spike Result Spike
ke Recovery Control Limits Lab
Toluene-d8(S) ug/L 50 47 95 77-119 M
1,2-Dichloroethane-d4(S) ug/L 50 49 99 70-128 M
p-Terphenyl-d14(S) ug/L 40 36 90 41 -138 M
Bromofluorobenzene(S) ug/L 50 52 104 86-123 M
Nonatricontane-C39(S) ug/L 600 570 95 40-129 M
2-Flu obiphenyl(S) ug/L 40 30 76 36-125 M
o-Terphenyl(S) ug/L 200 180 88 66-139 M
Nitrobenzene-d5(S) ug/L 40 32 79 34-139 M
nibe 2 2 . * Certificate of Analy:sis PiOwFRCD'"e
D �te� and fire �e displaye:;� usin -,5,00) This report shall not be reproduced,except in full, [--1 0 R I Z ,'
Page 23 of 41 without the written consent of Advanced Environmental Laboratories,Inc. 023 3:'
H
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
� 10200 USA Today Way Miramar,FL 33025
Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
DX'
Phone:(954)889-2288
Fax'�w(954)889-2281
Fa
FINAL
Workorder. Sunshine Gasoline Distributors (M208870)
ResultsQC
QC Batch. OCSm/4817 Analysis Method. FL-PRO
Preparation Method: FL-PRO
Associated Lab IDs. M2508876001,M2508876002,M2508875003,M2508876004,M2508876005,M2508876006,M2508876007,
M2508876008,M2508876009
Method Blank(6134745)
Parameter Results Units PQL MDL Lab
.............................
TPH 600 U ug/L 680 600 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike m /L 0.6 0.3 50 4 Recovery Central Limits Lab
m
Nonatricontane-C39(S) g 0-129 M
o-Terphenyl(S) mg/L 0.2 0.16 82 66-139 M
Lab Control Sample(6134746)
Parameter Units ...................................................................................................
,Spiked Amount Spike Result Spike Recovery Control Limits MMMMMLaVb
TPH ug/L 3400 2700 79 53 121 M
U rrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Nonatricontane-C39(S) mg/L 0.6 0.25 42 40-129 M
o-Terphenyl(S) mg/L 0.2 0.15 77 66-139 M
Matrix Spike(6134747);Matrix Spike Duplicate(6134748);original(M2508876009);Parent Lab Sample(M2508876009)
Spiked Spike Spike Control Dup Dup RPD
Parameter Unitas Amount Result Recovery Limits Result Recovery RPD Limit Lab
TPH ug/L 3400 2900 62 53-121 3200 69 7 20 M
Surrogates
Spiked Spike Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
Nonatricontane-C39(S) mg/L 046 0.39 65 40-129 0.42 70 8 20 M
o-Terphenyl( ) mg/L 0.2 0.16 81 66-139 0.17 86 5 20 M
.w 4..k.'e sd , I_Je c S f¢b ps f y 210 5 9.11-00 PM M
Cert■�f�cate of Analysis
Dates n �mes ar-e cil pIaye t i°�in -: .0' " This report shall not be reproduced,except in full, - 0 R I
Page 24 of 41 without the written consent of advanced Environmental Laboratories,Inc.
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 3 025
�11 Payments P.O..Box 551580 Jacksonville,FL 32255-1580
Phonem,(954)889-2288
i i PU N
Fax;(954)889-2281
FINAL
Workorder.Sunshine Gasoline Distributors (M2508876)
QC Results
QC Batch: ICPm/5673 Analysis Method: SW-846 6010
Preparation Method. SW-846 3010A
Associated Lab IDs. M2508876001,M2508876002,M2508876003,M2508876004,M2508876005,M2508876006,M2508876007,
M2508876008,M2508876009
Method Blank(6134627)
Parameter Results Units PQL MDL Lab
. wwwww .
Lead 0.0030 U mg/L 0n010 0.0030 M
Lab Control Sample(6134628)
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Lead m /L 0.06 0,061 1
9 02 80-12D M
Matrix Spike(6134629);Matrix Spike Duplicate(6134630);Original(M2508831001);Parent Lab Sample(M2508831001)
m . m
Spiked Spike Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
uuuuuuuuuuuuuuuuuuuu
uumu w ....
Lead mg/L 0.06 0.065 100 75-125 0.066 103 2 20 M
TUer-_',' ye Decernber r2 2025 -��,""A P Certificate of Analysis
Dates wnd f ie_ e 4,,GMr Ff;1 ^A
displayed �,�sing -05°00 H � :I��0 .
� � Thus report shall not be reproduced,except in full,
Pegs 25 of 41 without the written consent of Advanced Environmental Laboratories,Inc. v 0,2.3 3`1
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
y
Pa menu: P.O.Box 551580 Jacksonville,FL 32255-1580
t
Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M2508 T0)
QC Results
tC Batch. MSSm/3910 Analysis Method. SW-846 8270E(SIM)
Preparation Method: SW-846 3510C
Associated Lab IDs: M2508876001,M2508876002,M2508876003,M2508876004,M2508876005,M2508876006,M2508876007,
M2508876008,M2508876009
Method Blank(6134741)
Parameter Results Units PQL MDL Lab
Naphthalene 0.19 U ug/L 0.20 0.19 M
2-Methyinaphthalene 0.20 U ug/L 0.20 0.20 M
1-Methylnaphthalene 0.20 U ug/L 0.20 0.20 M
Acenaphthylene 0.17 U ug/L 0.20 0.17 M
Acenaphthene 0.16 U ug/L 0 20 0.16 M
Fluorene 0.15 U ug/L 0.20 0.15 M
Phenanthrene 0.16 U ug/L 0.20 0.16 M
Anthracene 0.14 U ug/L 0.20 0.14 M
Fluoranthene 0.15 U ug/L 0.20 0.15 M
Pyrene 0.14 U ug/L 0.20 0.14 M
Benzo[a]anthracene 0.049 U ug/L 0.20 0m049 M
Chry ene 0.13 U ug/L 0.20 0.13 M
Benzo[b]fluoranthene 0.042 U ug/L 0.10 0.042 M
Benzo[k]fluoranthene 0.12 U ug/L 0.20 0.12 M
Benzo[a]pyrene 0.15 U ug/L 0.20 0.15 M
lndeno(1,2,3-cd)pyrene 0.045 U ug/L 0.20 0.045 M
Di benzo[a,h]anth race ne 0.095 U ug/L 0.20 0.095 M
Benzo[g,h,i]perylene 0019 U ug/L 0.20 0.19 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
2-Fluorobiphenyl(S) mg/L 0m04 0.032 79 6-125 M
Nitrobenzene-d5(S) mg/L 0.04 0.032 81 34--139 M
p-Terphenyl-d14(S) mg/L 0.04 0.037 91 41 -138 M
Lab Control Sample(6134742)
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Naphthalene ug/L 20 18 88 43-114 M
2-Methylnaphthalene ug/L 20 18 90 39-114 M
1-Methylnaphthalene ug/L 20 18 90 41 -115 M
Acenaphthylene ug/L 20 19 97 35-121 M
Acenaphthene ug/L 20 19 96 48-114 M
Fluorene ug/L 20 21 104 50-118 M
ue sd q 0 Certificate of Analysis
Dates and fln-ies are displayed using - ' ,0 This report shall not be reproduced,except in full, H 0 R I Z 0 N'
.
Pa g w 26 of 41 without the written consent of Advanced Environmental Laboratories,Inc. '2'�D23 30
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
a Payments: P.O.Box 551580 Jacksonville,FL 32255-1580
Phone:(954)889-2288
r
Fax:(954)889-2281
FINAL
Workorder: Sunshine Gasoline Distributors (M2508878)
QC Batch: MSSm/3910 Analysis Method: SIN-846 8270E(SIM)
Preparation Method: SW-846 3510C
Associated Lab IDs: M2508876001,M2508876002,M2508876003,M2508876004,M2508876005,M2508876006,M2508876007,
M2508876008,M208876009
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
Phenanthrene ug/L 20 20 98 53-115 M
Anthracene ug/L 20 20 102 53-119 M
Fluoranthene ug/L 20 21 104 58-120 M
Pyrene ug/L 20 20 102 53-121 M
Benzo[a]anthracene ug/L 20 20 101 59-120 M
Chrysene ug/L 20 22 109 57-120 M
Benzo[b]fluoranthene ug/L 20 18 88 53-126 M
Benz.o['I oanthene ug/L 20 23 113 54-125 M
Benzo[a]pyrene ug/L 20 20 100 53-120 M
Indeno(1,2,3-cd)pyrene ug/L 20 12 60 48-130 M
Dibenzo[a,h]anthracene ug/L 20 17 83 44-131 M
Benzo[g,h,i]perylene ug/L 20 16 81 44-128 M
Surrogates
.................................................................................................................
Parameter Units Spiked Amount Spike Result Spike Recovery Control Limits Lab
2-Fluorobiphenyl(S) mg/L 0.04 0.033 82 36-125 M
Nitrobenzene-d5(S) mg/L 0.04 0.033 83 34-139 M
p-Terphenyl-d14(S) mg/L 0.04 0.038 94 41 -138 M
Matrix Spike(6134743);Matrix Spike Duplicate(6134744);Original(M2508876009);Parent Lab Sample(M2508876009)
...............................................................................................................
Spiked Spike Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
Naphthalene ug/L 20 18 88 43-114 17 87 1 30 M
2-Methyl naphthalene ug/L 20 18 90 39-114 18 88 2 30 M
1-Methylnaphthalene ug/L 20 18 90 41 -115 17 87 3 30 M
Acenaphthylene ug/L 20 18 89 35-121 18 88 1 30 M
Acenaphthene ug/L 20 19 93 48-114 18 92 1 30 M
Fluorene ug/L 20 20 98 50-118 20 99 0 30 M
Phenanthrene ug/L 20 18 91 53-115 18 91 1 30 M
Anthracene ug/L 20 19 94 53-119 19 94 0 30 M
Fluoranthene ug/L 20 19 96 58-120 19 95 1 30 M
Pyrene ug/L 20 19 94 53-121 19 94 0 30 M
Benzo[a]anthracene ug/L 20 18 92 59-120 18 92 0 30 M
Chrysene ug/L 20 20 102 57-120 20 101 1 30 M
Benzo[b]fluoranthene ug/L 20 17 87 53-126 17 86 1 30 M
Benzo[k]fluoranthene ug/L 20 22 108 54-125 21 105 3 30 M
.w
Certificate of Analysis
Dates and firnes arez,,displayed us: n -0.5.00) This report shall not be reproduced,except in full, �...i 0 Z 0 N„
ag 7 o4f 41 without the written consent of Advanced Environmental Laboratories,Inc ;202 3 D
t F r
it rodJy011-
v
NBLAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
Payments. P.O.Box 551580 Jacksonville,FL 32255-1580
� Phone:(954)889-2288
Fax;(954)889-2281
FINAL
Workorder.Sunshine Gasoline Distributors (M2508870)
QC Batch. MSSm/3910 Analysis Method: W-846 8270E(SIM)
Preparation Method. SIN-846 3510C
Associated Lab IDs. M2508876001,M2508876002,M2508876003,M25088760047 M2508876005,M2508876006,M2508876007,
M2508876008,M2508876009
Spiked Spike Spike Control Dup Dup m RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
Benzo[a]pyrene ug/L 20 19 95 53 120 19 g
- 3 2 30 M
Indeno(1,2,3-cd)pyrene ug/L 20 15 76 48-130 14 72 5 30 M
Dibenzo[a,h]anthracene ug/L 20 18 92 44-131 18 88 4 30 M
Benzo[g,hJ]perylene ug/L 20 17 86 44-128 17 87 1 30 M
Surrogates
Spiked Spike .Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
2-Fluorobiphenyl(S) mg/L 0.04 0.032 80 36-125 0.031 78 2 M
Nitrobenzene-d5(S) mg/L 0.04 0.032 80 34-139 0.031 78 3 M
p-Terphenyl-d14(S) mg/L 0.04 0.035 87 41 -138 0.035 88 1 M
t, y �N �� 2, ,025� „00 P�„ Certificate of A r' , >0 Y
Dates tirnes are clisplayed Using��'� � � � � �� � cote Analysis
This report shall 0
p rt S a not be reproduced,except in full,
Pa 8 c)f 41 without the written consent of Advanced Environmental Laboratories,Inc.
P
r°
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
10200 USA Today Way Miramar,FL 33025
„r ° Payments; P.O.Box 551580 Jacksonville,
�� �� ����br�d�� FL 32255-1580
I' Phone:(954)889-2288
'f/r JII//j
Fax.(354}889-2281
NOW
FINAL
Workorder;Sunshine gasoline Distributors (M2508878)
QC Its
QC Batch: MSVm/8097 Analysis Method: SIN-846 8260D
Preparation Method: SW-846 5030E
Associated Lab IDs: M2508876001,M2508876002,M2508876003,M2508876004,M2508876005,M2508876006,M2508876007,
M2508876008,M2508876009
Method Blank(6135332)
Parameter Results Units PQL MDL Lab
Methyl tert-butyl Ether(MTBE) 0.24 U ug/L 1.0 0.24 M
Benzene 0.18 U ug/L 1.0 0.18 M
Toluene 0.49 U ug/L 1.0 0.49 M
Bthylbenzene 0.38 U ug/L 1.0 0.38 M
Xylene(Total) 1.1 U ug/L 2,,0 1.1 M
Surrogates
Parameter Units Spiked Amount Spike Result Spike Recovery Central Limits Lab
1,2-Dichloroethane-d4(S) ug/L 50 50 100 70 128 M
Bromofluorobenzene(S) ug/L 50 49 98 86-123 M
Toluene-d8( ) ug/L 50 48 95 77-119 M
Lab Control Sample(6136334);Lab Control Sample Duplicate(6135335);Parent Lab Sample(M2508876001,M25088760021 M2608876003V
M2508876004,M25088760051 M2508876006,M2508876007,M2508876008,M2508876009
-
Spiked Spike Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
Methyl tert-butyl Ether(MT ug/L 20 19 97 71 124 19 96 1 20 M
Benzene ug/L 20 22 110 79-120 21 107 2 20 M
Toluene ug/t_ 20 19 97 80-121 20 102 5 20 M
Ethylbenzene ug/L 20 19 96 79-121 21 103 7 20 M
Xylene(Total) ug/L 60 59 98 79-121 64 107 9 20 M
Surrogates
.............................................................
Spiked Spike Spike Control Dup Dup RPD
Parameter Units Amount Result Recovery Limits Result Recovery RPD Limit Lab
1,2-Dichloroethane-d4(S) ug/L 50 54 107 70-128 47 94 13 M
Bromofluorobenzene(S) ug/L 50 47 93 86 123 49 98 5 M
Toluene-d8(S) ug/L 50 52 104 77 119 46 92 12 M
t.�esday, D cemb& 0 519 11 0 PP,, Certificate of Analysis 8Y
Dates and fi mes a.k'e dispiayed t.isj'g (-05-1,0 ) This report shall not be reproduced,except in full, �_._',,�0 R I
Page 2.`9 of 41 without the written consent of Advanced Environmental Laboratories,Inc.
NELAP Accredited E82535
Advanced Environmental Laboratories,Inc
M 10200 USA Today Way Miramar,FL 3302
Payments: P.O,,Box 551580 Jacksonville,FL 32255-1580
� Phone:(954)889-2288
Fax:(954)889-2281
FINAL
Workorder:Sunshine Gasoline Distributors (M2508876)
QC Cross Reference
Lab ID Sample ID Prep Batch Prep Method
<««
GCSm14817-FL-PRO
M2508876001 MW-1 EXTm/7684 FL-PRO
M2508876002 MW-2 BXTm/7684 FL-PRO
M2508876003 MW-3 BXTm/7684 FL-PRO
M2508876004 MW-4 BXTm/7684 FL-PRO
M2508876005 MW-5 EXTm/7684 FL-PRO
M2508876006 MW-6 BXTm/7684 FL.-PRO
M2508876007 MW-7 BXTm/7684 FL-PRO
M2508876008 MW-8 ETm/7684 FL-PRO
M2508876009 DW-1 EXTm/7684 FL-PRO
ICPm/5673-SW-846 6010
M2508876001 MW-1 DGMm/6351 SW-846 3010A
M2508876002 MW-2 D Mm/6351 S -846 3010A
M2508876003 MW-3 DGMm/6351 S -846 3010A
M2508876004 MW-4 DGMm/6351 SW-846 3010A
M2508876005 MW-5 DGMm/6351 SW-846 3010A
M2508876006 MW-6 DGMm/6351 -846 3010A
M2508876007 MW-7 DGMm/6351 -846 3010A
M2508876008 MW-8 DGMm/6351 SW-846 3010A
M2508876009 DW-1 DGMm/6351 SW-846 3010A
MSSm/3910-SW-846 8270E(SIN[)
M2508876001 MW-1 ETm/7683 SW-846 3510C
M2508876002 MW-2 ETm/7683 S -846 3510C
M208876003 MW-3 ETm/7683 SW-846 3510C
M2508876004 MW-4 EXTm/7683 SW-846 3510C
M2508876005 MW-5 EXTm/7683 SW-846 3510C
M2508876006 MW-6 ETm/7683 SW-846 3510C
M2508876007 MIN-7 EXTm/7683 SW-846 3510C
M2508876008 MW-8 EXTm/7683 SIN-846 3510C
M2508876009 DW-1 EXTm/768 SW-846 3510C
Tuesday, Dece nber 2,201 1,00 PSI Certificate of Analysis -
Dates nd hires jA'e displayed usiri '-05°00 This report shall not be reproduced,except in full, 0 R I Z 0 N
Page 30 of 41 without the written consent of Advanced Environmental Laboratories,Inc. _"2 ,;0
NELAP Accredited E82535
Advanced Environmental Laboratories, Inc
10200 USA Today Way Miramar,FL 33025
�� . Payments: P.O.Box 551580 .Jacksonville,FL 32255-1580
Phone,(954)889-2288
'
Fax:(954)$$9-2281
FINAL
Workorder: Sunshine Gasoline Distributor (M2 o ?'6)
QC Cross Reference
Lab ID Sample ID Prep Batch Prep Method
MSVm/8097-SW-846 8260D
M2508876001 MW-1 MSVm/8096 SW-846 5030E
M2508876002 MW-2 MSVm/8096 SW-846 5030E
M2508876003 MW-3 MSVm/8096 SW-846 5030E
M2508876004 MW-4 MSVm/8096 S -846 5030E
M2508876005 MW-5 MVm18096 SW-846 5030E
M2508876006 MIN-6 MSVm18096 SW-846 5030E
M2508876007 MW-7 MSVm/8096 SIN-846 5030E
M2508876008 MIN-8 MSVm/8096 SW-846 5030E
M2508876009 DW-1 M Vm/8096 SW-846 5030E
Tuesday, 1 PNI Certificate of Analysis
Dates and firnes are displaped using(-05-.0 0) This report shall not be reproduced,except in full, N°° '- P I Z 0 N'
F."a i 31 -f 41 without the written consent of Advanced Environmental Laboratories,Inc. ''1,,3 3
NBLAP Accredited E82535
"
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Page o f ,
APPENDIX B
DEP Form FD " 000-24: GROUNDWATER SAMPLING LOG
SITE .
SITE
NAME:SUNSHINE GASOLINE DISTRIBU
TORS LOCATION 255 TAVERN I ER STREET", FL
WELL No:DW-1 SAMPLE ID:FDEP#�44/862640 ��� DATE: 1 1/2 4/2025
mm m .
W PURGING DATA
WELL TUBING WELL SCREEN INTERVAL
STATIC DEPTH �. ... PUCG�,PUMP TYPE
1
DIAMETER(inches)�2 DIAMETER(inches):1/4 DEPTH:2 feet to �}feet TO WATER Meet): ��� . OR BAILER:PP
WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH . STATIC DEPTH TO WATER)
WELL CAPACITY
(only fill out if applicable)
( 30 feet-- feet) X 0.16 gallons/foot = gallons
EQUIPMENT
f a ab e VOLUME PURGE:—I EQUIPMENT VOL.-PUMP VOLUME+ TUBING CAPACITY
( X TUBING LENGTH)+FLOW CELL—VOLUME
(only pp )
gallons+( .a gallons/foot X ..,., feet} �� ��" gallons gallons
wwwwww
INITIAL PUMP OR TUBING FILIAL PUMP OR TUBING PURGING .. �.... PURGING � � � TOTAL VOLUME
DEPTH IN WELL(feet): 2T.5 DEP TH IN WELL Meet): 27.5 INITIATED AT- ENDED AT: PURGED(gallons): a,
CUMUL. DEPTH H COND. DISSOLVED
VOLUME VOLUMEFr
RGE TC? ' TEMP, circle units OXYGEN
TIME standard ) TURBIDITY COLOR ODOR
PURGED PURGEDATE WATER ( (°C} pmhos�r of ly i`n`its)' NTUs describe describe
(gallons) (gallons) 10 ) (feet) units} ( } ( } ( )
(9 ) allonsm
Niiiiiii
�sa rat�1on,
................
.....................
m
i
mmmm
WELL CAPACITY(Gallons Per Foot). 0.75p)�0.02; lip
p 0.04;
, r'��.4�r�"0,063 lr2p%-0,,16; 310 0.37, Off-0,65; 5"�1,02', 6ti- 1,47, 1121f= ,,88
TUBGal,/Ft. : 1/8 -0.0006, 3/16 -0.0014, '1 4&-0.0026; 6/16"=6.004, 3/8"=0.006; 1/2"'=0.010; 5/8'"=0.016
IN INSIDE DIA.CAPACITY _ /
PURGING EQUIPMENT CODES: B=Bailer; = - Submersible Pump, PP=Peristaltic Pump; 0=Other(Specify)
BP Bladder Pump- ESP-Electric ww p
w
SAMPLING DATA
SAMPLED BY(PRINT)/AFFILIATION:BTEX SAMPLER SIGNATURE(
SAMPLING a SAMPLING
( } IGNAT� RE(
Jakara Hitler&Cameron Burton � A � .
INITIATED AT* ENDED w
PUMP OR TUBING
TUBING FIELD-FILTERED" Y FILTER SIZE, �m
DEPTH IN WELL(feet), MATE
RIAL CODE-,HDPE Filtration Equipment T pe�:
e
FIELD DECONTAMINATION PUMP Y � t TUBING Y N, replace) DUPLICATE: Y N ................
.�
SAMPLE CONTAINED?SPECIFICATION SAM90LE PRESERVATION(including' °et ice) INTENDED SAMPLING SAMPLE PUMP
SAMPLE # MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL ANALYSIS AND/OR EQUIPMENT FLOW RATE
ID CODE CONTAINERS CODEUSED ADDED 1N FIELD..(mL)
PH METHOD CODE (mL per minute)
APP 3 CO 40 ML N(:L
VOAs APP
APP 1 AO 250 ML H2SO4 PAHIFL-PRO APP
APP 1 HDPE 250
ML HNO3 LEAD APP
mW "
REMARKS:
m .
MATERIAL CODES AG=Amber glass; CG=Clear Glass; HDPE=High Density Polyethylene; LDPE=Low Density Polyethylene; PP-PoIYpropYlene
•
S=Silicone; T=Teflon O=Other(Specify)
SAMPLING EQUIPMENT CODES. APP-After(Through)Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP( � ) p� P=Electric Submersible Pump;
RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); O=Other(Specify)
m
NOTES: 1. The above do not constitute all of the information required by chapter 62-150,P.A.C.
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212.SECTION 3
pH:+0.2 units Temperature:±0.2°C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or+10%(whichever is greater) Turbidity:all readings<20 NTU;optionally±5 NTU or+10%(whichever is greater)
DEP Form FD 9000-24: GROUNDWATER SAMPLING LOG
SITE ...... SITE
NAME:SUNSHINE GASOLINE DISTRIBUTORS ILOCATION-255 TAVERNIER STREET, FL
WELL NO:MW-1 SAMPLE ID-FDEP#44/8626406 DATEI:11/24/2025
PURGING DATA
WELL TUBING WELL SCREEN INTERVAL STATIC DEP TH PURGE PUMP TYPE
DIAMETER(inches),-2 DIAMETER(inches}-1 DEPTH:4feet to 14feet TO WATER(feet),-
........ OR BAILER",PP
WELflvo fiUME'�URGE: I WELL VOLUME (TOTAL WELL DEPTH STATIC DEPTH TO WATER) X WELL CAPACITY
(only ppcable)
14 feet- I feet) X 0.16 gallons/foot gallons
EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL. PUMP VOLUME+(TUBIN—GC A`WACITY X TUBING LENGTH)+FLOW CELL VOLUME
(only fill out if applicable)
gallons+ gallons/foot X feet)+ gallons = gallons
INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME
DEPTH IN WELL(feet),: 11S
DEPTH IN WELL(feet), (2 INITIATED AT': ENDED AT. PURGED(gallons),
CUMUL. DEPTH PH COND. DISSOLVED
TIME VOLUME VOLUME PURGE TO (standard TEMP,, (circle units) OXYGEN TURBIDITY COLOR ODOR
PURGED (�#dlellp nits)
p,rr)Ihas,(crn
PURGED RATE WATER
(CIC) (NTUs) (describe) (describe)
(gallons) units) mg I L or,
(gallons) (gpm) (feet)
%
.............
Ilk,
JC,
ry
.......................
rl
.............
.... ..........
...................................
I ...................
............
...............
.....I...........................................I
.....................
..........
WELL CAPACITY(Gallons Per Foot): 0.751%=0,02,� It$ 0,04; 1.25PI 0.06', 210 0.161; 311 0.37, 41$ 0.65; V1 1.02; 6$1 1,47", 1210-5.88
TUBING INSIDE DIA.CAPACIT�(,(Galfft '0,0006-, 3/161V=0.0014" 1/4'10=0.0026: 5/1601 6,,004, 3/800 0.006 1/209=0.010,wwwww5/8 0.016
PURGING EQUIPMENT CODES: B=Bailer; BP=Bladder Pum mm
p; ESP=Electric Submersible Pump; PP Peristaltic Pump,, 0=Other(Specify)
..............................
SAMPLING DATA
mmmmm
SAMPLED BY(PRINT)/A SAMPLING
FFILIATION-BTEX SAMPLER(S)SIGNATURE$SY
SAMPLING � µ �Jakara Miller&Cameron Burton
INITIATED AT'�� W.
ENDED AT.
PUMP OR TUBING TUBING FIELD-FILTERED' '........... : Y
FILTER SIZE.
DEPTH IN WELL(feet), MATERIAL CODE HDPE
Filtration Equipment Ty ff,
DUPLICATE:
FIELD DECONTAMINATION,-, Pump y TUBING Y (mpliacled) Y
ire) INTENDED SAMPLING SAMPLE PUMP
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(including' '
SAMPLE MATERIAL PRESERVATIVE TOTAL VOLINAL ANALYSIS AND/OR EQUIPMENT FLOW RATE
ID COD
i � VOLUME 1 F_ METHOD CODE (mL per minute)
E, C0N_TAI!,,,NERS COD USED ADDED IN FIELD
APP 3 CG �ww Lf M7-L)7
40 ML HCL VOAs APP
.....................
.............
APP 1 AG 250 ML H2SO4
PAHs/FL-PRO APP
'APP 1 HDPE 250 ML HNO3 LEAD APP
.........................
..........
J .............. ..........
REMARKS:
MATERIAL CODES,, AG=Amber Glass', CG=Clear Glass; HDPE-Hi h Density Polyethylene; LDPE Low Density Polyethylene; P 11 P Polypropylene,
S=Silicone; T=Teflon, 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic Pump; 13=Bailer; BP=Bladder Pump; ESP=..................Electric Submersible Pump,
RFPP=Reverse Flow P eristaltic Pump,, SM=Straw Method(Tubing Gravity Drain); 0=Other(Specify)
NOTES: 1. The above do not constitute all of the information required by Chapter 62-160,F.A.C.
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READIN_q§(SEE FS 221 g4lEgTiON 3�,
pH:+0.2 units Temperature:+0.2 OC Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or+10%(whichever is greater) Turbidity:all readings<20 NTU;optionally±5 NfUl or+10%(whichever is greater)
DEP Form FD 9000-24: GROUNDWATER ATEi SAMPLING LOG
SITE
SITE
NAME:SUNSHINE GASOLINE DISTRIBUTORS LOCATION:255 TAVERNIER STREET FL
WELL NO:MW=2 SAMPLE ID:FDEP#44/8626405 DATE. 11/24/202
5
FUDGING DATA
mmm _
Utl1=LL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE
DIAMETER inches) DIAMETER h.t s}„114 DEPTH 4 feet to 14 feet TO WATER(feet) CAR BAILER:PP
WELL VOLUME PURGE: 1 WELL VOLUME— (TOTAL WELL DEPTH -- ,STATIC DEPTH TO WATER)
R) X WELL CAPACITY
(only fill out if applicable)
14
TUBING CAPACITY X
} gallons/foot = gallons
feet-� m O.1
feet X
EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+ TUBING� mmmUBING LENGTH)+FLOW CELL VOLUME
(only fill out if applicable)
gallons+( gallons/foot X feet)+ gallons = gallons
TIN
GIN
m
"J"
INITIAL PUMP OR TUBING �.�.' FINAL PUMP OR TUBING ;n: d VI. G :.�� ,� PURGINGmmmWWWWW TOTAL VOLUME �
(feet):
ELL.(feet) ��� �� IATED AT: � ��� � ENDED AT: ��� " ��"� PURGED(gallons): '
DEPTH IN WELL DEPTH IN W
CUMULn
DEPTH COND., DISSOLVED
TIME VOLUME VOLUME PURGE TO pH TEMP, (circle units) OXYGEN TURBIDITY COLOR ODOR
PURGED (standard a (�,�1�units;)
PURGED RATE WATER ( C) OTPPVcMm NTUs describe
(gallons) (gallons} (gpm) (feet) units) - wg/ �,� } (describe) (describe}
I �" S1`crr�'
mmmmmmmmmmm
a a
to
wrv "
a °mm ..............
.. . ., m ..t�;..
01
m
i
r l
w m�
�ww
WELL CAPACITY Gallons Per Foot 0.75 0,02' ,9 r� fy r�„o
,�_ 1 0 04' — .�
( ): — _ r�.�r"= �y/� 3 =0 3?; 4 =0�65; 5 --'I o2• 6 1047" 12,"=5,88
1 1.25 0..06, it ��m,��� �r� !'1
1
TUBING INSIDE DIA.CAPACITY(Galfft.)gym 118"=0.0006; 3144=0,0014; 11401 0�,0026� 5115"=0,004; 3/8"=0�,006, 1/2 —0,.010' 51$"=0.016
PURGING EQUIPMENT CODES: B=Bailer; BP=Bladder Pump°; ESP=Electric Submersible pump; PP—WWPeristaltic Pump; O=Other ..
(Specify)
www
SAMPLING DATA
SAMPLED BY(PRINT}/AFFILIATIONS BTEX SAMPLER(S)SIG. TURE(S)w SAMPLING
SAMPLING �� 4
Jakara Miller&Cameron Burton ,r m a
' m INITIATED AT: ENDED AT,
FILTEW
:` um
PUMP OR TUBING TUBING FIELD-FILTERED. Y � R SIZE:
DEPTH IN WELL
MATERIAL CODE-HDPE Filtration Equipment Type
FIELD DECONTAMINATION: PUMP Y �'� 1S TUBING Y replac DUPLICATE:
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION inclu�._.-u..
( g et ice) INTENDED SAMPLING SAMPLE PUMP
din �. ANALYSIS AND/OR E
SAMPLE # MATERlA EQUIPMENT FLOW RATE
L PRESERVATIVE TOTAL VOL FINAL
ID CODE CONTAINERS � CODE VOLUME USED ADDED IN;FIELD�mL PH METHOD CODE (mL per minute)
APP 3 CG 40 ML HCL
VOAs APP
�mmm APP 1
ACC 250 ML H2SO4H 4 PAH /FL-PR.O APP
APP 1 HOPE 250 ML HNO3 LEAD APP
f
I
.wwww mm
REMARKS:
MATERIAL CODES: AG=Amber Glass
; CG=Clear Glass; HOPE=High Density Polyethylene; ...LOPE=Low Density Polyethylene; PP=Polypropylene;
Silicone; T=Teflon; O=Other(Specify)
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic Pump; B=Bailer; SP=Bladder Pump; ESP=Electric Submersible Pump;'
PP=Reverse Flow Peristaltic Pump; SCt1�-=Straw Method
od(Tubing Gravity Drain); O=Other(Specify)
NOTES. 1. The above do not constitute all of the information required by Chapter fit-160,F.A.C.
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE REAL n,ga(SEE FS 2212.. ECTm 3)
pH:+0.2 units Temperature:+0.2 OC Specific Conductance: +5% Dissolved Oxygen all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or+10%(whichever is greaten Turbidity:all readings<20 NTU;optionally± ,NTU or+ 10%(whichever is greaten
DEP Form FD 9000- 4: GROUNDWATER SAMPLING LOG
SITE SITE
mmmW
NAME:SUNSHINE GASOLINE DISTRIBUTORS LOCATION:255 TAVE NIER STREET F'L.
WELL NO:MV'V SAMPLE ID;FDEP 44/8626406 DAT E: 11/24/202
PURGING DATA
WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE
DIAMETER(inches);2 DIAMETER(inches),1/4 DEPTH:4 feet to 14 feet TO WATER(feet): CIi4l OR BAILER,,PP
w
WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH -- STATIC DEPTH TO WATER) X WELL CAPACITY
(only fill out if applicable)
( 14 feet- ( feet) X 0.16 gallons/foot = L allons.
EQUIPMENT VOLUME PURGE: 1 EQUIPMENT g
VOL. PUMP VOLUME+ TUBING CAPACITY X TUBING
( UBING LENGTH)+FLOW CELL VOLUME
(only fill out if applicable)
= gallons+( gallons/foot X feet)+ gallons = gallons
INITIAL PUMP OR TUBING FINIAL PUMP OR TUBING PURGING PURGING TOTAL.VOLUME a.
DEPTH IN WELL(feet): 1( �u DEPTH IN WELL(feet);: [C� ��� � � � �� �
( ) INITIATED AT: ENDI=D AT: PURGED(gallons):
CUMUL, DEPTH H COND. DISSOLVED
standard nits OXYGEN
TIME VOLUME p units) X a FTURBIDITY COLOR ODOR
VOLUME PURGE V TO TEMP, (circle
PURGED PURGED RATE WATER ( °C (��ol� n�s�)
( ) ���M os Crn (NTUs) (describe) (describe)
(gallons} (gallons) (gpm) feet units)
C
aTM
., . Al
f
@ w
Q
ww
m
m
' " rr ; rr 06, 2 — �?„ 3rr 0.3T; � —�},� , T rr„=5,88
1 ", rr- rr WELL CAPACITY Gallons Per Fvot 0.75 0.02, 1 =Om04' 1.25 -0. ,
TUBIN..... m�•- *`~ ", 11= 3/8"=0.006; 1/200=0,010, 5/8 =0.016
G INSIDE DIA,CAPACITY Gal./Ft. � 118 0�0006' 3/1f 0,0014°° 't14 0,�0026� 511f -0,004'
Q = rider Pump; ESP=Electric Submersible Pump, PP=Peristaltic Pump; 0=Other(Specify)
PURGING EQUIPMENT CODES B Bailer; BP Blawwwww
SAMPLING DATA
mmmmmmmm
SAMPLED BY PRINT /AFFILIATION,:BTEX
.fakara Miller&Cam ) SAMPLER(S)SIGNATU RE SAMPLING SAMPLING
Cameron Burton ,u � ""` � ,, m
� H INITIATED AT, ENDED AT. µ m
PUMP OR TUBING —TUBING MELD-FILTERED: Y (N^r) FILTER SIZE: µm
a
I DEPTH IN WELL(feet): MATERIAL CODE,
HDPE Filtration Equipment Type:
FIELD DECONTAMINATION: PUMP Y N TUBING Y (r �e lace DUPLICATE: Y
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(including
wet
Nl
ding wet ice) INTENDED SAMPLING SAMPLE PUMP
SAMPLE # MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL
ANALYSIS AND/OR EQUIPMENT FLOW RATE
DE CONTAINERS CODE
US ED ADDED IN FIELD�mL pH METHOD CODE (mL per minute)
APP 3 CG 40 ML . HCL VOAs
APP
...............
e
APP 1 ACC 250 ML H2SO4
PAHs/FL-PRO APP
APP 1 ..a.
HDPE 250 ML HNO3
LEAD APP
= ..N.,
I
nmmmmm
mmmm mmmmmmmmmmmm
REMARKS .....................................
MATERIAL CODES: AG-Amber Glass; CG=Clear Glass; HDPE=High Density Polyethylene-, LDPE-LC7W Density Polyethylene, PP--Polypropylene,
Silicone; T=Teflon; O=Other(Specify)
SAMPLING EQUIPMENT CODES: APP=A reverse Flow P After(Through)Peristaltic Pump; BP=Bladder Pump;B=Ballet; p; ESP W-Electric Submersible Pump;
��RFPP
e_ eristaltic Pump; SM=Straw Method(Tubing Gravity Drain); 0=Other(Specify)
R TES: I. The above do not constit ut all of the information required by Chapter 62-160,F.A.C. mmmmm .-
2. ,STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS SEE FS 2212.SECTION 3
pH:+0.2 units Temperature:+0.2°C Specific Conductance: +5% Dissolved Oxygen:all readings{20%saturation(see Table FS 2200-2)
optionally,±0.,2 mg/L or+10%(whichever is greater) Turbidity:,all readings<20 NTU;optionally±5 NTU or+10%(whichever is greater)
DEP Form FCC 900 -24: GROUNDWATER SAMPLING LOG
SITE
mmmmmmmmmmmmm
SITE
NAME:SUNSHINE SHINE GASOLINE E DISTRIBUTORS LOCATION:255 T'AVERNIER STREET, FL
WELL NO:II W-4 SAMPLE ID"FDEP#44/852 40 DATE: 11/24/2025
PURGING DATA
L mmmmmmmmwwwww m
WELL TUBING WE L SCREEN INTERVAL STATIC DEPTH PURGE PULP TYPE
DIAMETER inches DIAMETER inches)»'�/4
4 feet to 14 feet TO WATER(feet). 4ry OR BAILER:PP
� )" (inches): DEPTH„ :
WELL VOLUME PURGE. 1 WELL VOLUME- (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY
(only fill out if applicable)
( 4 feet-- w feet) X 0.16 gallons/foot � �� b, �� gallon
w EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME
(only fill out if applicable)
gallons
+WWW gallons/foot X feet)+ gallons = gallons
INITIAL PUMP OR TUBI
NG FINAL PUMP OR
TUBING PURGING i ;��,� PURGING TOTAL VOLUME
( DEPTH IN WELL(feet) i � INITIATED AT: ENDED AT: ��. PURGED(gallons):
DEPTH IN WELL feet)m
CUMUL. DEPTH COND.
DISSOLVED
VOLUME VOLUME PURGE TO pH TEMP. (circle units OXYGEN
TIME standard i ) TURBIDITY COLOR ODOR
PURGED PURGED RATE WATER ( units ((,C) �� o /ems �e i,,�units (NTUs) (describe) (describe)
(gallons) (gallons) (gpm) (feet) ) r /� � F g/L�
",. r
mn mILL
pOb
�f Ip,y�m q�'
Mw#
� q ry AAb��.
""" i # �w , c,ry•.u, UM mm n+ e.4P+! p1 W n.ry. Mm. .. "ro a",
M
ww mm�m
wwwww
i
WELL CAPACITY Gallons Per Foot 0 75" 0.02; 1'°=0.04, 1.25"=0y06° ,f-- _ 1r !7 r 1
( )� �' 2 016° _ m
mmm' 3 0 37 4 0 65
TUBING INSIDE DIA.CAPACITY(Gal./Ft' 1/8 0.000 3115 0.004, 114 0.0026 5/15 0��,0►04' 318 0"�,000; 1/2 0,�,00 5/8 0��,010
PURGING EQUIPMENT CODES: B-Bailer; BP
=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump; O=Other(Specify)
w
SAMPLING DATA
SAMPLED BY(PRINT)/AFFILIATION:BTE SAMPLE
SAM
R(S)SCG T'UR'�;(S)" SAMPLING .
Jakara Miller&Cameron Burton 1 PLING t " t,- .
INITIATED AT.- ENDED AT�: „ `
PUMP OR TUBING TUBING FIELD-FILTERED: "
: Y n�
t FILTER SIZE: µm
N WELL(feet), w MATERIAL CODE.HDPE q ment Tyke
DEPTH I Filtration E ucp
� � � ,
mm.
FIELD DECONTAMINATION: PUMP Y i�
TUBING Y DUPLICATE", Y
�y"
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(including wet ice) INTENDED SAMPLING SAMPLE PUMP
VOLUME _ ANALYSIS AND/OR EQUIPMENT FLOW RATE
SAMPLE # MATERIAL` . PRESERVATIVE TOTAL VOL FINAL
ID CODE CONTAINERS � CODE USED ADDED IN FIELD�mL1 � pH METHOD CODE (mL per minute)
APP CG 40 ML
H C L VOA
APP
w�
APP 1 AG [_250 M L H2SO4 PAHs/FL-PRO APP
W w
APP 1 FH-DPE 250 ML HNO3 LEAD APP
..r
�� mmmmmmmmmmm
a m
m wwwww
REMARKS.
MATERIAL CODES: AG=Amber glass; CG=Clear Glass; HDPE=High Density Polyethylene; LDPE=Low Density Polyethylene; PP=Polypropylene;
=Silicone; T=Teflon; 0=Other(Specify)
BP=B mm
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic Pump; B=Bailer; - ladder Pump; ESP=Electric Submersible pump
RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); 0=Other(Specify)
NOTES:r 'I♦ V The above do not,constitute all of the information required by Chapter 62-1/sK^ty 07 Frll®r(/���,Vr
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE�2212 SECTION 3
pH:+0.2 units Temperature:±0.2°C Specific Conductance: ±5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or±10%(whichever is greater) Turbidity:all readings<20 NTLI;optionally±5 N U or±10%(whichever is greater)
DEP Form FD 90 - 4: GROUNDWATER SAMPLING LOG
SITE SITE
m ....
NAME.SUNSHINE GASOLINE DISTRIBUTORS ,LOCATION,25 TA�VERNIE ;TREET, FL
.................
DATE: � �
WELL NO:NII - SAMPLE 1 : FDP#44/8525405 2025
PURGING DATA
WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE Wwwwwwww
PUMP TYPE
DIAMETER(inches)-2 DIAMETER.(inches):1 h4 DEPTH:4 feet to 14 feet TO WATER(feet); � � �� OR BAILER:PP
WELL VOLUM.........E P.. URGE 1 WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY
(only fill out if applicable)
( ')4 feet-- feet) X 0.16 gallons/foot
-PUMP VOLUME gallons
EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.
+(TUBING CAPACITY X TUBING LENGTH}+FLC}1N CELL VOLUME
(only fill out if applicable)
- gallons+( gallons/foot X feet +
m �
g ) gallons = gallons
INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING PURGING a" TOTAL VOLUME
DEPTH IN WELL(feet).. DEPTH IN WELL(feet)- t'tlm�,� �,µ INITIATED A,T,, � " � � ik
w
mmmmmwwwww
( )' ENDED AT; PURGED(gallons);'
m
� DISSOLVED
CUMUL. DEPTH COND.
VOLUME VOLUME PURGE pH OXYGEN
TIME TO � TEMP. (circle units) TURBIDITY COLOR ODOR
PURGED (standard �, c1:m�h��� uJt�'�)�
PURGED RATE WATER ( C) A.nll (NTUs) (describe) (describe)
(gallons) (gallons) (gpm) (feet) units) rn9�L ;
.mmm
g r tion
.................
..............
�mmmnnmmmm�ommi 9
mmmmmmmm mm m
m
1
mmmmm
m
.gym
E . 1. 2 0.16; .� 0.37, 4T� 0.ES;.�....�
�ww
( ���-0.02; �� 0,�04; �����=O.,OE; „� .,,,� 5"=1 02; 6�� 1,��7; 12��-5.8s�
TUBINCAPACITY Gallons Per Foot}, 0.7 y tl 'r !f
G INSIDE DIA.CAPACITY,,,(Gal./Ft, , 1/8 0.000E, 3/16 -0.0014: 1/4 -0m002E 5116 -0.0041 3/8'=0.006; 1/2""-0.010; 6/8"=0.01E
mmmmm
PURGING EQUIPMENT CODES: B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump; O=Other(Specify)
SAMPLING DATA
SAMPLED BY(PRINT')/AFFILIATION:BTEX SAMPLER( )SIGNATURE(S): SAMPLING � � SAMPLING a
mmmmm .W.
Jakara Miller&Cameron Burton
INITIATED AT: . ., ...
ENDED AT:
PUMP OR TUBING TUBING FIELD-FILTERED:
FILTER SIZE„ m
DEPTH IN WELL feet MATERIAL CODE-HDPE Filtration Equipment Type., .-
µ
" µy„
FIELD DECONTAMINATION: PUMP Y TUBING Y (fplaoe� ) DUPLICATE' Y N
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION
(including wet ice) INTENDED SAMPLING SAMPLE PUMP
FI-F MATERIAL PRESERVATIVE �T.
ANALYSIS AMID/OR EQUIPMENT FLOW RATE
VOLUME TOL VOL FINAL METHOD CODE (mL per minutelD CODE CONTQII�?F1? CODE DED FIELD(mL; H
USL A;D„ .
APP 3 CG 40 ML HCL
VC3As APP
A 1 I AG 250 ML H2 04 PAHs/FL-PC CJ APP
...............
'mom
APP HDPE 250 ML HNO3 LE
AD APP
T171
REMARKS:
MATERIAL CODES. AG=Amber glass; CG=Clear Glass; HDPE=High Density Polyethylene; LDPE=Low Density Polyethylene; PP=Polypropylene"
m
Silicone; T=Teflon; 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP-After(Through)Peristaltic Pump; B=Bailer; BP=Bladder
( g ) p; - rider Pump; ESP=Electric Submersible Pump;
PP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); 0=Other(Specify)
NOTES: 1. The above do not constitute all of the information required by Chapter 62-160,F.A.C.
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONS�ECU" I'" E READINGS(SEE F 2212 sEcTioN 3�
pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or±10%(whichever is greater) Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater)
C EP Form FD -24: GROUNDWATER SAMPLING LOG
SITE
SITE
NAME:SUNSHINE GASOLINE DISTRIBUTORS IBUTORS LOCATION-2 5 TAVERNIER STREET, FL
WELL O M -6 SAMPLE ID:FI EP#44/8626406 ATE- 1 1/24/2025
PURGING DATA
WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE
14 feet TO WATER(feet):(� )u m("nches)�:1/�4 DEPTH:4 feet to � � OR BAILER:PP
DIAMETER inches DIAMETER„m�m.~w
WELL
n L filv out
PURE; 1 WELL VOLUME= TOTAL WELL DE IC DEPTH TO WATER) X W
PTH STATIC mmmmwwwww
WELL CAPACITY
(only t if applicable)
( 14 feet— �° �� _.. a..
feet) �X 0.16 gallons/foot . :.
EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PLfMP_g0_LUME+( )TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME
gallons
(only fill out if applicable)
gallons+( gallons/foot X feet)+ gallons gallons
INITIAL PUMP OR TUBING FINAL PUM
P OR TUBING PURGING � .�� PURGING � �,��.� TOTAL VOLUME
DEPTH IN WELL(feet): � `, .
} DEPTH IN WELL(feet). .. INITIATED AT' ENDED AT. PURGED(gallons);
m . mm �w
CUMUL. DEPTH H COND. DISSOLVED
VOLUME OXYGEN TURBIDITY COLOR ODOR
standard mte nits NTUs describe
PURGED PURGED RATE WATER ( °C � � 4 ��
( ) Nam h /cam
units ( ) (describe) (describe)
(gallons) (gallons) ) o,m � "% �at��.
(g ) (g p ) (feet) � ��
mm on
-
a u
.max
q
x m 4
._ ry a ✓
qu .-
x
mq mi umuu �rvrv,�m'm'm
V
m
nnmmmmmmmm :
),, _ 02, 1 0.04• �25 0.06 2 0.1 _ _ 500
'llt1ELL CAPACITY(Gallons Per Foot tl.?5"-0 "— "_ „-- 6; 3"~0.37; 4"--0,65; =1.02; 611=1 w47; 12"=5.88
'�= "=0 0014; 1/4"=0.0020° r 004 3/8 -0.006° 2"=0.010
TUBING INSIDE dIA.CAPACITY GaI./Ft. 1l$ �} = � 'r- 518"=0,016
1„
f
Bailer; BP=Bladder Pump; ESP-Electric Submersible Pump; PP=Peristaltic Pump; 0=Other(Specify)
PURGING EQUIP'MEl'�T COLTS: B - wwwww
SAMPILING DATA
SAMPLED B'Y(PRmINT)1
AFFILIATION:BTEX SAMPLERS)S I�`NATURE(S):
Jakara Miller&Cameron Burton SAMPLING SAMPLING
� INITIATED AT ENDED AT: °
T ���� FIELD-FILTERED: ,) I m
PUMP OR TUBING � mm
UBCNG ILTERED: Y 6`�� FILTER SIZE,-
µ
DEPTH IN WELL(feet)'.. ;` MATERIAL CODE-HDPE Filtration Equipment Ty el
FIELD DECONTAMINATION", PUMP Y TUBING Y �pl�2 DUPLICATE,-, Y
u
N
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(including wet ice INTENDED SA
( 9 ) SAMPLING SAMPLE PUMP
SAMPLE # MATERIAL ANALYSIS AND/OR EQUIPMENT FLOW RATE
m
t. VOLUME PRESERVATIVE VOL FINAL METHOD r '
CD C�JDE QQN, INERC CODE USED ADDED IN FIELD(n� ) pH CODE ,mL per minute)
APP 3 CG 40 ML HCL _ VOAs APP
APP AG 250 ML .mm .
w mm.
H2SO4 PAHs/FL-PRO APP
pf
APP 1 HDPE 250 ML HNO3
LEAD
PP
w mmmmm
.m....mmmm
m:
�� mm
REMAR�S�
MATERIAL COLTS" AG=Amber Glass; CG=Clear glass; HDPE=High Density Polyethylene; LDPE=Low Density Polyethylene; PP=Polypropylene;
=Silicone; T=Teflon; 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP _ _ �"m�m
After(Through)Peristaltic Pump, B Bader BP Bladder ESP Electric Subm
p� p; - ersible Pump;
RFPP=Reverse Flow Peristaltic Pump; SM:Straw Method(Tubing Gravity Drain); O=Other(Specify)
NOTES. 1. The above do not constitute all of the information required by Chapter 62-160,F.A.C.
2. STABILIZATION CRITERIA FOR.RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS SEE FS 2212 SECTION 3
pH:+0.2 units Temperature:+0.2°C ,Specific Conductance: +5% Dissolved Oxygen.all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or+10%(whichever is greater) Turbidity.all readings<20 NTU;optionally±5 NTU or+10%(whichever is greater)
f_P ■ + r■■i FD 9000- 4: GROUNDWATER TE AM LING LOG
SITE SITE
NAME,SUNSHINE GASOLINE DISTRIBUTORS UTOI LOCATION:255 TAVERNIER STREET, FL
WELL NO;MW-7 SAMPLE ID:FDEP##44/862640 ATE: 11/24/2025
PURGING DATA
.............
WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE
DIAMETER(inches):2 DIAMETER(inches)"1/4 DEPTH:4 feet to 14 feet TO WATER(feet): .,. OR BAILER PP
WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH STATIC DEPTH TO WATER) X WELL CAPACITY mm
(only fill out if applicable)
= ( 14 feet- " feet) X 0.16 gallons/foot
GTH)+FLOWCELLVOLUME
gallons
.......................
EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL=PUMP VOLUME+(TUBING CAPACITY X ......... TUBING LE N � a
(only fill out if applicable)
gallons+( gallons/foot X feet)+ gallons = gallons
INITIAL PUMP OR TUBING FINAL PUMP OR TUBING
PURGING PURGING TOTAL VOLUME
DEPTH IN WELL feet i
DEPTH IN WELL(feet), � �°" ' PURGED(gallons);
INITIATED AT: ENDED AT-
PURGED
DEPTH H COND. DISSOLVED
VOLUME VOLUME PURGE TO p TEMP,. (circle units OXYGEN
TIME PURGED (standard �, ) �,(dr� nt�) TURBIDITY COLOR ODOR
PURGED RATE U(fe ER ( C) �,n o / � (NTUs) (describe) (describe)
(gallons) (gallons) (gpm) feet units) R /I -
( } � tx�°/cam ;� o�,���m
m m,� 'ara# n
m A "
„, ems.•' �,'" faro "°' ,
" a
4 J
i
mmmm„
m
4
E mmmm „„
WELL CAPACITY(Gallons Per .......... .................................
Foot). 0.75"=0,02; 1" 0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; ,C 0���,65; 5$0_1„02; 6$1 1�,,47; 12"=5,,,88
r
DIA.CAPACITY(Gal,/Ft.): 1/814=0,,0006; 3/16"=O 0014: 11—0,0020; 5116of-Q OU4; 318"'=0 005 112"=O.Ot 4; 518of=0.016
TUBING INSIDE
e 1/4"
PURGING EQUIPMENT CODES: B Bailer; BP Bladder Pump; ESP=Electric p;
ctric Submersible Pump; PP Peristaltic Pump; O Other eicf )
m mm
SAMPLING DATA
SAMPLING *
AMPLE:D BY PRINT /AFFILIATION.BTEX SAMPLER(S)SIGIAT
T,E(S):
Jakara Miller&Cameron Burton SAMPLING , ,
.m ..
INITITEDro. ENDED AT:
Ny rro AT"
- FIELD-FILTERED,, Y Mw
PUMP OR TUBING TUBING FILTER SIZE. µm
DEPTH IN WELL.(feet): MA
TERIAL CODE:HDPE Filtration E uipmen t Type:
FIELD DECONTAMINATION: PUMP Y TUBING Y lip" (re pl c,ed). DUPLICATE:, Y N"
„ SAMPLINGm ,�AM PL„, _
m
mmmmmmm
AMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(in-
includinc�wet ice) INTENDED � LE PUMP
SAMPLE # MATERIAL PREERVATIVETOTAL VOL FINAL ANALYSIS AND/OR EQUIPMENT FLOW RATE
ID CODE CONTAINERS CODE ........
VOLUME USED ADDED IN FIELD(mL) pH METHOD CODE (mL per minute)
APP 3 G 40 ML IHCL VOAs APP ...
„
APP AG 250 ML H2SO4
PAHs/FL-PRO APP
APP
1 HDPE 256..
L
03 LEAD APP
mm mmmm
j
i
REMARKS:
Hi
CG—Clear Glass; HDPE— h Density Polyethylene;MATERIAL CODES: AG Amber Glass; — .�
g tY y hylene; LDPE=Low Density Polyethylene; PP=Polypropylene;
S=Silicone; T=Teflon; O=Other(Specify)
After(Through)Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP Electric Submersible mm
SAMPLING EQUIPMENT CODES: APP=A p; ersible Pump;
RFPP=Reverse Flow Peristaltic Pump; M:Straw Method(Tubing Gravity Drain), O=Other(Specify)
NOTES: 1. The above d4 not constitute all of the information required
q by Chapter 02-1 60,F.A.C.
2. STABILIZATION CRITERIA FOR RANGE OF'"A IATION OF L.A�ST THREE CONSECUTIVE READING SEE F 2212 SECTION 3)
. units Temperature:+0.2 C Specific Conductance: +5/ Dissolved Oxygen:all readings<20%sate
p�.±02it T
P �' °� ration(see Table 1=S 2200-2);
optionally,±0.2 mg/L or+10%('whichever Is greater) Turbidity:all readings<20 NTU;optionally±5 WFLI or+ 10%(whichever is greater)
DEP Form FD 9000-24: GROUNDWATER SAMPLING LOG
SITE. wwww
_ mm
SITE
NAME-SUNSHINE GASOLINE DISTRIBUTORS LOCATION: TAEIESTET FL,
WE L NOm ICI W-8 SAMPLE ll): FDEP#44/8626406 DAT : 11/24/2025
PURGING DATA
WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE
DIAMETER(inches):2 DIAMETER(inches):1
"I 'I
A DEPTH:4 feet to 14 feet TO WATER(feet)* 0 OR BAILER:PIPi
WELL VOLUME PURGE: I WELL VOLUME (TOTAL WELL DEPTH STATIC DEPTH TO WATER) X WELL CAPACITY
(only fill out if applicable)
14 feet— Tf �af feet) X 0.16 gallons/foot �, gallons
EQUIPMENT VOLUME PURGE: I EQUIPMENT V6 C.........................=-PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOI_UiV E......................
(only fill out if applicable)
gallons+ gallons/foot X feet)+ gallons gallons INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME
DEPTH IN WELL(feet),
DEPTH IN WELL(feet): INITIATED AT: ENDED AT: PURGED(gallons)-
CUMUL. DEPTH COND. DISSOLVED
VOLUME PURGE TO pH F C OXYGEN
TIME VOLUME TEMP. (circle units) TURBIDITY COLOR ODOR
PURGED PURGED RATE (standard (0 �.Jmle,unit's)
WATER (OC) (NTUs) (describe) (describe)
units) mg, ""qf�(gallons) (gpm) (feet oLf 4,14,S)c 1,"'/` I "''6A-,n,,TU' tion
4
.............
.............. 11 I
qV
Z.
mmmm
et
............. .........
.................................
................................................
........................................................... ...........
................................................................ ...................................
..........
............... ..............................=
WELL CAPACITY(Gallons Per Foot): 0.76" 0,02; 1 0,04; 1.26 0.06; 209 0.16, 39$ 0.37, 4" 0,651" 5$1 1.02; 67F 1.47, 121)=5,88
- "I — to to to -1 3/8,0 =0.010" 5/810=0.016
TUBING INSIDE DIA.CAPACITY(Gal. t,,), 1/8 0.0006, 3/16 =0.0014 1/4 =0,,0026; 5/16 =6,,,004 0.006" 1/2
PURGING EQUIPMENT CODES:mmm „mmmm B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP Peristaltic Pump; 0=Other(Specify)
SAMPLING DAf;�_
SAMPLED BY(PRINT)/AFFILIATION-BTEX SAMPLER(S)SIGNATURE(S):
1 SAMPLING SAMPLING Jakara Miller&Cameron Burton ( C�
INITIATED AT"' AT: j,
0 R,�P`f 040t 01W,4 ENDED
41 I'll -----------
PUMP OR TUBING I r,
TUBING FIELD-FILTERED, Y FILTER SIZE,: gm
DEPTH IN WELL(feet): MATERIAL CODE,HDPE Filtration Equipment'Typ�,.,.
FIELD DECONTAMINATION: PUMP Y TUBING Y 0,10,11,114(re4.
placed) DUPLICATE,: y
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION(including wet ice) INTENDED SAMPLING SAMPLE PUMP
AMPLE WT_ERIALL_� VOLUME ""Pi�ESERVATIVE...................... TOTAL VO lw L F1 11 NAL ANALYSIS AND/OR EQUIPMENT FLOW RATE
METHOD CODE (mL per minute)
It}CODE CONTAINERS CODE USED ADDED IN FIELD(mL) PH I I I I
APP 3 CG 4`6...........WE HCL VOAs APP
PIP 1 AG 250 ML H2SO4 PAHs/FL-PRO APP
APP 1 HDPIE 250 ML HNO3 LEAD APP
z
SPECIFICATION T-RI F—Fl,
VOLUMTE ADDED
APP
APP
.......... ....... Z.,
. ...........
............... .........................................................
REMARKS:
..........
MATERIAL CODES., AG Amber Glass; CG Clear Glass; HDPE=High Density Polyethylene, LDPE=Low Density Polyethylene; PP Polypropylene;
S=Silicone; T=Teflon; 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump;
RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain) 0=Other(Specify}
. .............. I,
NOTES: 1. The above do not constitute all of the information required by Chapter 62-160,F.A.0- —----
2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212.SECTION 3)
pH:+0.2 units Temperature:+0.2 OC Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally,±0.2 mg/L or+10%(whichever is greater) Turbidity:all readings<20 NTU;optionally±5 NYU or+10%(whichever is greater)
FIELDST E T CALIBRATION RECORDS'-C
Project Site/FacID:
AllY,Y- v
T, tag
Calibrated by(Print)/Af�jllation: ��" � �"'��I
` 1d(° o te pY gula'), � ,.on this ge
kil
"U (REFERENCE.-DEP SOP FT 1000
) CV3eterjlnstrurrrent dame and Unique ID.
�'W=0. -10 NTU+/.1.0 o
Std=11 40-NTU 4.- �
z
j.�8/ Std=41-10�.
WlJ ��/6 s >i u 1-5
St
_ F
CAL �� 'CC'V initials Date
Time Standard NTU
Exp.Gate C.c�t#
Res onse(NTU
� Dev�atian�o
� Pas
s
or Fail ICV CCV
CAC. ICV CCV � � � � �
f
u
CAL ICV CCV
_
'CAL ICV CCVfit F
CAL ICV CCV --
e
CAL ICV CCV
CAL ICV CCV
F
a
CAL 1CV CCV -- °°
CALL ICV CCV P F
--
CAL ICV CCV v _ _ _ P F
CAL ICV CCV
CAL 1CV CCV ` --
CAL ICV CCV - --
cot Irit rr"/ F, F
CAC. ICV CCV
P F
pH(REFERENCE.-DEP SOP ET 1100) ;
A►CCe,p►ta nee Criteria 4,0.2' SU '
U6
Meter/Instrument Name and Unique CQ.
�m
CAL i iCV CCV Initials � Date i Time Standard(Sty) Ex _
p.Date E.at#� Response(5U) Deviation�SU� Pass or Fail
CAL 1CV CCV l
4 .. ..,.
i
Ito
CAL 1CV CCV I o
A
CAL
r�+�.�/ �"'�`'�/
W�
CAL ICY CCV
u
CAL 1CV CCV cp) F
CAL 1CV
CCV
100 F
CAL 1CV CCV
CAL ICV CCV
x
F
CAL ICI! CCV
..,....
CAL ICV CCV
__
CAL 1CV CCV ---
-��CAL 1CV CCV
P
CAL ICV CCV LL
CAL ICV CCV
CAL 1 CV CCV ----
........
CAL lCV CCV — ---- --
P F
Perform 1CVs and CCVs only in"READIRUNII made.
CAL-Calibration;1CV-Initial Calibration Verification;.and,CCV-Continuing .Calibration Verification.
Deviation % =100-{(Response/Standard) 1001
'Version Crate,November 2021
FIELD INSTRUMENT CALIBRATION RECORD -CALIBRATION LOG'-PRP
f
Project Site/Fact D.
r.
Boldly"X"this bo;,ff there is
Calibrated'by(Print)/Af iiiatio�n: �� alljfPd tf�is f eu
�
I
Temperature(Quarterly) Date of Last Temp Verification: See log boob.
DISSOLVED OXYGEN(DO)(REFERENCE:DEP SOP FT 1500) Acceptance Criteria+/-0.3 mg DO/L
Meter/instrument Name and Unique ID: A
Standard Temp DO Saturation Response Da Response Deviation
CAL ICV CCV Initials Date Time DO% *�`
} C mg/L(100%} N mg DO/L mg DO/L Pass or Fail
°
CAL ICV CCV ° / F
i
CAL ICl/ CCV 100%, P F
CAL 1 CV CCV FYI
} u
F
CAL ICV CCV 100% P F
CAL ICV CCV 100% P F
CAL ICV CCV 100% P F
`*See Tabie FS 2200-2 and/or Table FT 1500-1 for Dissolved Oxygen 100/a Saturation(mg/L)corresponding to Temperature.
SPECIFIC CONDUCTANCE(REFERENCE:DEP SOP FT 1200) Acceptance Criteria+/-S%the standard
Metes/instrument Name and Unique ID:
CAL ICI, CCV Initials Date Time Standard Exp.Date Lot# Response Deviation % Pass or Fail
G mho/cm} Wmho/cm)
CAL ICV CCV �. LA F
!Fr
CAL ICV CCV
l�
u r n
F
CAL ICV CCV P F
wwwww�
rll r
i Iw
CAL ICV CCV F
� �II u
rA
CAL ICV CCVI r, .. F
CAL ICV CCV P F
CAL ICV CCV P F
CAL ICV CCV P F
CAL ICV CCV P F
NIPPON
OXIDATION-REDUCTION POTENTIAL(ORP) Acceptance Criteria+/-10 mV
REFERENCE:EPA Region 4,Operating Procedure,Field Measurement of Oxidation-Reduction Potential(ORP)
Meter/Instrument game and Unique ID:
CAL ICV CCV Initials Date Time Standard(mV) Exp.Date Lot# Response(mV)J Deviation(mV) Pass or Fail
CAL ICV CCV P F
CAL 1 CV CCV P F
CAL I CV CCV p F
CAL ICV CCV P F
CAL ICV CCV P F
CAL I CV CCV P F
I
Perform ICVs and CCVs only in"READ/RUN" mode.
CAL.-Calibration;ICV-Initial Calibration Verification;and,CCV-Continuing Calibration Verification.
Deviation 4% =100-{(Response/Standard)*1001
Version Date:November 2021
APPENDIX C
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FLORIDA DEPARTMENT OF
Governor
Enwronmental Protection Jay Collins
Lt.Governor
� Southeast District Aleids A.Lambert
IV T AL 2796 Overseas Highway,Suite 221 Secretary
Marathon, FL 33050
305-289-7070
November 5, 2025
Mario Zamora, Project Manager
Sunshine #383
91860 Overseas Hwy
Tavernier, FL 33070
.. z , i..ra )S u11 s .e ...gas ry �i'n if ..
Re: Return to Compliance Letter
Sunshine #383
Regulated Storage Tanks Facility ID No.: 8511985
Monroe County
Dear Mr. Zamora:
Department personnel conducted an inspection at your facility on October 7, 2025. Based on the
information provided during and following the inspection, the facility was determined to be in
compliance with the Department's rules and regulations. Any noncompliance items which may
have been identified at the time of the inspection or at previous inspections have been corrected.
The Department appreciates your efforts to maintain this facility in compliance with state and
federal rules. Should you have any questions or comments, please contact Lily Gron at 305-289-
7080 or via e-mail at I�,�. r n r a . or ,,,,,, ,,,,,®" k ,,, i .
Sincerely,
M'Liss Bordelon, Environmental Administrator
Southeast District
Florida Department of Environmental Protection
ec: M'Liss Bordelon, FDEP it r (�c � .1ori .a� „ .
Lily Gron, FDEP i1. . Tr � 1 o ri .
Vanessa Pa acio, Sunshine Gasoline V an ssa s one s m n .co i n�
Barbara Ruiz, Service Station Maintenance 1 i....................................................................................... ssr� n .c
www.F70rida1_,VW7.(.. ,
mr ii III J1UI1'1 rJr1111„1���u�U"ln�IOi I�11J,�/�J�I;110/ it i»�I�CJ�1�11( rhIll r,U���1�l,i.11)
1JIO,l1L11 ��1�1J1 11DUU,+IN
A VA Enginearing and Environmental Company 205 N.Armenia Ave.,Ste 102 Tampa,FL 33609 Phone 813.658.8823 Fax 888.694.2822
November 6, 2025
Mr. Christian Correia
Staff Scientist
FDEP Petroleum Restoration Program - Team 5
NorthStar Contracting Group, Inc.
2760 S. Falkenburg Road
Riverview, FL 33578
Sent via e-mail: .ccorreia@northstar.com
Re: Task 2 Deliverable
Natural Attenuation Monitoring (NAM) Report
Sunshine #323
92439 Overseas Hwy
Tavernier, Monroe County, FL
FDEP Facility ID#: 44/8511949
Discharge date: 07/10/1991(PCPP/1 0), 06/19/1995
Purchase Order#: C571 DO
MAS Project#: M 51399
Dear Mr. Correia:
MAS Environmental, LLC (MAS) is pleased to provide this Natural Attenuation Monitoring
(NAM) Report for the above-mentioned site.This work was completed under FDEP Purchase Order
#C571 DO. Herein are a brief site background, a summary of the field activities, and an evaluation
of the field and laboratory analytical results.A site plan is presented as Figure 1. The goal of these
activities was to determine if the eligible EDI discharge qualifies for closure.
SITE AND DISCHARGE HISTORY
A review of the Florida Department of Environmental Protection (FDEP) Storage Tank
Contaminated Facility Database reported that the site currently contains three (3) 8,000-gallon
underground storage tanks (USTs) listed as in service, installed in February of 1997, one containing
diesel fuel and two 8,000-gallon unleaded gasoline. Historical USTs are listed as three (3) 8,000
gallon containing unleaded gasoline installed in December of 1976 and reported as removed in
1997.
On June 25, 1991, Evans Environmental Service conducted a tightness test on all three tanks. The
results indicated a leak rate of less than 0.05 GPH in each tank. A Discharge Reporting Form dated
December 23, 1991, was filed following monitoring well testing that indicated a release of an
unknown amount of unleaded gasoline, the date recorded as the date of discovery is reported as
July, 10,1991.
A Contamination Assessment Report dated October 20, 1992, by U.S. Environmental Group
conducted an OVA screening that identified the presence of excessively contaminated soils
around the UST area. The total volume of excessively contaminated soils at the site was estimated
to be 550-600 cubic yards. Additionally, groundwater testing identified that the groundwater at
the site was found to be contaminated with volatile organic hydrocarbons including benzene, and
MTBE. The contamination area was found to spread in all directions with a general tendency to
the north and southwest of the existing UST area.
A second discharge was reported on June 19, 1995,that resulted from leaks within the distribution
piping connecting the USTs to the dispensers. Due to this discharge, free product, or light non-
aqueous phase liquid (LNAPL) was detected in the UST compliance wells and a significant increase
occurred in the dissolved concentrations detected in the site monitoring wells as a result of this
discharge.
An Initial Remedial Action Report (Hauber Enterprises, Inc., July 26, 1995) documented free
floating product from monitoring wells MW-1, 2, 3 and 4. Two trenches were dug alongside the
UST area. Excavated soils were stockpiled onsite and product was removed from the four
monitoring wells utilizing a recovery trailer. A total of 1,000 gallons of petroleum contact water
was removed from the wells. The report additionally documents the repair of damaged piping
and tank testing.
A Contamination Assessment Report Addendum (Gold Coast Environmental Services, October
1995) documents the presence of impacted soils within and surrounding the UST area and the
presence of impacted groundwater within wells adjacent to the UST area.
In April of 1997, the USTs w0ere replaced to the current configuration and in the same location as
the removed tanks. A Tank Closure Report was not available within the online records, however
subsequent reports document the activities as the removal and disposal of 393.18 tons of
impacted soils and 3,460 gallons of petroleum contact water were removed from the excavation.
A Groundwater Sampling Report (Envirospec, Inc., dated January 16, 2012) reported groundwater
sample collection. A groundwater-sampling event identified that the site was no longer impacted
by dissolved phase petroleum constituents from the former discharge of petroleum products. Soil
Sampling was not documented within the report.
In 2020, GLE installed four (4) shallow monitoring wells (MW-1 R through MW-4R) and advanced
sixteen (16) soil borings (SB-1 through SB-16)and collected six soil samples for laboratory analysis.
Laboratory analysis did not report exceedances of soil cleanup target levels in any of the soil
samples analyzed. In 2020, Groundwater samples were collected from monitoring wells MW-1 R
LSSI NAM—Sunshine#323
Facility I D#:44/8511949
91i GNU i t f/°.Ul( /11 �IU�/IIIII%m.�ioin
MAS Project#:M51399 IIII�III��IIIIIIII/1�III�,�(�,,,
Ak NOVA Ffthieodng mnd Csa konmontal Company
through MW-4R, MW-5 through MW-7, MW-11 and MW-12. GCTL exceedances were reported in
MW-3R (benzene 1.5ug/L).
An LSSI Site Assessment Report (SAR) dated January 14, 2025 was submitted by MAS along with
supplemental information that was approved by the FDEP in correspondence dated March 3,2025.
According to the report, no soil impacts were identified, and slight groundwater impacts were
identified in a single monitoring well, MW-8R and additional groundwater monitoring was
recommended. The FDEP also recommended the installation of a deep monitoring well in the
vicinity of MW-3R.
The installation of the deep monitoring well and continued groundwater monitoring is the subject
of this NAM Report.
Potable Wells
A potable well survey was completed by the Florida Department of Health (FDOH) in 2013. The
survey did not identify any small private wells within 'A mile radius of the site or any public
supply wells within a 1/2 mile radius of the site.
CURRENT FIELD ACTIVITIES
Quality Assurance
Field activities were conducted in general accordance with FDEP standard operating procedures
and industry accepted practices.The groundwater sampling was performed in general accordance
with FDEP standard operating procedure 01/001 FS — 2200.
Groundwater Sampling Activities
On October 2, 2025, groundwater samples were collected from monitoring wells; MW-1 R, MW-
2R, MW-3R, MW-4R, MW-5, MW-8R, MW-10R and MW-14D. Prior to sampling,the depth to water
was measured in each monitoring well.
Following sample collection, the groundwater samples were placed in dedicated containers on
ice, and delivered to Jupiter Environmental Labs, Inc (Jupiter). The groundwater samples were
analyzed for the presence of BTEX/MTBE using EPA Method 8260 and PAHs using EPA Method
8270. The sample collected from MW-14D was also sampled for TRPHs using State Method FL-
PRO. The samples collected from MW-1 R, MW-2R, and MW-4R were also sampled for Total Lead
using EPA Method 200.8.The completed groundwater sampling logs and field notes are included
in Appendix A.
LSSI NAM—Sunshine#323
Facility I D#:44/8511949
91i GNU i t f/°.Ul( /11 �IU�/IIIII%m.�ioin
MAS Project#:M51399 IIII�III��IIIIIIII/1�III�,�(�,,,
Ak NOVA Ffthieodng mnd Csa konmontal Company
SUMMARY OF RESULTS
Groundwater Elevation and Groundwater Flow
On October 2, 2025, the depth to groundwater in the monitoring wells ranged from 0.55 to 2.3
feet below top of casing (ft btc).The direction of groundwater flow was determined to be primarily
towards the west/southwest as shown in Figure 2.A summary of the groundwater elevation data
is presented as Table 3.
Groundwater Analytical Results
The groundwater analytical results from the sampling dated October 2, 2025 identified
benzo(b)fluoranthene, dibenzo(a,h)anthracene, and indeno(1,2,3-cd)pyrene in excess of their
respective groundwater cleanup target levels (GCTLs) in the groundwater sample collected from
MW-5. No other targeted petroleum constituents sampled were detected in excess of their
respective GCTLs in the remaining monitoring wells sampled during this event. A summary of the
groundwater analytical results is provided in Tables 4A through 4C and presented on Figure 3.
The laboratory analytical report is included as Appendix B.
LSSI NAM—Sunshine#323
Facility I D#:44/8511949
91i GNU i t f/°.Ul( /11 �IU�/IIIII%m.�ioin
MAS Project#:M51399 IIII�III��IIIIIIII/1�III�,�(�,,,
Ak NOVA Ffthieodng mnd Csa konmontal Company
CONCLUSIONS AND RECOMMENDATIONS
• The direction of the groundwater flow beneath the site on October 2, 2025 was observed
to be towards the west.
• Groundwater analysis results dated October 2, 2025 identified benzo(b)fluoranthene,
d i benzo(a,h)a nth racene, and i ndeno(1,2,3-cd)pyrene in excess of their respective GCTLs in
the groundwater sample collected from MW-5.
Based on the results presented herein, groundwater impacts with slight exceeds nces of their
respective GCTLs, but below their Natural Attenuation Default Source Concentrations, were
detected in MW-5. Based on these results, MAS recommends continuing the groundwater
monitoring efforts at the site for at least two (2) additional quarters of sampling to determine if
the slight groundwater impacts will decrease to below GCTLs and qualify the site for an NFA
designation.
Please contact Edward Marks directly should you have any questions at (813) 658-8823, or by
email at emarks@mas-env.com.
Sincerely,
MAS Environmental
M
Edward Marks, P.G.
LSSI NAM—Sunshine#323
Facility I D#:44/8511949
91i GNU i t f/°.Ul( /11 �IU�/IIIII%m.�ioin
MAS Project#:M51399 IIII�III��IIIIIIII/1�III�,�(�,,,
Ak NOVA Ffthieodng mnd Csa konmontal Company
FIGURES &TABLES
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.
LSSI SAR—Sunshine#323
Facility ID#:44/8511949
MAS Project#:M51399
ENVIRONMENTAL, LLC
BUILDING
POWER LINES
c
MW-11 U.S. 1 FENCE
c� UNDERGROUND NORTHBOUND
CONTROL LINES MW-7
MW-13
�o
ISP SER ISLAND
MMW-1 R MW-2RR
CONCRETE \
� 1
\ ROCKS
I I
ACTIVE TANK FARM 1 eW-8� � -8 I I _
MW-6 CANOPY '000""'o�
C W-1
1
MW-1 DR
CONCRETE
(D
MW-3R MW-4R
Q
Q DW-9DR D -9
ASPHALT MW-14DR
MW-5
(D
MW-12 C E M EX
WOODED AREA
LEGEND
Z MONITORING WELL LOCATION
MW-1 AND DESIGNATION
ABANDONED MONITORING WELL
MW-1 LOCATION AND DESIGNATION
Q DEEP MONITORING WELL
DW-1 LOCATION AND DESIGNATION
0' 20'
APPROXIMATE SCALE
OHU OVERHEAD UTILITY LINE 1 =20'
SUNSHINE#323 FIGURE
„u�aoP «E,o,a 92439 OVERSEAS HIGHWAY SITE MAP 1
TAVERNIER,MONROE COUNTY,FLORIDA PROJECT No.
FDEP FAC.ID.NO.:44/8511949 M51399
BUILDING
POWER LINES
c
MW-11 U.S. 1 FENCE
�o
NORTHBOUND
c MW-7
MW-13
�o
ISP SER ISLAND rn
(2.21)
(1.14) Q
MW-1 R MW-2R
CONCRETE \
(D
� 1
\ ROCKS
I
A TIV TA K FARM 1 42.30)
I � _� R
MW-6 CANOPY \
C)
I I 1 W-1
MW-1 DR
- - - - - - - - � (1.26)
CONCRETE
(1.08) (D
MW--3R MW-4R
�Q (0.55)
MW-14DR
DWWQ9DR 9
(0.71) O
MW-5
(0.90)
MW-12 C E M EX
�c90
WOODED AREA
LEGEND
O MONITORING WELL LOCATION
MW-1 AND DESIGNATION
ABANDONED MONITORING WELL (3.70) GROUNDWATER ELEVATION
MW-1 LOCATION AND DESIGNATION
3.75 WATER TABLE CONTOUR
Q DEEP MONITORING WELL
DW-1 LOCATION AND DESIGNATION FLOW DIRECTION
NOT USED IN CONTOUR
0' 20'
APPROXIMATE SCALE
OHU OVERHEAD UTILITY LINE 1 =20'
SUNSHINE#323 GROUNDWATER ELEVATION FIGURE
m-pi S" 92439 OVERSEAS HIGHWAY 2
�����u,,�",d8,, ti���a,ili,�, TAVERNIER,MONROE COUNTY,FLORIDA CONTOUR MAP (10/02/25) PROJECT No.
A NOVA En9...11 ftand Fn11--MW Company FDEP FAC.ID.NO.:44/8511949 M51399
MW-2 MW-2R MW-2R MW-2R MW-2R
06/14/94 04/30/20 07/16/24 06/16/25 10/02/25
MW-7 MW-7 MW-7 2140 0.30 U 0.400 U 0.400 U 0.400 U
BUILDING 09/11/95 12/15/11 04130120 910 0.33 U 0.400 U 0.400 U 0.7501
2650 0.64 U 0.30 U 1460 2.8 0.9501 0.8301 1 1.47
4510 0.66 U 0.33 U 15100 3.51 0.800 U 0.800 U 2.361
1090 0.73 U 0.30 U 2800 0.51 U 0.400 U 0.400 U 0.400 U
POWER LINES 5240 0.76 U 2.1 U NS 790 U 4471 NS NS
98900 0.53 U 0.51 U NS 1.51 0.417 0.419 0.37
c� MW-11 MW-11 MW-11 MW-1 MW-1 R MW-1 R MW-1 R MW-1 R NS NS 890 UVNNORTHBOUND
NS 8.2 0.701 0.611 0.117
09/11/95 12/15/11 04/30/20 06/14/94 04/30/20 07/16/24 06/16/25 10/02/25 NS 0.1 U 0.29 UNS 1.3 I 0.048 U 0.050 U 0.0571
2046 0.64 U 0.10 U MW-11 1750 0.30 U 0.400 U 0.400 U 0.400 U NS 0.3 U 0.19 U FENCE
0 403 0.66 U 0.50 U 260 0.33 U 0.400 U 0.400 U 0.6501 NS 0.3 U 0.68 UU.S.
c� 414 0.73 U 0 U 5185 2.1 U 10.4 5.46 0
.400
1.
619 0.76U 1.OU 1.231
/
103717 0.53 U 0.50 U 2220 0.51 U 0.400 U 0.400 U 0.400 U
NS NS 840 U NS 840 U 385 U NS NS
coo NS 0.1 U 1 0.29 U NS 0.29 U 1.5 1.19 0.137
NS 0.3 U 1 0.19 U NS 0.19 U 0.376 0.374 0.046 U MW-7
/ NS 0.3 U 1 0.68 U NS 0.68 U 0.281 0.244 0.0481
MW-8 MW-8R MW-8R MW-8R MW-13
s° 09/11/95 11/21/24 06/16/25 10/02/25
S P S E R ISLAND 70.2 0.400 U 0.400 U 0.400 U
13.3 0.400 U 0.400 U 0.400 U
1174 7.88 1.51 0.400 U
266 0.8001 0,800 U 0,800 U
/9 MW-1 R MW-2R 7587 0.400 U 0.400 U 0.400 U
NS NS NS NS
CONCRETE NS 4.52 0.89 0.17
NS 29.00 1 7. 1 .26
r / \ NS 9.72 1 0.050 U 1 0.048 U
I I ARGE
ROCKS
I I
ACTIVE TANK FARM
I I _
M -6 �
CAN 0 PY
I I I 1 W-1
\ / MW-4R MW-4R MW-4R MW-4R M -1 R
04/30/20 07/16/24 06/16/25 10/02/25
CONCRETE 0.30 U 0.400 U 0.400 U 0.400 U
0.33 U 0.400 U 0.400 U 0.5401
1.8 0.400 U 0.400 U 0.400 U
2.1 U 0.800 U 0.800 U 0.800 U
MW-3R MW-3R MW-3R MW-3R MW-3R MW-3R MW-4R 0.51 U 0.400 U 0.400 U 0.400 U
MW-6 MW-6 MW-6 800 U 385 U NS NS
09/11/95 12/15/11 04/30/20 04/30/20 07/16/24 11/21/24 06/16125 10IO2/25 1.01 0.046 U 0.050 U 0.046 U
1.5 0.400 U 0.400 U 0.400 U 0.400 U 10.6 0.046 U 0.050 U 0.046 U
154 0.64 U 0.33 U 1.4 0.400 U 0.400 U 0.400 U 0.640 I DW-9DR 0.86 I 0.046 U 0.050 U 0.046 U
BDL 0.73 U 0.33 U 0.50 U 0.400 U 0.400 U 0.400 U 0.400 U MW-14DR
4.32 0.73 U 2.1 U 1.0 U 0.800 U 0.800 U 0.800 U 0.800 U
4.32 0.53 U .5 U 0.50 U 0.400 U 0.400 U 0.400 U 0.400 U
1160 0.53 U 0.51 U 790 U 385 U NS NS NS MW-9D DW-9DR DW-9DR
NS NS 800 U 790 U 0.048 U NS 0NS 0.NS I W-5 09/11/95 07/16/24 11/21/24
NS NS 0.29 U 0.19 U 0.048 U NS 0.046 U 0.046 U 7.64 0.400 U 0.400 U
NS NS 0.19 U 0.68 U 0.048 U NS 0.065 I 0.088 I 35 0.400 U 0.400 U
NS NS 0.68 U 4.24 0.400 U 0.400 U
MW-5 MW-5 MW-5 MW-5 19 0.800 U 0.800 U
12/15/11 04/30/20 06/16/25 10/02/25 191 0.400 U 0.400 U
MW-12 0.64 U 0.30 U 0.400 U 0.4007 NS 400 U NS C E M EX
0.66 U 0.33 U 0.400 U 0.5701 NS 0.048 U NS
0.73 U 0.30 U 0.400 U 0.400 U NS 0.048 U NS
0.76 U 2.1 U 0.800 U 0.800 U NS 0.048 U NS
MW-12 MW-12 MW-12 0.53 U 0.51 U 0.400 U 0.400 U
09/11/95 12/15/11 04/30/20 NS 820 U NS NS
4559 0.64 U 0.10 U NS 0.29 U 0.106 U 0.046 U
12071 0.66 U 0.50 U NS 0.19 U 0.050 U 0.046 U MW-14D MW-14D MW-10R MW-10R MW-10R
2024 0.73 U 0.50 U NS 0.68 U 1 0.050 U 1 0.046 U 1 06/16/25 10/02/25 07/16/24 06/16/25 10/02/25
6643 0.76 U 1.0 U 0.400 U 0.400 U 0.400 U 0.400 U 0.400 U
15534 0.53 U 0.50 U 0.400 U 0.470 U 0.400 U 0.400 U 0.6001
NS NS 830 U 0.400 U 0.400 U 0.400 U 0.400 U 0.400 U
NS NS 0.29 U 0.800 U 0.800 U 0.800 U 0.800 U 0.800 U
NS NS 0.19 U 1 0.400 U 0.400 U 0.400 U 0.400 U 0.400 U
NS NS 0.68 U 370 U 385 U 385 U NS NS
0.046 U 0.046 U 0.046 U 1 0.046 U I0.045 U
0.046 U 0.046 U 0.046 U 1 0.046 U I 0.045 U
0.046 U 0.046 U 0.046 U 0.046 U 0.045 U
WOODED AREA
LEGEND MW-1 SAMPLE DESIGNATION
MONITORING WELL LOCATION 05/15/17 SAMPLE DATE
1 BENZENE CONCENTRATION(ug/L)
MW-1 AND DESIGNATION ESTIMATED GROUNDWATER 40 TOLUENE CONCENTRATION(ug/L)
30 ETHYLBENZENE CONCENTRATION(ug/L)
ABANDONED MONITORING WELL
IMPACTS PLUME(EXCEEDS GCTLs) 20 TOTAL XYLENES CONCENTRATION(ug/L)
MW-1 LOCATION AND DESIGNATION 20 MTBE CONCENTRATION(ug/L)
5000 TRPH CONCENTRATION(ug/L)
Q DEEP MONITORING WELL 14 NAPHTHALENE CONCENTRATION(ug/L)
28 1-METHYLNAPHTHALENE CONCENTRATION(ug/L)
DW-1 LOCATION AND DESIGNATION 28 2-METHYLNAPHTHALENE CONCENTRATION(ug/L)
NS= NOT SAMPLED
BOLD VALUES HIGHER THAN FDEP'S GCTLs
U= COMPOUND WAS ANALYZED FOR BUT 0' 20'
NOT DETECTED
I= REPORTED VALUE IS BETWEEN LAB APPROXIMATE SCALE
OHu OVERHEAD UTILITY LINE METHOD DETECTION LIMIT AND LAB 1 =20'
PRACTICAL QUANTITATION LIMIT
SUNSHINE#323 GROUNDWATER ANALYTICAL SUMMARY MAP(06/14/94, FIGURE
m-/
,,, 92439 OVERSEAS HIGHWAY 0/11/95,12/15/11,04/30/20,07/16/24,11/21/24,06/16/25,& 3A
Is TAVERNIER,MONROE COUNTY,FLORIDA PROJECT No.
A NOVA ErW...lift and Fn11--MW Company FDEP FAC.ID.NO.:44/8511949 (10/02/25) M51399
BUILDING MW-2R MW-2R
06/16/25 10/02/25
POWER LINES 0.015 U 0.014 U
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06/16/25 10/02/25 MW-3R 06/16/25 10/02/25 0.014 U 0.013 U
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WOODED AREA
LEGEND MW-1 SAMPLE DESIGNATION
MONITORING WELL LOCATION 05/15/17 SAMPLE DATE
1 BENZO(a)PYRENE CONCENTRATION(ug/L)
MW-1 AND DESIGNATION ESTIMATED GROUNDWATER 40 BENZO(a)ANTHRACENE CONCENTRATION(ug/L)
30 BENZO(b)FLUORANTHENE CONCENTRATION(ug/L)
ABANDONED MONITORING WELL
IMPACTS PLUME(EXCEEDS GCTLs) 20 BENZO(k)FLUORANTHENE CONCENTRATION(ug/L)
MW-1 LOCATION AND DESIGNATION 20 CHRYSENE CONCENTRATION(ug/L)
5000 DIBENZO(a,h)ANTHRACENE CONCENTRATION(ug/L)
DEEP MONITORING WELL 14 INDENO(1,2,3-cd)PYRENE CONCENTRATION(ug/L)
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NS= NOT SAMPLED
BOLD VALUES HIGHER THAN FDEP'S GCTLs
U= COMPOUND WAS ANALYZED FOR BUT 0' 20'
NOT DETECTED
I= REPORTED VALUE IS BETWEEN LAB APPROXIMATE SCALE
OHu OVERHEAD UTILITY LINE METHOD DETECTION LIMIT AND LAB ill=20'
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SUNSHINE#323 FIGURE
MAS 92439 OVERSEAS HIGHWAY GROUNDWATER ADDITIONAL ANALYTICAL 3B
«1.Uv���UiIU1V,!a,llll TAVERNIER,MONROE COUNTY,FLORIDA SUMMARY MAP 06/16/25 & 10/02/25 PROJECT No.
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Benzo(a)pyrene Conversion Table
For Direct Exposure Soil Cleanup Target Levels
Facility/Site Name: Sunshine #323
Location:
Facility/Site ID No.: 44/8511949
Soil Sample No.
Sample Date
Location:
Depth (ft):
INSTRUCTIONS: Calculate Total Benzo(a)pyrene Equivalents if at least one of the carcinogenic PAHs
1. If quantified with certainty, or estimated and has the "J" qualifier, enter the reported value;
2. If not detected at the MDL (the concentration reported is the MDL followed by the "U" qualifier) enter
3. If detected at a concentration lower than the MDL and the concentration is estimated (has the "T"
4. If detected at a concentration equal to or higher than the MDL but lower than the Practical Quantitation
5. If detected at a concentration equal to or higher than the MDL but lower than the PQL and it is not
Contaminant Concentration (mg/kg) Toxic Equivalency Factor Benzo(a)pyrene Equivalents
Benzo(a)pyrene 1.0 0.0000
Benzo(a)anthracene 0.1 0.0000
Benzo(b)fluoranthene 0.1 0.0000
Benzo(k)fluoranthene 0.01 0.0000
Chrysene 0.001 0.0000
Dibenz(a,h)anthracene 1.0 0.0000
Indeno(1,2,3-cd)pyrene 0.1 0.0000
DE Residential = 0.1 mg/kg; DE Industrial = 0.7 mg/kg
Total Benzo(a)pyrene Equivalents = 0.000
The concentration shown does not exceed the Residential Direct Exposure SCTL of 0.1 mg/kg.
The concentration shown does not exceed the Industrial Direct Exposure SCTL of 0.7 mg/kg.
Summary Criteria for Table Entries
Detection Concentration Reported Data Qualifier Enter
Various Quantified with certainty None reported value
Various Estimated J reported (estimated)value
ND at MDL MDL U 1/2 reported value
< MDL Estimated T reported (estimated)value
>_ MDL but< PQL Estimated I reported (estimated)value
>_ MDL but < PQL PQL I M 1/2 reported value
APPENDIX A
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.
LSSI SAR—Sunshine#323
Facility ID#:44/8511949
MAS Project#:M51399
ENVIRONMENTAL, LLC
DEP Form FO 9000-24., GROUNDWATER SAMPLING LOG
.......... .......................................
S)FE. S I TE
.........
LOCAIION
NANIE
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�11/E I L NO DATF 4:5
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PURGING DATA
INELL FU,31 N G liYELL SCR&�,_3�,,�I N'TEJR kvr'Ah SFATIC DEPP-i PURGE PUkll? TYPE
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DEPT19 IN WELL (feet) 1p"11 1-
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PURGED RATE WATER urn h (1\1 TU s)
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VI E L L C A P A C I T Y(G a I I o nTPe'r"Y''ao r,) 0.7 5' 0,
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TUBING INSIDE DIA_ CAPACITY /Ft), 1/8" 0 0006- 3/16"z:0 0014,, 0.,('11),26 5/16"=0'004- 3/8 0,006, 1/2" 0 010-
- .................... 0 015
PURGING EQUIPMENT CODES: B Bailer; EIP =Bladder Pum o,: ESP EleCtk Submersible,Pump, PP Pe(istaltic Riu,oip,
0 Other(,',sp
SAMPLING DATA
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SAINT PLED 3"Y(PRINT AF`F`,'1L1ATl0JN1 SAMPLER(S) S I G N ATU R E
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FIELD D EC ON TANI I N A T1 ON PUNIF, Y N, Y
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SAMPLE CONTAINER SPECIFICATION SAMPLE PE ESERVAnON (including wet ice) IN FENDED SAMPLING SAMPLE PUMP
ANALYSI S AND/OR 1EQU I PI\/I FN r FLOW RATE
i�77E_RIAL Vol UME PR E S ER�,/A'71\/E TOTAI, Ft
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.............................
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MATERIAL CODES" AG Amber Glass-, CC=Clear Glass-, HDPE High Density Polyethylene, LD'PE JLow Density Polyethylene, PP=Polypropylene-,
S Silicone, T =Teflon-, 0 :=Other(Specify)
mm
SAPLING EQUIPMENT CODES� APP=After(Through)Peristaltic Pump- B =Bailer-, BP=Bladder Pump--M - ESP-Electric Submersible.Purnp,,,
RFPP=Reverse Flow Peristaltic Pump, SM =Straw Method(Tubing Gravity Drain), 0=Other(Specify)
NOTES: 1. The above do not constitute all'of the infor�;aiion required by Chapter 62,.160, F.A.C.
2, VARI A rt n-f"
RF F _Q0N.SE,C1J TIVE REA,),,lo%,,r3S, SE"L FS,212., 'SEC TI
.......... U.1)LL)"ON 31
ply:+0.2units Temperature:+0 2'C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally, -,i-0,2Mg/Lor+10% (whicheveris greater) Turbidity: —
all readings <20 NTU;optionally +5 NTU or+ 10% (whichever is greater)
62-160,800 F,A,,C, Revision Date- January2017
DEP Form FD 9000-24.- GROUNDWATER SAMPLING LOG
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iNITIAL PUMP OR TUBhNIG F-'1iJMP Oki RL)StN PURGING C)U R f3l I rOTAL VOLUkIE
7---—��!mwn _'e'7j,0?6
D E P TH I N k/if/E0_ (feet) PURGED(gallonsi""I
P J N I rl ATE A SN'I D,E,O A"'T,"
C U Nl 1i L D E P TH COND 0_1 S,7 70,_L,V.................E'17
F)M E VOLUME VO L U M F_ PURGE TO FEM P (circle units) OXYGEN T.'UR, 8 1 D I 1Y COLOR 00OR
PURGED PURGED R A!EE A T rr_--R \standard ((:)C) (circie units) U (describe) (de,scrlbe)
units)
(gallons) (gallons,' (gpm) (feeo
31, ata/w,,7,116 sat,or.
32 214 1 ......
J,
10
All
................
.. ...... ev,
LwO
I 1%v1
OJL
.......... ............................mm
.. ......... ..........................................
FC-l\/I
ard (()C)
L7
---------- .........................
................................ ............
-----------
WELL CAPACITT(TTa—Ilons Per�oot)- 0.75" 0 04- 1,2 5'1 =0 r")6 To 0 16 3" 0 37, 4" 0,65 5" 1 02 6" 1 47- 1241
TUBING INSIDE DIA CAPACITY(Gal/Ft,): 1/8" 0 0006� 3;16"::::-0,0014, 1114"=0,0026- 5/16"=0'004, 3/8" 0,006- 1/2"=0 010- 5/8"-0 016
wwwwwwwww ........... ........................
PURGING EQUIPMENT CODES: B Bailec BP Bladder Pump, ESP=Elrvrvrvrvrvrvrvrvrvrvectric Submersible Purnp PP Peristaltic Purnp,
1 0 Other(S C I I�,
............................... -—----------
SAMPLING DATA
F
,5A J N T") A F F I L I A T I N
Lo
71 7-A 7M P E7 1 R_(S SAMPLING SAMPLING
INI r1ATE ENDED AT:
auv(-� D A T- 71�
.......... ...........
PUMP OR TU13ING TUBING
— t FiELD-FlLfERED Y F I L TE R SIE �LM
DEPTH IN �/w/ELL(feeit), V-kr�w-�
D, MIATERIAL CODE., Filtration Equiparient Fype
...........
FIELD DECON IAMINATION PUMP Y N TUBING Y l")Iaced) DUPLICAFE Y
..................
S SAMPLEE CONTAINER SPECIFICATION SAIVIPI...-E PRESERVATION (including wet ice) INTENDED SAMPLING SAMPLE PUMP
AM
UPL�TENDED 2
SAI))[P LE:
,CS I-R VATI
SA�SAMPLE M A r 1--R�b�L
U
VOLUME PJ-7,E S E R VA TI VE_' 0"!)ki, VOL F I P4,A 1111
jn,�, M ETH D CODE inute
icy n,0.wwwF ("A"ONI'AINERS CODE USED ADDED IN FIELD (oiN P,)-i (rn L per rn'
Or
P
f. .....................
04ARKsl
....................
MATERIAL CODES- AG Amber Glass, CG Clear Glass,- HDPE High Density Polyethylene,- LDPE Low Density Polyethylene, PP Polypropylene,
S=Silicone, T =Teflon,- 0:=Other(Specify)
SAMPLING EQUIPMENT CODES: APP= BP=Bladder Purnp- E
After(Through)Peristaltic Pump- B=Bailer,- SP-Electrl'c' Submersible Pump,
RFPP=Reverse Flow Peristaltic Pump. SM =Straw Method(Tubing Gravity Drain); 0-Other(Specify)
uu
NOTES: I. Theagave do not constittitfe,all of aminformaltio,n teq,uired by Chapter 62-160,w,FAC,
Sq,T 3
2, ��IDkBt�IIZATIQN RITE-RJA ANGfE(i VA,FZIATION QF'LA TI-11R,111, 33 FS2212" Dllf
2N& EIE C"OiNf,"Ec, XTIVP RQWINGS
pHl:+02unIts- 'Temperature,,,#-02` C SpecificConductance. 1-5% Di',sso�,I,vedOxyg,eii,,alIrie,-,idingr�,<2,0%s,,-,it
.- I kjr�jjjon(se,(:.kTable FS 2200-2);
0 P 2 m g/I_0 r, 't J,),%(s4V,,h j C,I-1,ev e r i,ss g r6�,a tie r), T u rb idity T U, o p 1:4
I �,j III re a d 1,n q,s, <20 N Jo n,I I y+
a 5 NI'U Or +1 '10%(whichever is greater)
62-160�800 FAC, Revision Date- January2017
DEP Form FO 9000-24., GROUNDWATER SAMPLING LOG
—.................
I�TE � S ITS
S
wwwww
wwwwwwwww
NANI E, S, (j4?j&ekL5
LOC A FI ON I IIIIIII,
/ELL
DA rE
PURGING DATA
..............................................I
WELL LISING WELL SCREEN IN TERVA'L STATIC DFPrH PURGE PUNIP TYPI=
000,
'IETER inch(---,,-),
AN
DIAMETER ('inc OR BAILER
hes)., DI[AMEFER(inche_ [LQ D EPTH rpet to fee,It TO WA rER(f a,
..........
'L PIP
LL v0LUM T ........
,E E X CAPAGl'i"Y'
"T,
L I. OL L,)M E PURGE� 'I WELL VOLUME ki 116 E I...L D E P lH STA11C DEPTH T /A
WE
(only fill out if applicable)
W, 40 feet) X 10-5 gafloPs
1E_dk7jRiC-NT VOL
7,4
j 71,77 77-7773—TNGI(!`A47_T"--7x Fir
(only fill out if appiicable)
........... gallons gal(orisJfoot X feet) gallors gallors
............
T"(07",A1, `I,/0L,UAJE
(N I TIA1 PUMP OR TUBIN0 FiNAL PUNIP OR TU BIN G PURGING PURGING
DEPFl1 IN WELL(Feet) 'a 4144fI,
-LL(feet)- IN:FI ATED ENDED AT ij
UEPTH I 1\1 E I
A F o
— ................
I—SS, L�7 7L TALE D
C U NI IJ L D EP FH CO ND
V 0 L U M E VOLUME PURGE TO PH OXYGEN
TIME FEMP (circle units) FURBIDiTY, COLOR ODOR
PURGED P (standard (circ)e units)
URGED RAT_TE V`ii/A FEE R arTI rl,,-
I'M its) (cc) (IN Tu 5) (describe) (des&be)
(gallons)
(gallons,) (gprT,) (feet)
4
C) C
7-
_20
............
............................. ......................... ......I..........I . ..... Ammma. ......................... ..........
I
pop- ILI,C111
on
S
1 71 A
7,�7
..........
...................................I
.....................
V9
...........
)4 L CAPACJ'TY(G,flons Per Foot): 11 T125" 0 06- 2" 0 16, 3 0,37- 4" 0 65- 511 - 1 02 11 12" =51898�
TUBING INSIDE DIA CAPACITY, ", IV." 1111
1/8"=000006 3/16" -0 0014, 1/4" 0 0026- 5/1161,=0'00-4. 3/8" 0 0116, 1/2 0 010,
5/8" 0 016
................ .......... 0
PURGING EQUIPMENT CODES: 8 =Sailer: BP Bladder PuriI ESP Electric Submersible ID u m;,i,, PP=Peristaltic Pump, Other-..........................
S M PLI DATA
SA;w P I«C D 3,yAjN"0N1 IAFrlUIATlON SAM'�'-'L�E SIGNATI,JRE(S),
01 SAMPLING SAMPLING
1� 11 1 1 1 INITIATED AT. ENDED AT,
PUMP OR TUBING 01 .. .....
FU E31 N G FIELD-FILFERED Y FIL.TER SIDE: rrt
F ill
M Filtration Eqt,ji,prnent T�ype
DEPTH IN WELL(foet), MATERIAL CODE,
P7 ......
rV1 4 1\7 v )0.
FIELD DECONTAMINATION PU rVI P Y N TUBING Y
DUPLICATF y
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESER\/ATION (Including wet 'ice) IN FENDED SAM wwwww
MPLING SAMPLE PUNIP
ANALYSIS AND/OR EQU I PNIFN r FLOW RAFE
9 Vol U M E P'IRESERVATIVE VOL FINAL
METHOD CODE
(m L p e r rnin u t e)
ID CO.IDE CODE USED ADDED IN FIELD (rn 0 "OH I
..................
1141
ff 64e r-
..........
mWwwww
. .................
.............
F" 'MAF
..........
MATERIAL C 00 ES, AG Arriber Glass CG=Clear Glass-, HDPE w High Density Polyethylene,- LOPE Low Density Polyethylene,- PP Polypropylene-,
S Silicone- T =Teflon- 0 =Other(Specify)
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic PurnpI, Bailer,- SP=Bladder Pump- ESP Electric Submersible Pump,
RFPP=Reverse Flow Peristaltic Pump; SM =Straw Method(Tubing rarity Drain); 0 Other(Specify)
-....................
NOTES: 1. The above do not con'stitute all of the information required by Chapter 62-160, F.A.C.
...........
2 EE -,0N R EAD S�, ,E 6�
Ti ON C',M.R A N OF VAR '12
ER , N 0 FS J2_
ia-f—I [,I r'HR ECUTIVE EI F� !22-
pH:+0,2units Temperature-,+0,,2'C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table F%S 2200-2)-
optionally, +0,,2mg/Lor+10% (whicheveris greater) Turbidity.-all readings <20 NTU; optionally +5 NTU or+ 10% (whichever is greater'
62-160,800 FACm evision Date- January2017
DEP Form FO 9000-24: GROUNDWATER SAMPLING LOG
SlTE —................
:r T SI TE L C
LOCA TaLlal
N ANI TION 0 &ef,�
............ -..... ..........
FCF
WELL NO S A N I P 0mm
1111,0� D A FE.
PURGING DATA
TU 8
DI =' O i A NI ECT
WELL TU B I N G, WELL SCREEN IN rERVAL STATIC DEPTH PURGE PUNIP TYPc:
DIAMETER (inches)'_ DiANIETER(incrie-7) DEPTH feet to feet TO WATER(feet) OR BAILER
YVELL,DE,,P`f)H STAT1 EP'n-i `1`0 WATER) X iNIELL CA.PA(-,,',l`r'Y
WELL VOLUME PURGE: 1 WELL VOLUME r L
(only NI out if applicable) C
feet reet�� X root n,5
lT
(only fill out if applicable)
z gallons r ga0ons/foot X fL)e gallIons gallons
I N I TI Al, PUMP OR TRING FINAI...PUN/IP OR TUBING PURGING PURGIill TOTAL VOLU M fll�
CEP...FH IN WELL fe DEPTH IN WELL(feet) INI rIATED A T ENDED AT PURGED fgallonsj:
——----------
CUi\/IIJL D PP FH COND 0 1ST 7i_7v F D
PH OXYGEN
M E VOLUME VOLUNIE PURGE TO TEN]P (circle units) � 1-ti R,RI D I FY (,'OLO ID ODOR
PURGED PURGED RA FE `l,01 A TrE_R (standard (0 c (circle units) i '11 'b e)
(N (describe) (de si c r
(gallons) uriits)
gallons) (gpm) (feet) jX
;TD
L71M E pV JJN BIJD I)IYT
...............
L) 5.1
2,
i teAr
lob 4,1,11
;
jww
L)
1�.......... .......... .......... .......................... ........................ --------
--- -- - --------
-.........
7
WELL CAPACITY(C,ahons Per Foot" 0,7 1,11 ...... ...... 300 511
(0),0 2: Cl0 04- 1.25" -0 06; 2f 0 ,;6, 0 37, 4 0 65; 1 1)2 6" 1,4 7, 12 5 8 8
TUBING INSIDE [CIA CAPACITY(,Gal1rt 11801 0 0006- 3 - 5/3"ll 0,016
U: 1 1wwww114, 114" 0 0026, 5/16 0 004, 3/8" 0,006, 1/2" 0,010-
R Gil G Eq Ujp�M E;�T Co DES
E3P Bladder Pump, ESP Electric Submersible Purrip PP Perista)�ic Purn;,), 0 Other
SAMPLING DATA
7S�A-7"LED BY(PRIN-T 1 AF`FtL1A1`JON .............
SAN]PLI N SAMPLING
I NI_nATED T A ENDED AT
TUBING .—............ cb j
PUMP OR TUBING
I ELD F I L TE R E_D Ir' FILTER SIZE-
rrrn
DEPTH IN%A/ELL(feet) 11/1ATERIAL CODE Filtration E:equi�pirnarit 1"ype,
FIELD DECONTAMINATION PUMP ly N TUBING Y �,,tolaced) DUPLI CA FE., y
SAMPLE CONTAINER SPt`.:.CIrr__ICAT1ON SAMPLE PRESERVATION (including wet is IN FENDED SAMPLING SAMPLE PUNIP
S IT" 1v Z I,'. FINAL ANALYSIS AND/OR EQU I PNIEN F
MA FE Rblkt. VOLU M E PFZESERVATTVE 7mL',7 FLOO/RATE
10 CODE CONT,A6N[Er'iS CODE USED ADDED IN FIELD(rriLl) METHOD CODE (mL per minute)
J0
r
...............
Ls!n pyy
'010
Ao�o-
�V10
wy
.. ..........................——------ ------
R E'Nf,A,R K
MATERIAL CODES AG Amber Glass-, CG:=Clear Glass-, HDPE= High Density Polyethylene,- LDPE LOIN Density Polyethylene,, PP=PolypropyJene-,
5=Silicone; T = Fleflon-, 0 =Other(Specify)
Pump; S z:Bailer; BP=Bladder Pump- ESP=Electric Submersibie Pump,
Peristaltic Pump, SM =Straw Method(Tubing Gra'ill Drain), 0--Other(Specify)
..........' .......
required by Chapter 62-160, F.A.C.
2,
A,,I` R JJAN�G E,0 r,VAR"J`A T I''
pH:+0.2units Temperature:+0,20C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally, +0.2 rTig/Lor+10% (whicheveris greater) Turbidity�iall readings <20NTU- optionally + —
5 NTU or+ 10% (whichever is greater)
62-160.800 F,A.C,, Revision Date: Jan uary,2017
DES' Form FO 9000-24., GROUNDWATER SAMPLING LOG
si FE SI TF
LNA��I
. , zI LOCATION L.-IN 0 SANI PI I D DATF
PURGING DATA ..........-.....................
STA r
............. �JBING R,E E�jNi IN t ERk,,t`A,1., IC DEPTH _ry PURGE PUN/IP IFYPE
DIANIIFTER (inches), 4`2 L reer") PIP
TO WATER(fee OR BAILER
DIAMETER(�nche j,"I fe
1 0 ..........
WELL,VOLUME PURGE:: 1 V1/ELL)/0LUAflJE,,,f
WLt'l,:z 11H STATIC DEP"iH
(only fill out.if applicable) I ) XK WELL CAPACITY
14 8 ff elin"01 ��111 ri up'llk"'I
IIIL g jallorls
7 _7�MT�5MENTVOL117' "I 1 1750 77J TT,777'50RA � x `71=7�i 77 `
,�R:F
Rjuipme,At WOLUME 'Tr5E,`
(only fill out if applicable)
gallons gallons/foot X feet) gallors gallons
INITIAL PUMP OR TUBING FINAL PUNIP JOR TUBING PURGING PURGING T'0,TAL VOl_UlI
DEPTH IN `J�IELL(feet) DEPTH liN WELL(feet). INI TIAFED AT ENDED A P1,J`IR G E D (g a o n S)
V
DEPTH COND DISSOLVED
VOL U ED CUN1lJL To P OXYGT[kiF PUR V0LUNIE PURGE standard FEll (circie units) (circle units) TURBIDITY, COLOR OL)OR
PURGFD R A FE' V A R (N 7U 5)
units) CC) (describe) (describe)
(gallons, i (gallons) (g p ri (feelt)
.............
...............
All
toll
o)l
U 0
Li C,LeAr
—--------------
rvm
111"1 0 IC) I
mmrvrvmmmmrv
rvrvrvmLi
.I......................................
....... ........ ....................
.............
...........
................... ——----- ......................
7.......
'P G I 1\1 C UP
ENDED A 0, 0
I�i�7ei
..................... ........
WELL CAPACITY(Galions Per F 03 0,04� 1 250�1 J 06 210 0 16-1 31 :.037 40, 0 65" 5 1 02- 6" 1 47" 1
TUBING INSIDE DIA_ CAPACITY �Ft 1/81, 0 00060 3/16" C 00 14, 1/4"-0 0026; 5/16" 0 004" 31ll 0 006, 1/2"-0,010, 3/8" 0 016
.....................
7 -n4y,!
PURGING EQUIPIMEN2 CODES: B Bailer: 8 P -bladder Pil, ESP=FiecVic Submersible Purri�,`)" 0 Other(SpF�g
PP=Per�staltic mmmmm Pump,
...... ...................-——-----
SAMPLING DATA ..........
SAS LE.!,3,B Y(P R IMP 1`(-t AF F H-1 IA V ON, SA MIPL ER,'(S SIGNAWRE(,S),
SAMPLING SAiMPLING
aAI INInATED AT ENDED A.
PUMP OR TUBING TUBING ER SIZE-
FIELD-FiLrERED Y F I L FrE urn
EPTH IN 'NELL('feet,� NIATERIAL CO Filtration Equipment Type,
0 LE D E,
SAI""D 'N G
END -
I IDE A T Ll
LEl S,ZE
F J'J't
ry
(��, kplaz DUPLICATE', y
FIELD DECONTAMINA-11ON PUMP y N, TUBING y N A,plalli.'.��ed)
..........
SAMPLE CONTAINER SPLL..-CIFICAT(ON SAJIMPI...-E PRESERVATION (including wet ice) IN TENDED SAMPLING SSANIPLE PUilitilp
TA L V`O L ANALYSIS AN D/J3R EQU)PNIFN F FLO`i�/RATE
SA&IM,FE i'lik\TERIAL Vol U M E. P R E.S,E RVA71"i T R N A,11JIL
10 CODE rvrvrvrvry
(30NTAINERS Dti USED ADDED IN FIELD( p
;-rkL), 1 1 METHOD CODE (mL per minute)
ir'
0 vs 4- ,]'l W,
Jill
6
+6 lite.
h I,"
10'
rvry
.................
noon nni n......... ..............
""" �
�? ni
E ° mm
MAR KS,
MATERIAL CODES AG=Amber Glass ECG Clear Glass-, H DPE= High Density Polyethylene, LDPE Low Density Polyethylene- PP Polypropylen
e
S=Silicone; T=Teflon,' 0 Other(Specify)
rvrvrvry
SAMPLING EQUIPMENT CODE S: APP=After(Through)Peristaltic Pump, B =Bailer; BP=Bladder Pump- ESP -Electric Submersible Purnp-
RFPP=Reverse Flow Peristaltic Pump,
SIM =Straw Method(Tubing Gravity Drain),- 0 Other stl (Specify)
NOTES: 1. Theabove J not C'ontute all of thoinformation,reqUifired, by,Chapter,62-160',F,JJJ
mm
TH R, -521
2., �jTAOIL 4,KA,T106f CRI11TER,4A F0LR' �F VARIA r
�IL
2�
PH:±0,2'unit,s�- Temp'era,turel:�+,G,VC SpecifiCCOnductance: 4-5% 0 Issolved Oxygen M I r(,,I,,�a0 ngs ee
2< at4,i
0%sration(S l'�,rabl ca F -
S 2200-2)
t
0 P tiaiaalfy�, 0�2 niql/L o r 11 JOIX6, (Wh,i ch P�ve,,r i t�o,g reater), I u,rb id it y:a I I reaid i n 9s, <20 N"T V,0 p N a,n all I y �Nl t)Or
10%(Wl1iC,,11ev,,er is greater)
62-160-800 FAC, Revision Date- Januar-y2017
DEP Form FO 9000-24: GROUNDWATER SAMPLING LOG
IF-
17s,F,E..........
'I S N NEA
ANI LOCATION
III/E L L IN 0 SAMPL-E IF) DA
OC
ov,IN r 2-o 2,5
PURGING NATA
7.11'13 1
WELL L WELL SCREEN hNiTERVAL STAIFIC DEPTH PURGE PUNIP FYPE
c
F.-
0,�LAIAE'TF.R(inches DEPTH CL feet TO WATER(feet, OR BAIL.ER
DIAMETER(inches), ....... feet to �7T
1(.0 D E P C APAC I TY
—WEE L L�VO L U M E P U R G E \N E i DEP�STA r TH To IVATER,) X
L VOLUME C7,707(),
(only fill out if applicable)
77 L feet feet) X
EM U3 M 4 —PA 47,rf'N-7 7. ".717 77T,5�0,7,T,'v i E,
N r vot, 17773E TTKI i.- it T 777
(only rill out if appiicabie)
gallons gallons/foot X feet) gailons gakons
..............................................
I N I T IA I_P U IM P 0 R PJ 8 1 P4,('�Z ,FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME
D17PTH IN 01ELL(feet) DEPTH IN WELL_(fee INI NATE
L_ ('�; I PURGED(gallo s
t D A T f; ENDED AF n
C U N1 U L DEP 1 1-1 PH CON D D I S 0[7n
VOLUME OXYGF1\J
VO L U IvI E PURGE TO TEM P (circle units) r,URBIDI COL.01D ODOR
1-1 NI E TY r\
r (standard
I (circle units) (,.\I..[..Lj S)
PURGED PURGED RA!'E. WATE (describe)
(gallon s) 1i n it s) (oc) (describe)
(gallons) (9PIT) (fee�)
X,
..........
0,
&0
LE
wme-
_0
tA
&ZI JA � '' ` _....... www ...
10, 0
10
.......... ..............................
.........................."I"I"I"I
..........
wwwww I....................................
.......... ................................................
............................................. .........
...........
-----------
WEL L CAPAC IT Y(Gilflons Per Fo,;). ' 0 02: 1 1"1 4 1,25' 0 06 2 0 i6 3" 0
TUBING INSIDE D[X) CAPACJTY(Gal/Ft 1/8"-0 0006- 3/'16"-C 0014- 1/4"=0 0026- 5/16"=0004, 318"`:::-0,006, 1/2"=0,010; 5/81"=0 016
PURGING EQUIPMENT CODES: B BP Bladder Purrip- ESP=Electric Submersible��Iurnp, PP Peristaltic Cl Other
........... Pump�
SAMPLING DATA
SAN PLED BY(P,RIN F)I AF�FILIATION,
L SAMPLER(S)S1(-�N;40`UR'E_(S),,
SAMPLING L) SAMPLING
ak�t h INJ nATED AT EN DED A F-1 3,f 2
PUMP OR rUBING TUBING FIELD-FILFERED y F I L TER SIDE: urn
D EPTH I N WELL('feet) MATERIAL CODE Filtration Eqi,,jo'pirent Fy p e
FIELD DECONTANI I NATION PU 11VI P y N, TUE31NG y N Olacerfl DUPLICATE y
SAMPLE CONTAINER SP,17.CIFICATION SANIPLE PRESERVATION (Including wet ice) IN FENDED SAMPLING SAMPLE PUMP
Pi",tE`$m:,RVA FIVE "rC)TAL 1,10t, F 1,N TL ANALYSIS AND/OR EQUIPNIENF FLOW RATE
10 CODE C*C),AiTA4NE,RS CODE VOLUME METHOD CODE (mL per minwe)
USED ADDED IN F)ELD(rnQ pH
...... .........
L
7,
PC
...........
.......................
o A R K 8
MATERIAL CODES- AG Amber Glass, CG Clear Glass" H DPE High Density Polyethylene, LDPE Low Density Polyethylene', PP=Polypro�pylenel-
S-Silicone T =Teflon,- 0=Other(Specify)
SAMPLING EQUIPMENT CODES. APP=After(Tbrough)Peristaltic Pump; B =Bailer*, BP =Bladder Pump- ESP=Electric Submersible Pump,
........ RFPP=Reverse Flow Peristaltic Pump,,, SM =Straw Method(Tubing Gravity Drain)-, 0 Other(Specify)
NOTES: 1. The above do not constitute all of the information required by Chapter 62-160, F.A.C.
2 '*ON S E,C
,St )L4 3�
pH:+0,2units Temperature:+0,,2'C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);
optionally, +0,2mg/Lor+10% (whicheveris greater) Turbidity: all readings <20 NTU; optionally +5NTUor+ 10% (whichever is greater)
62-160.300 F A,C,, Revision Date- January2017
DEP For FD 9000-24: GROUNDWATER SAMPLING LOG
ATE'E- 2 IWO SITE
T�N'A N I E, -All NI E, LOCATION (j
1JA/ELL_NO SANIPI E ID DATE
PURGIN!G DATA
WELL TUBING 07 WELL SCREEN IN FERVAL STATIC DEPIH PURGE PUMP TYPE
TO WATER(feet): OR BAILER
DIAMETER (inches)" 'inchel's7,�) DEPTH: feet to feet
Z7 D IAMETER
WE
1 WELL VOLUME JOT ,VVEIL L,0EPT`H STATIC DEFT]-11TOT�AFER) X �/IIELL C"",APAC,'#'ITY LL VOLLIVE PURGE,
(only fill out if applicable)
Feet
feet) X gallorlsifiaol'
s
V7
'(4 j 1,,�VCD I, J P I E
17"y P,
EQU'PMEN'T V'O,LUME U 5� 8,11 P" '4
+
(only fill out if applicable) I�EQU�fNIIENT'VOL, P17,
mm
gallons gallons/foot X feet) gal Jon s gallons
mmn
INITIAL PUMP OR TUBING FINAI PUMP OR TUBINGPURGING PURGING, TOIAL VOLUME
4 E ,
q 0 N
1 Tj 01)
DEPTH IN WELL(feet),, DEPTH IN WELL(feet).- INITIATED AT: ENDED A!'I�` PURGED(gallons
nmmm
ISSOL
Is C.
CUMUL DEPI-H CC JD JM4
e pH OXYGEN
TIME VOLUME VOLU rvI E PURGE TO (standard TEMP (circle units) (circle units) TURBIDITY COLOR ODOR
PURGED PURGED RATE YlATER (0c) (N-l"Us) (describe) (describe)
(gallons) units) r
(gallons) (gpm) (feet
.............
nmmmmmmn
70, 0
91=1 C(^r
... .........
1;7 Af u"'
FN
2'oo'C'z
11-22
mnnnn
mm
LAnonP v 00/0
I C) ........
-----------
nn
E noon
.................. ............... ......
mmu
.....------------------
..........
I WELL CAPACITY(G'allons Pler F,?,,x4,1, 0.751) ='r)'0'2' 1.25' 53T, T� 0,16, 3 0 37- 4 0,705, 1 02-1 6 1 471 2 5 88
1 041
TUBING INSIDE DIA. CAPACITY(Gal/Ft 1/8" 0 0006; 3/16"=0,0014., 1/4"=Ou0026- 5/16"=(" 3/8"::::0,006; 112"=0 010; 5/8" 0,016
004"
_fUP RGIN Sp
URGING EQUIPMENT CODES: B Bailer,- ESP Blnoonadder Pump, ESP=Electric Submersible Purn;,), PP Peristaltic Pump- 0 Other C", cbcdy)
SAMPLING DATA
FS A 11"CAL AMPLER(S) StGNATURE(S),
I : "T S
1 SA 'TILED BY
ING SAMPLING
INITIATED AT ENDED AT-
KaA�
S�A NVI P L I N G
PUMP OR TUBING TUBING
DEPTH FIELD-FILTERED y FILTER SIZE, !AM
IN WELL L L ffeej t, A- Filtration Equipi,Tiervt Type,
MATERIAL C ODE
FIELD DECONTAMINATION PUMP Y N TUBING y N hplaced) DUPLICATE, y
nnnnnnnnnnn
SAMPLE CONTAINER SPECIFICATION SANVIPLE PRESERVATION (including wet ice) INTENDED� SAMPLING SAMPLE PUMP
kPNVT ERIA7 VOLUME P'H,:E.SER7A_T19E_ TUTAL Vot 771-NAL ANALYSIS AND/OR EQUIPMEN F FLOW RATE
l,',D COD','E CONTAINERS CODE USED ADDED IN FIELD METHOD CODE (mL per minute)
mmn
vwx�
2
mmmnnnnnn
T!..............
AQ) 1<0AL
..........
_4
-----------
------------------
..........
.............
R E MX K�4
MATERIAL CODES: AG Amber Glass; CG Clear Class-, HDPE High Density Polyethylene, LDPE Low Density Polyethylene,- PP Polypropylene-,
S=Silicone; T=Teflon; 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP=After(Through)Peristaltic Pump- D.
-Bailer; BP =Bladder Pump- ESP=Electric Submersible Pump,
Peristaltic FUmpi SM =Straw Method(Tubing Gravity Drain); 0-Other(Specify)
-----------
reqtfl'red by Ch,apter 62-160', FAC.
2 [.A,@ I L I 4,Aj ION CR1`TC-,R 11
J',A F"OR,R,A,N(`E :)F VARj8,TfQN OUP t"A$,1r'T'HREF C"0N$j-:C,Q`,r'I'VE RE,A0J,N','GS(2FIE, FS 12,212, SEGI Q,,N,3)
PK
+5%, Dis,solved Oxygen:a1A readings<201%sat'ura-hon(see Table FS 2200-2),-
—t O,2 L111 its, Tempetrahjre.+01"C' Spe,cificc'onduct'ance-
optioit'ially,±O,,,2Mg,tl-or,+11,')%(whic-,i,e,,,v�erisr g reeater) Turbidilty.:ail I readings <20 NTU" opitionally±5 NTH'tit '10%(whichever is greater)
62-160,800 FA.C, Revision Date: January2017
DEP Form FO 9000-24. GROUNDWATER SAMPLING LOG
SI TE TE
N A ANI E,
L
i/l/E L L N 0 SAMPLE
,,
01EL( TU31NG WELL SCREEN INTERVAL STATIC DEPTH Z Z_ C..)Lj�`GE PUMP IYP11__
�)U
DIANIFTER(inches) C(AMETFR(in Feet to 7nR
is '3 10 f TO W/A rER(f Pe SAI LEA
c h e S7711 D E
..........................
'i kil,)EU/...CAPACI"re'
WELL VOLUME PURGE, 1 VI/ELL VOLUME (70 1""11 L�Y/E L�L DEPFH "I"A T 1,C" DEPTH TO IN--
(only fill out if applicable) M A TEF,
mm ' fee( f et".0 X gailons/foot
771 EW. "' ------1.17 - .7'..;
0 s
"M E j�ir
,?,41 L. 'r�
EMU-IPMENJ 0 1 P V,-L-,_Nf 7/_QL................7-777T 173 N� wwwwwwwwww
(only fill out if applicable)
gallons
gallons gallons/foot X feet) gallons
if ITIAL PUMP OR TIJBING FINAL PUMP OR ru 8 1 IN
PURGING PURGING TOTAi. VOLUME
DEPTH IN WELL (feet), 27 DLEPTH IN WELL(feet INIF(AfED AT ENDED A`r PURGED allons);�701
ISSYLV._`
CUIVIUL PH PH COND GENOLUME VOLUNIE PURGE TO TF_-MP (c;rcle units)NME PURGED (s ta,n d a rd (circle units) r(JRBIDiTY COLOR ODOR
PURGED RA F'E� C
WATER h,POO (IN 17U5) (descnbe) (describe)
(gallons) (gPm) (feet)(gallons) units) �� aP U R G I IN�,.3
S ,V
COLOR 7(de.�c r;b e)
C
1:�_,6 ............
mmr
to
o2 Oz, >t.C)
Cie
f
...... ......... .......... .............
................................... ............- ........ .......... .......
.......... .......
----------
............
f
'AP 5'" 0 Of, 41
ww
WELL C, AGITYA'CTallons Per Foot) 0,02- 1 1"') 0 6 2 =0 16: 31 -:0 37, 4 0'65 5 1- 1,0 2 6" -1 47........... 88
TUBING INSIDE OITA CAPACITY(,Ga�IFt)1: 1/81, 0 0006- 1 ti 102 1 IN:::_*1� 1/4"=O�00261 1 - 5/8"-a 016
5/16"--:0 004- 3/8" 0�006. 1/2": 0,0101
7--5�-Z-`70 ......
PURGING EQUIPMENT CODES- B Bailer,- BP Bladder'PlUrn,-
�P_ ESP=Electric Submersible Vtin,,r:V, PP Peristaltic PUMP', 0 Other
SAMPLING DATA
SAN,`LED BY(PIRN'T" AFFILIATION. SAMPlLER(S) SKAA'TURE(S),
SAMPLING SAINIPLING
nATED Alak� INI ENDED AT:
PUMP OR TUBING TUB[iNG -1,1",,��, I T_
F�ELD FILTERED Y FiLrER SIZE
DEPTH IN WELL 2,) Prn
"T ee MATERIAL CODE, F,mmmmmlIltration, qtjipirt,*,).nt Tyo(a
FIE1 D DECONTAM[NATION PUMP y N TUBING Y N I ,pkaceIM DUPLICATE y
SAMPLE CONTAINER SPECIFICATION f SANIPLE PRESERVATION (including wet ice) IN rENOED SAMPLING SAMPLE PI
;AMPUE: I-A 7 E X PV, P E'R S'E I R YTAL VOL VATIVE TC i LYSIS D/OR EQU I PiV1 EN r FLOW RATE
VOLUME F I xt ANA Fri'OD CODE (mL per minute)
ID CODE T CONTAUNERS CODE USED ADDED IN FIELD (rn P H M
mmm
lwtk,- 1'�Ibj G,
?
.............
..........
----------
ninn,)X
................................
MATERIAL CODE, AG=Amber Glass, CG:=Clear Glass-, HDPE= High Density Polyethylene- LOPE LOW Density Polyethylene- Pp:z
Polypropylene-,
S=Silicone, T = Feflon,- 0=Other(Specify)
SAMPLING EQUIPMENT CODES: APP:-After(Through)Peristaltic Pump, B =Bailer; BP Bladder Pump- ESP Electric Submersible Pump,
RFPP=Reverse Flow Peristaltic Pump- SIB =Straw Method(Tubing I Gravity Drain); 0 Other(Specify)
NOTES: I. The above do not constitute all of the information required by Chapter 62-160, F.A.C.
2, S",.B ZZ
'FlI CRII,4 ,'C
�' A�ON FEB 1,11A, F A RANGE OF V8r
2.1 S 2__2
pH:+0.2units Temperature,+0,2'C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2)-
optionally, t0.2rngA_,or,+10% (which everls greater) Turbidity: all readings <20 NTU optionally +5 NTU or+10% (whichever is greater;
62-160,,800 F A.C, Revision Date- January2017
FIELD INSTRUMENT CALIBRATION RECORDS-CALIBRATION LOG-PRP
Ct L4 Project Site/FacID:
13o/dhl'Y'this box if the-re i's
Calibrated by(Print)/Aff iliation: 11 r,
ed dotG on th,"s
C,
.............
Temperature(Quarterly) Date of Last Temp Verification: See log book':'
ml�wl g. .........1, ..............................
DISSOLVED OXYGEN(DO)(REFERENCE:DEP SOP FT 1500) Acceptance Criteria+/-0.3 mg DO/L
Meter/instrument Name and Unique ID:
Stan and Temp DO Saturation CAL ICV CCV' ration Response DO Response Deviation
Initials Date Time (DO%) OC mg/L(100%)** N ME DO/L mg DO/L Pass or Fail
ICV CCV 'J F
5 ca''t W, 100% C,q
P,0
A
CA C'V CCV S 100% f"01 Z; F
CAL ICV CCV L( 100% P F
............
CAL I CV CCV 100% P F
CAL ICV CCV 100% P F
CAL ICV CCV 1100% P JF
.............
See Table FS 2200-2 and/or Table FT 1500-1 for Dissolved Oxygen 100%Saturation(mg/L)corresponding to Temperature.
SPECIFIC CONDUCTANCE(REFERENCE:DEP SOP FT 1200) Acceptance Criteria+/-S%the standard
Meter/Instrument Name and Unique ID:
-----------
CAL ICV CCV Initials Date Time Standard Exp.Date Lot# Response Deviation(%) Pass or Fail
(Ii m h o/c m) mho/cm)/c
AL 1CV CCV CA�� F
44
CAL ICV CC",v 6
Leo 1 44,t"), F
— i
r1s,
ULt qb,CAL 10 CCV F
CAL ICV i�L 4j)-
215- I� F
CAL IC CCV
09 F
CAL ICV CCV P F
CAL ICV CCV P F
F F
F
CAL ICV CCV P ]F �
CAL ICV CCV P F
.................................................. i�Niw
OXIDATION-REDUCTION POTENTIAL(ORP) Acceptance Criteria+/-10 rnV
REFERENCE:EPA Region 4,Operating Procedure,Field Measurement of Oxidation-Reduction Potential(ORP)
Meter/instrument Name and Unique ID:
CALV &I Initials Date Time Standard(mV) Exp.Date # Response(LmV) LDeviation(mV) Pass or Fail
ICV C
LOOP*hhhhhhhh.................................. ...........................
CAL I CV CCV P F
CAL ICV CCV P F
CAL ICV CCV 1P F
CAL ICV CCV P F
CAL ICV CCV P F
CAL ICV CCV P F
Perform ICVs and CCVs only in "READ/RUN"mode.
CAL-Calibration; ICV-Initial Calibration Verification;and,CCV-Continuing Calibration Verification.
Deviation 100-{(Response/Standard)*100)
Version Date:November 2021
FIELD INISTRUMENTCALIBRATION RECORDS, CALIBRATION LOG-PRP
Project Site/FacID: dt i!,
r fold his box r r
�� 251, ly' 'this o f them s
Calibrated by(Print)/Affiliations �����°���,� M,,
C�Cx�C!Dr?thtS e,
TURBIDITY(REFERENCE:DEP SCUP ET 1600) Meter/Instrument Nar L and Unique ID: 6_4 A- <tA_1,too, t�
Std=0.1-10 NTU+/-10% Std=11-40 NTU+/-8% Std=41-100 NTU+/-6.5% Std>100 NTU+/-S%
CAL ICV CCV Initials Date Time Standard{NTU Exp.Date Lot#L(0 3 Response(NTU) Deviation�%) Pass or Fail
........................ z
4 CO
CAL I CV CCV „� ��,:� 2 P F
�A ICV CCV cy, 24b 4
J OP F
CA ICV CCV 04., „. 01 bw oz i ALt� ` z F
Y
Mvv
1
CA ICV CCV . UP" F
CAL. I CCV CV, � OVA.- 2a 0 F
CAL, IC: CCV CV,
C3 [g..o " '� �w%� ' F
. .�
CA (C CCV
CY,
W, P F
f
,
CA IC CCV ' 10 1P,
CAL ICV . L01 d,
+n .a
r
�1 F
CAL I CV, .,, F
mmmmm ��
(415
CAL ICV CCV A4 WL, F
�A F
CAL ICV CCv
CAL ICV CCV P F
CAL ICV CCV p F
CAL ICV CCV p F
..............11 . � "'i........ ........ .........
pH(REFERENCE:DEP SOP FT 1100) Acceptance Criteria+/-0.2 SU
Meter/Instrument Name and Unique ID:
CAL ICV CCV Initials I Date Time Standard(SU) Exp,Date Lot# Response(SU) Deviation il
(SU) Pass or Fail
CV CCV ,0, A, Ob
F
° r
CA I 1CV CCV Qio�,, I . i t o.m, r ' ry� - i' ;.p�r
F
CK,
CAL !CV I av
v
u
(9.�, 1
F
i
c N *mu;
CAL C,� CCV `° F
o,
CAL Cv, CCV6"' 4,h1w Cfy) F
It
CAL IC CC�VF
CAL ICV nC 1� � t., �� � ������� ,, ,� � ,J'�, � � F
CAL ICV ACC
CAL l CV 11Cc '01,A/21, 2e)-waq
Ck4l F
CAL ICV CCV P F
CAL ICV CCV p F
CAL ICV CCV P F
CAL ICV CCV P F
CAL ICV CCV p F
CAL lCV CCV P F
Perform ICVs and CCVs only in "READ/RUN" mode,
CAL-Calibration; ICV-Initial Calibration Verification;and, CCV-Continuing Calibration Verification.
Deviation 100w{(Response/Standard)*100)
Version Date:November 2021
W,
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.............
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All projtct persorim�l, includina v--s'
i�ocs, rmlSt follow the requirements ofthis Sit" Sa[l,..ty Plan, In
ocder to docuni.-I
'd L,a I "cYceement with, thi's n:,�,quirernerit, a
personriel, must comolete this
'Sik2 t� and 1-41-1.,�alth Plan Compliance z�k,reement," These agreemen[s) w' p L i ri I
i.11 be kle his S'
Safety Plan arid will become Part of the pet-t-nancri[ pr(-),)ec( record Upon complenon, of si�e te
anvl�ies,
By sicmincy belo��
hako-, read the Site Hl,.,�alffi and Saf�,oj Plan (H,ASP), or I have beu-n vcrball�
adviwcl oflLs coptcmLs I unctersland, and f agree to compjy v\J�h all of i(s provkilc)ns, I understand
that f COUld be prohibiteci trorri ��or-kmcy on the pro' -11 mw/ be su -C( to chsciplinar� anorIS)
jec(,, anc
flor viola(incy any ot'Lht,- heaith and sate(� c-cluirerylen
-ts soec,["Ied 'n [h S D
.......... Date Tinw [n,,,'Ow
"7 ....... ............
......................
..........
.......... ......
.............. .......... ......... .. ........
................. . ..........
............ ............
......................
....................... ....... -------------
............. ........... ........... ........... ,-,.. ..................... .......
................................................
..........
.......... ......
............),-,... ...... ....... ------
................................... ..........
.... .......
........... ...... ------
................... .............................. ...................
.............. ............ ....... -------
........... .......
..................... ............ .. ....... ...........
............
............
................... ...............
... ............ -------- ................
...........-
............ ......... ......
.............. ............. .................. .......
............... ........
..................... .......
............ ................
............................ - -----------............... ............. .......... ..........
............ ................ ................
............. ............. ...... -----------
24
APPENDIX B
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
LSSI SAR—Sunshine#323
Facility ID#:44/8511949
S
MAS Project#:M51399
ENVIRONMENTAL, LLC
Jupiter Environmental Laboratories,Inc.
J up iter; 150 S.Old Dixie Highway
Jupiter,FL 33458
a c'
S' Phone:(561)575-0030
Fax:(561)575-4118
www.jupiteriabs.com
clientservices@jupiteriabs.com
October 8,2025
Mike Minard
MAS Environmental LLC
205 N Armenia Ave.,Suite#102
Tampa, FL 33609
RE: LOG# 2597213
Project ID: Sunshine#323 M51399
Dear Mike Minard:
Enclosed are the analytical results for sample(s)received by the laboratory on Thursday,October 02,2025. Results reported herein
conform to the most current NELAC standards,where applicable,unless indicated by*in the body of the report.The enclosed Chain
of Custody is a component of this package and should be retained with the package and incorporated therein.
Results for all solid matrices are reported in dry weight unless otherwise noted. Results for all liquid matrices are reported as
received in the laboratory unless otherwise noted. Results relate only to the samples received.Should insufficient sample be
provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements,then the data will be
analyzed,evaluated and reported using all other available quality control measures.
Samples are disposed of after 30 days of their receipt by the laboratory unless extended storage is requested in writing.The
laboratory maintains the right to charge storage fees for archived samples.This report will be archived for 5 years after which time it
will be destroyed without further notice, unless prior arrangements have been made.
Certain analyses are subcontracted to outside NELAC certified laboratories, please see the Project Summary section of this report
for NELAC certification numbers of laboratories used.A Statement of Qualifiers is available upon request.
If you have any questions concerning this report,please feel free to contact me.
Sincerely,
Genes-o�> De Sousa
Genesis De Sousa for
Kacia Baldwin
kaciab@jupiterlabs.com
Report ID:2597213 Page 1 of 32
NELAP Accredited
FDOH#E86546
CERTIFICATE OF ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Jupiter Environmental Laboratories,Inc..
Jupiter Environmental Laboratories,Inc.
J up iter; 150 S.Old Dixie Highway
Jupiter,FL 33458
a c'
S' Phone:(561)575-0030
Fax:(561)575-4118
SUMMARY OF HITS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab Sample ID Client Sample ID Result/
Analyte Qual PQL MDL Units Method
2597213001 MW-lR
Toluene 0.650i 1.00 0.400 ug/L EPA 8260D
Xylenes-Total 1.23i 3.00 0.800 ug/L EPA 8260D
m&p-xylene 0.830i 2.00 0.800 ug/L EPA 8260D
o-Xylene 0.400i 1.00 0.400 ug/L EPA 8260D
2-Methyl naphthalene 0.048i 0.093 0.046 ug/L EPA 8270E/PAH SIM
Acenaphthene 0.028i 0.046 0.023 ug/L EPA 8270E/PAH SIM
Naphthalene 0.137 0.093 0.046 ug/L EPA 8270E/PAH SIM
2597213002 MW-2R
Ethylbenzene 1.47 1.00 0.400 ug/L EPA 8260D
Toluene 0.750i 1.00 0.400 ug/L EPA 8260D
Xylenes-Total 2.36i 3.00 0.800 ug/L EPA 8260D
m&p-xylene 1.68i 2.00 0.800 ug/L EPA 8260D
o-Xylene 0.680i 1.00 0.400 ug/L EPA 8260D
Lead 3.4 2.0 1.2 ug/L E PA 2 0 0.8(Tota 1)
1-Methyl naphthalene 0.177 0.093 0.046 ug/L EPA 8270E/PAH SIM
2-Methyl naphthalene 0-057i 0.093 0.046 ug/L EPA 8270E/PAH SIM
Acenaphthene 0.255 0.046 0.023 ug/L EPA 8270E/PAH SIM
Fluoranthene 0.073 0.046 0.023 ug/L EPA 8270E/PAH SIM
Naphthalene 0.371 0.093 0.046 ug/L EPA 8270E/PAH SIM
Pyrene 0.093 0.046 0.023 ug/L EPA 8270E/PAH SIM
2597213003 MW-3R
Toluene 0.640i 1.00 0.400 ug/L EPA 8260D
2-Methyl naphthalene 0.088i 0.093 0.046 ug/L EPA 8270E/PAH SIM
Naphthalene 0.091 i 0.093 0.046 ug/L EPA 8270E/PAH SIM
2597213004 MW-4R
Toluene 0-540i 1.00 0.400 ug/L EPA 8260D
2597213005 MW-5
Toluene 0.570i 1.00 0.400 ug/L EPA 8260D
Benzo(a)anthracene 0.034i 0.046 0.023 ug/L EPA 8270E/PAH SIM
Benzo(a)pyrene 0.037i 0.046 0.014 ug/L EPA 8270E/PAH SIM
Benzo(b)fluoranthene 0.077 0.046 0.014 ug/L EPA 8270E/PAH SIM
Benzo(g,h,i)perylene 0.054 0.046 0.014 ug/L EPA 8270E/PAH SIM
Report ID:2597213 Page 2 of 32
2510080413 NELAP Accredited
FDOH#E86546
CERTIFICATE OF ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Jupiter Environmental Laboratories,Inc..
Jupiter Environmental Laboratories,Inc.
J up iter; 150 S.Old Dixie Highway
Jupiter,FL 33458
a c'
S' Phone:(561)575-0030
Fax:(561)575-4118
SUMMARY OF HITS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab Sample ID Client Sample ID Result/
Analyte Qual PQL MDL Units Method
Benzo(k)fluoranthene 0.031 i 0.046 0.014 ug/L EPA 8270E/PAH SIM
Chrysene 0.061 0.046 0.023 ug/L EPA 8270E/PAH SIM
Dibenzo(a,h)anthracene 0.00794i 0.046 0.0046 ug/L EPA 8270E/PAH SIM
Fluoranthene 0.055 0.046 0.023 ug/L EPA 8270E/PAH SIM
lndeno(1,2,3-cd)pyrene 0.086 0.046 0.014 ug/L EPA 8270E/PAH SIM
Pyrene 0.059 0.046 0.023 ug/L EPA 8270E/PAH SIM
2597213006 MW-8R
1-Methyl naphthalene 0.260 0.096 0.048 ug/L EPA 8270E/PAH SIM
Acenaphthene 0.101 0.048 0.024 ug/L EPA 8270E/PAH SIM
Naphthalene 0.169 0.096 0.048 ug/L EPA 8270E/PAH SIM
2597213007 MW-10R
Toluene 0.600i 1.00 0.400 ug/L EPA 8260D
2597213008 MW-14D
Toluene 0.470i 1.00 0.400 ug/L EPA 8260D
Report ID:2597213 Page 3 of 32
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SAMPLE ANALYTE COUNT
Workorder:2597213
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Analytes
Lab ID Sample ID Method Reported
2597213001 MW-1 R EPA 200.8(Total) 1
EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213002 MW-2R EPA 200.8(Total) 1
EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213003 MW-3R EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213004 MW-4R EPA 200.8(Total) 1
EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213005 MW-5 EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213006 MW-8R EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213007 MW-10R EPA 8260D 10
EPA 8270E/PAH SIM 21
2597213008 MW-14D EPA 8260D 10
EPA 8270E/PAH SIM 21
FL-PRO(GC) 3
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SAMPLE SUMMARY
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID Sample ID Matrix Date Collected Date Received
2597213001 MW-1 R Aqueous Liquid 10/2/2025 10:50 10/2/2025 20:15
2597213002 MW-2R Aqueous Liquid 10/2/2025 10:15 10/2/2025 20:15
2597213003 MW-3R Aqueous Liquid 10/2/2025 11:25 10/2/2025 20:15
2597213004 MW-4R Aqueous Liquid 10/2/2025 13:05 10/2/2025 20:15
2597213005 MW-5 Aqueous Liquid 10/2/2025 12:30 10/2/2025 20:15
2597213006 MW-8R Aqueous Liquid 10/2/2025 13:20 10/2/2025 20:15
2597213007 MW-1 OR Aqueous Liquid 10/2/2025 09:30 10/2/2025 20:15
2597213008 MW-14D Aqueous Liquid 10/2/2025 11:45 10/2/2025 20:15
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213001 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-1R Date Collected: 10/2/2025 10:50
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
Toluene 0.650i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
Xylenes-Total 1.23i ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
rn&p-xylene 0.830i ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
o-Xylene 0.400i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
(MTBE)
Dibromofluoromethane(S) 102% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
Toluene d8(S) 101 % 70-130 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
4-Bromofluorobenzene(S) 102% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 04:51 TDB
Analysis Desc: EPA 200.8 Metals(W) Preparation Method: EPA 200.2 mod.
Analytical Method: EPA 200.8(Total)
Lead 1.2 U ug/L 2.0 1.2 4 10/6/2025 14:01 DB 10/6/2025 17:19 DB Pi
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
2-Methyl naphthalene 0.048i ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Acenaphthene 0.028i ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Benzo(a)anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Benzo(a)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Chrysene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Dibenzo(a,h)anthracene 0.0046 U ug/L 0.046 0.0046 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Fluoranthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Naphthalene 0.137 ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Pyrene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Nitrobenzene-d5(S) 54% 30-110 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
2-Fluorobiphenyl(S) 49% 30-110 1 10/7/2025 09:52 A 10/7/2025 16:09 JD
Report ID:2597213 Page 6 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213001 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-1R Date Collected: 10/2/2025 10:50
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
p-Terphenyl-d14(S) 61 % 30-140 1 10/7/2025 09:52 JA 10/7/2025 16:09 JD
Report ID:2597213 Page 7 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213002 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-2R Date Collected: 10/2/2025 10:15
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
Ethylbenzene 1.47 ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
Toluene 0.750i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
Xylenes-Total 2.36i ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
rn&p-xylene 1.68i ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
o-Xylene 0.680i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
(MTBE)
Dibromofluoromethane(S) 101 % 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
Toluene d8(S) 102% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
4-Bromofluorobenzene(S) 105% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:15 TDB
Analysis Desc: EPA 200.8 Metals(W) Preparation Method: EPA 200.2 mod.
Analytical Method: EPA 200.8(Total)
Lead 3.4 ug/L 2.0 1.2 4 10/8/2025 12:25 AZ 10/8/2025 13:20 DB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.177 ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
2-Methyl naphthalene 0.057i ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Acenaphthene 0.255 ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Benzo(a)anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Benzo(a)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Chrysene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Dibenzo(a,h)anthracene 0.0046 U ug/L 0.046 0.0046 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Fluoranthene 0.073 ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Naphthalene 0.371 ug/L 0.093 0.046 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Pyrene 0.093 ug/L 0.046 0.023 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Nitrobenzene-d5(S) 58% 30-110 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
2-Fluorobiphenyl(S) 43% 30-110 1 10/7/2025 09:52 A 10/7/2025 16:32 JD
Report ID:2597213 Page 8 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213002 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-2R Date Collected: 10/2/2025 10:15
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
p-Terphenyl-d14(S) 60% 30-140 1 10/7/2025 09:52 JA 10/7/2025 16:32 JD
Report ID:2597213 Page 9 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213003 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-3R Date Collected: 10/2/2025 11:25
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
Toluene 0.640i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
(MTBE)
Dibromofluoromethane(S) 103% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
Toluene d8(S) 102% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
4-Bromofluorobenzene(S) 99% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 05:39 TDB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
2-Methyl naphthalene 0.088i ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Acenaphthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Benzo(a)anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Benzo(a)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Chrysene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Dibenzo(a,h)anthracene 0.0046 U ug/L 0.046 0.0046 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Fluoranthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Naphthalene 0.091 i ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Pyrene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Nitrobenzene-d5(S) 51 % 30-110 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
2-Fluorobiphenyl(S) 43% 30-110 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
p-Terphenyl-dl4(S) 59% 30-140 1 10/7/2025 11:14 JA 10/7/2025 16:55 JD
Report ID:2597213 Page 10 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213004 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-4R Date Collected: 10/2/2025 13:05
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
Toluene 0.540i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
(MTBE)
Dibromofluoromethane(S) 103% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
Toluene d8(S) 100% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
4-Bromofluorobenzene(S) 101 % 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:03 TDB
Analysis Desc: EPA 200.8 Metals(W) Preparation Method: EPA 200.2 mod.
Analytical Method: EPA 200.8(Total)
Lead 1.2 U ug/L 2.0 1.2 4 10/8/2025 12:25 AZ 10/8/2025 13:24 DB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
2-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Acenaphthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Benzo(a)anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Benzo(a)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Chrysene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Dibenzo(a,h)anthracene 0.0046 U ug/L 0.046 0.0046 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Fluoranthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Pyrene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Nitrobenzene-d5(S) 26% 30-110 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD J2
2-Fluorobiphenyl(S) 24% 30-110 1 10/7/2025 11:14 A 10/7/2025 17:18 JD J2
Report ID:2597213 Page 11 of 32
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CERTIFICATE OF ANALYSIS
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Jupiter,FL 33458
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S' Phone:(561)575-0030
Fax:(561)575-4118
ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213004 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-4R Date Collected: 10/2/2025 13:05
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
p-Terphenyl-d14(S) 34% 30-140 1 10/7/2025 11:14 JA 10/7/2025 17:18 JD
Report ID:2597213 Page 12 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213005 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-5 Date Collected: 10/2/2025 12:30
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
Toluene 0.570i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
(MTBE)
Dibromofluoromethane(S) 105% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
Toluene d8(S) 100% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
4-Bromofluorobenzene(S) 98% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:27 TDB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
2-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Acenaphthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Benzo(a)anthracene 0.034i ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Benzo(a)pyrene 0.037i ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Benzo(b)fluoranthene 0.077 ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Benzo(g,h,i)perylene 0.054 ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Benzo(k)fluoranthene 0.031 i ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Chrysene 0.061 ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Dibenzo(a,h)anthracene 0.00794i ug/L 0.046 0.0046 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Fluoranthene 0.055 ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
lndeno(1,2,3-cd)pyrene 0.086 ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Pyrene 0.059 ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Nitrobenzene-d5(S) 48% 30-110 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
2-Fluorobiphenyl(S) 46% 30-110 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
p-Terphenyl-dl4(S) 64% 30-140 1 10/7/2025 11:14 JA 10/7/2025 17:41 JD
Report ID:2597213 Page 13 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213006 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-8R Date Collected: 10/2/2025 13:20
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/MS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
Toluene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
(MTBE)
Dibromofluoromethane(S) 104% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
Toluene d8(S) 102% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
4-Bromofluorobenzene(S) 103% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 06:51 TDB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.260 ug/L 0.096 0.048 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
2-Methyl naphthalene 0.048 U ug/L 0.096 0.048 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Acenaphthene 0.101 ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Acenaphthylene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Anthracene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Benzo(a)anthracene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Benzo(a)pyrene 0.014 U ug/L 0.048 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.048 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.048 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.048 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Chrysene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Dibenzo(a,h)anthracene 0.0048 U ug/L 0.048 0.0048 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Fluoranthene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Fluorene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.048 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Naphthalene 0.169 ug/L 0.096 0.048 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Phenanthrene 0.192 U ug/L 0.385 0.192 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Pyrene 0.024 U ug/L 0.048 0.024 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Nitrobenzene-d5(S) 55% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
2-Fluorobiphenyl(S) 45% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
p-Terphenyl-dl4(S) 60% 30-140 1 10/7/2025 11:14 JA 10/7/2025 18:04 JD
Report ID:2597213 Page 14 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213007 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-10R Date Collected: 10/2/2025 09:30
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/IVIS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
Toluene 0.600i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
(MTBE)
Dibromofluoromethane(S) 104% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
Toluene d8(S) 100% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
4-Bromofluorobenzene(S) 101 % 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:15 TDB
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.045 U ug/L 0.089 0.045 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
2-Methyl naphthalene 0.045 U ug/L 0.089 0.045 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Acenaphthene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Acenaphthylene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Anthracene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Benzo(a)anthracene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Benzo(a)pyrene 0.013 U ug/L 0.045 0.013 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Benzo(b)fluoranthene 0.013 U ug/L 0.045 0.013 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Benzo(g,h,i)perylene 0.013 U ug/L 0.045 0.013 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Benzo(k)fluoranthene 0.013 U ug/L 0.045 0.013 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Chrysene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Dibenzo(a,h)anthracene 0.0045 U ug/L 0.045 0.0045 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Fluoranthene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Fluorene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
lndeno(1,2,3-cd)pyrene 0.013 U ug/L 0.045 0.013 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Naphthalene 0.045 U ug/L 0.089 0.045 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Phenanthrene 0.179 U ug/L 0.357 0.179 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Pyrene 0.022 U ug/L 0.045 0.022 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
Nitrobenzene-d5(S) 47% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
2-Fluorobiphenyl(S) 45% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD
p-Terphenyl-dl4(S) 204% 30-140 1 10/7/2025 11:14 JA 10/7/2025 18:27 JD J2
Report ID:2597213 Page 15 of 32
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ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213008 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-14D Date Collected: 10/2/2025 11:45
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Vollatilles by GC/IVIS
Analysis Desc: BTEX/MTBE by 8260(W) Preparation Method: EPA 5030C
Analytical Method: EPA 8260D
Benzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
Ethylbenzene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
Toluene 0.470i ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
Xylenes-Total 0.800 U ug/L 3.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
rn&p-xylene 0.800 U ug/L 2.00 0.800 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
o-Xylene 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
tert-Butyl methyl ether 0.400 U ug/L 1.00 0.400 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
(MTBE)
Dibromofluoromethane(S) 103% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
Toluene d8(S) 100% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
4-Bromofluorobenzene(S) 98% 70-130 1 10/3/2025 16:00 TDB 10/4/2025 07:39 TDB
Analysis Desc: Florida PRO by GC(W) Preparation Method: EPA 351 OC
Analytical Method: FL-PRO(GC)
o-Terphenyl(S) 88% 66-139 1 10/6/2025 19:03 JL 10/7/2025 00:00 JD
Nonatriacontane(S) 81 % 40-129 1 10/6/2025 19:03 JL 10/7/2025 00:00 JD
Semlivollatilles by GC
Analysis Desc: Florida PRO by GC(W) Preparation Method: EPA 351 OC
Analytical Method: FL-PRO(GC)
Florida Pro Total 0.385 U mg/L 1.15 0.385 1 10/6/2025 19:03 JL 10/7/2025 00:00 JD
Semlivollatilles by EPA 8270
Analysis Desc: PAH List by 8270 SIM(W) Preparation Method: EPA 351 OC SIM
Analytical Method: EPA 8270E/PAH SIM
1-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
2-Methyl naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Acenaphthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Acenaphthylene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Benzo(a)anthracene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Benzo(a)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Benzo(b)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Benzo(g,h,i)perylene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Benzo(k)fluoranthene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Chrysene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Dibenzo(a,h)anthracene 0.0046 U ug/L 0.046 0.0046 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Fluoranthene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Report ID:2597213 Page 16 of 32
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S' Phone:(561)575-0030
Fax:(561)575-4118
ANALYTICAL RESULTS
Workorder:2597213
Project ID: Sunshine#323 M51399
Lab ID: 2597213008 Date Received: 10/2/2025 20:15 Matrix: Aqueous Liquid
Sample ID: MW-14D Date Collected: 10/2/2025 11:45
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Fluorene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
lndeno(1,2,3-cd)pyrene 0.014 U ug/L 0.046 0.014 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Naphthalene 0.046 U ug/L 0.093 0.046 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Phenanthrene 0.185 U ug/L 0.370 0.185 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Pyrene 0.023 U ug/L 0.046 0.023 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Nitrobenzene-d5(S) 52% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
2-Fluorobiphenyl(S) 46% 30-110 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
p-Terphenyl-d14(S) 59% 30-140 1 10/7/2025 11:14 JA 10/7/2025 18:50 JD
Report ID:2597213 Page 17 of 32
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ANALYTICAL RESULTS QUALIFIERS
Workorder:2597213
Project ID: Sunshine#323 M51399
PARAMETER QUALIFIERS
J2 Surrogate recovery was outside defined limits due to matrix interference.
Pi RPD value not applicable for sample concentrations less than 5 times the PQL.
PROJECT COMMENTS
2597213 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. A value
flagged with an"i"flag indicates that the reported value is between the laboratory method detection limit and the
practical quantitation limit.
Report ID:2597213 Page 18 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
QC Batch: MXX/1 7425 Analysis Method: EPA 200.8(Total)
QC Batch Method: EPA 200.2 mod.
Associated Lab Samples: 2597183003 2597183004 2597183005 2597184001 2597186001 2597186002
2597186003 2597186004 2597186005 2597213001
METHOD BLANK: 339656
Blank Reporting
Parameter Units Result Limit Qualifiers
Lead ug/L U 0.29
LABORATORY CONTROL SAMPLE&LCSD: 339657 339658
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Lead ug/L 50 49 48 97.2 95.7 85-115 2.06 20
MATRIX SPIKE SAMPLE: 339660 Original: 2597185006
Original Spike IVIS IVIS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
Lead ug/L 0.49 50 48 95.1 70-130
MATRIX SPIKE SAMPLE: 339662 Original: 2597213001
Original Spike IVIS IVIS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
Lead ug/L 0.27 50 47 92.7 70-130
SAMPLE DUPLICATE: 339659 Original: 2597185006
Original DUP Max
Parameter Units Result Result RPD RPD Qualifiers
Lead ug/L 0.49 U 4.17 20
Report ID:2597213 Page 19 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
SAMPLE DUPLICATE: 339661 Original: 2597213001
Original DUP Max
Parameter Units Result Result RPD RPD Qualifiers
Lead ug/L 0.27 U 20.4 20 P1
Report ID:2597213 Page 20 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
QC Batch: VXX/l 3351 Analysis Method: EPA 8260D
QC Batch Method: EPA 5030C
Associated Lab Samples: 2597194003 2597208001 2597212001 2597212002 2597212003 2597212004
2597212005 2597212006 2597213001 2597213002 2597213003 2597213004
2597213005 2597213006 2597213007 2597213008
METHOD BLANK: 339691
Blank Reporting
Parameter Units Result Limit Qualifiers
Volatiles by GC/MS
Dibromofluoromethane(S) % 102 70-130
Toluene d8(S) % 99 70-130
4-Bromofluorobenzene(S) % 99 70-130
tert-Butyl methyl ether ug/L U 0.400
(MTBE)
Benzene ug/L U 0.400
Toluene ug/L U 0.400
Ethylbenzene ug/L U 0.400
rn&p-xylene ug/L U 0.800
o-Xylene ug/L U 0.400
Xylenes-Total ug/L U 0.800
LABORATORY CONTROL SAMPLE&LCSD: 339692 339693
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Volatiles by GC/MS
Dibromofluoromethane(S) % 102 104 70-130 2 25
Toluene d8(S) % 100 100 70-130 0.2 25
4-Bromofluorobenzene(S) % 104 103 70-130 1 25
tert-Butyl methyl ether ug/L 50 55.3 54.6 ill 109 70-130 1 25
(MTBE)
Benzene ug/L 50 52.2 49.9 104 100 70-130 5 25
Toluene ug/L 50 51.8 50.1 104 100 70-130 3 25
Ethylbenzene ug/L 50 54.1 51.9 108 104 70-130 4 25
m&p-xylene ug/L 100 108 104 108 104 70-130 4 25
o-Xylene ug/L 50 54.8 51.9 110 104 70-130 5 25
Xylenes-Total ug/L 150 163 155 109 104 70-130 5 25
Report ID:2597213 Page 21 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
SAMPLE DUPLICATE: 339694 Original: 2597208001
Original DUP Max
Parameter Units Result Result RPD RPD Qualifiers
Volatiles by GC/MS
Dibromofluoromethane(S) % 41.1 0.5 25
Toluene d8(S) % 39.7 0.8 25
4-Bromofluorobenzene(S) % 40 2 25
tert-Butyl methyl ether ug/L 0 U 0 25
(MTBE)
Benzene ug/L 0 U 0 25
Toluene ug/L 0 U 0 25
Ethylbenzene ug/L 0 U 0 25
m&p-xylene ug/L 0 U 0 25
o-Xylene ug/L 0 U 0 25
Xylenes-Total ug/L 0 U 0 25
Report ID:2597213 Page 22 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
QC Batch: MXX/1 7427 Analysis Method: EPA 200.8(Total)
QC Batch Method: EPA 200.2 mod.
Associated Lab Samples: 2597213002 2597213004
METHOD BLANK: 339736
Blank Reporting
Parameter Units Result Limit Qualifiers
Lead ug/L U 0.29
LABORATORY CONTROL SAMPLE&LCSD: 339737 339738
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Lead ug/L 50 48 48 95.3 95.9 85-115 0 20
Report ID:2597213 Page 23 of 32
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Jupiter,FL 33458
a c'
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
QC Batch: XXX/20140 Analysis Method: FL-PRO(GC)
QC Batch Method: EPA 351 OC
Associated Lab Samples: 2597208001 2597213008
METHOD BLANK: 339753
Blank Reporting
Parameter Units Result Limit Qualifiers
Sernivolatiles by GC
o-Terphenyl(S) % 138 66-139
Nonatriacontane(S) % 88 40-129
Florida Pro Total mg/L U 0.100
LABORATORY CONTROL SAMPLE&LCSD: 339754 339755
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Sernivolatiles by GC
o-Terphenyl(S) % 139 131 66-139 6
Nonatriacontane(S) % 114 109 40-129 4
Florida Pro Total mg/L 0.68 0.779 0.715 115 105 66-119 9 20
Report ID:2597213 Page 24 of 32
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QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
QC Batch: XXX/20142 Analysis Method: EPA 8270E/PAH SIM
QC Batch Method: EPA 351 OC SIM
Associated Lab Samples: 2597208001 2597212001 2597212002 2597212003 2597212004 2597212005
2597212006 2597213001 2597213002 2597213003 2597213004 2597213005
2597213006 2597213007 2597213008
METHOD BLANK: 339795
Blank Reporting
Parameter Units Result Limit Qualifiers
Semivolatiles by EPA 8270
Nitrobenzene-d5(S) % 48 30-110
2-Fluorobiphenyl(S) % 53 30-110
p-Terphenyl-dl4(S) % 68 30-140
Naphthalene ug/L U 0.013
2-Methyl naphthalene ug/L U 0.013
1-Methyl naphthalene ug/L U 0.013
Acenaphthylene ug/L U 0.00625
Acenaphthene ug/L U 0.00625
Fluorene ug/L U 0.00625
Phenanthrene ug/L U 0.050
Anthracene ug/L U 0.00625
Fluoranthene ug/L U 0.00625
Pyrene ug/L U 0.00625
Benzo(a)anthracene ug/L U 0.00625
Chrysene ug/L U 0.00625
Benzo(b)fluoranthene ug/L U 0.00375
Benzo(k)fluoranthene ug/L U 0.00375
Benzo(a)pyrene ug/L U 0.00375
Dibenzo(a,h)anthracene ug/L U 0.00125
lndeno(1,2,3-cd)pyrene ug/L U 0.00375
Benzo(g,h,i)perylene ug/L U 0.00375
LABORATORY CONTROL SAMPLE&LCSD: 339796 339797
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Semivolatiles by EPA 8270
Nitrobenzene-d5(S) % 44 46 30-110 3
2-Fluorobiphenyl(S) % 46 45 30-110 2
p-Terphenyl-dl4(S) % 63 57 30-140 9
Naphthalene ug/L 0.201 0.088 0.085 44 42 30-140 3 40
2-Methyl naphthalene ug/L 0.201 0.097 0.092 48 46 30-140 5 40
1-Methyl naphthalene ug/L 0.202 0.090 0.084 44 42 30-140 7 40
Acenaphthylene ug/L 0.2 0.087 0.083 43 42 30-120 5 40
Acenaphthene ug/L 0.2 0.090 0.087 45 43 30-120 3 40
Report ID:2597213 Page 25 of 32
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Jupiter Environmental Laboratories,Inc.
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Jupiter,FL 33458
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S' Phone:(561)575-0030
Fax:(561)575-4118
QUALITY CONTROL DATA
Workorder:2597213
Project ID: Sunshine#323 M51399
LABORATORY CONTROL SAMPLE&LCSD: 339796 339797
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec %Rec Limit RPD RPD Qualifiers
Fluorene ug/L 0.2 0.090 0.087 45 43 30-140 3 40
Phenanthrene ug/L 0.202 0.093i 0.090i 46 45 30-120 3 40
Anthracene ug/L 0.2 0.085 0.082 42 41 30-140 4 40
Fluoranthene ug/L 0.2 0.102 0.094 51 47 30-120 8 40
Pyrene ug/L 0.2 0.117 0.105 58 52 40-140 11 40
Benzo(a)anthracene ug/L 0.201 0.107 0.097 53 48 30-120 10 40
Chrysene ug/L 0.201 0.112 0.100 56 50 30-140 11 40
Benzo(b)fluoranthene ug/L 0.202 0.107 0.093 53 46 30-140 14 40
Benzo(k)fluoranthene ug/L 0.201 0.099 0.087 49 43 30-140 13 40
Benzo(a)pyrene ug/L 0.2 0.076 0.066 38 33 30-140 14 40
Dibenzo(a,h)anthracene ug/L 0.201 0.094 0.103 47 51 30-140 9 40
lndeno(1,2,3-cd)pyrene ug/L 0.201 0.102 0.103 51 51 30-140 1 40
Benzo(g,h,i)perylene ug/L 0.201 0.081 0.096 41 48 30-120 17 40
Report ID:2597213 Page 26 of 32
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QUALITY CONTROL DATA QUALIFIERS
Workorder:2597213
Project ID: Sunshine#323 M51399
QUALITY CONTROL PARAMETER QUALIFIERS
Pi RPD value not applicable for sample concentrations less than 5 times the PQL.
Report ID:2597213 Page 27 of 32
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Fax:(561)575-4118
QUALITY CONTROL DATA CROSS
Workord 2597213 Sunshine#323
M51399
Lab ID Sample Batch Method QC Method Analytical Batch
2597213001 MW-1 R EPA 200.2 mod. MXX/1 7425 EPA 200.8(Total) MMS/15503
2597213001 MW-1 R EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213002 MW-2R EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213003 MW-3R EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213004 MW-4R EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213005 MW-5 EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213006 MW-8R EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213007 MW-1 OR EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213008 MW-14D EPA 5030C VXX/1 3351 EPA 8260D VMS/1 3184
2597213002 MW-2R EPA 200.2 mod. MXX/1 7427 EPA 200.8(Total) MMS/15505
2597213004 MW-4R EPA 200.2 mod. MXX/1 7427 EPA 200.8(Total) MMS/15505
2597213008 MW-14D EPA 351 OC XXX/20140 FL-PRO(GC) XGCP/7067
2597213001 MW-1 R EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213002 MW-2R EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213003 MW-3R EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213004 MW-4R EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213005 MW-5 EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213006 MW-8R EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213007 MW-1 OR EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
2597213008 MW-14D EPA 351 OC SIM XXX/20142 EPA 8270E/PAH SIM XMS/9970
Report ID:2597213 Page 28 of 32
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oAMPLE RECEIPT CONFIRMATION SHEET
Client Information
SDG.- 2597213 Profile: Mike Minard
Client: MAS Project: Su,nshine#323 M51399
Level Date Rec"d: 10/212025 815:00 PM
R.ecd via: courier
Cooler Check
#of Arrived' Security Tape
ID Temp(C) samples on, Ice Pre%tDnt Intact Comments Temp Gun ID
1.0 8 k 0 Temp Gun '.21
Checked By.- AW
...............
Sample Verification
Loose Cap�s? No All Samples on COC accounted For? Yes
Broken Containers? No All,Sam pies on COC*1 Yes
pH Verified? Yes
Written on Internal COC? No
pH Strip Lot# 29038 Sample Vol. Suff. For Analysis? Yes
��Samples Preserved in House No
Samples Rec'd W[I Hold'Time? Yes
' Acid Pres erved Samples Lot# 28812
Base Preserved Samples,Lot# Are All Samples to be Analyzed? Yes
Samples Received From courier Correct Sample Containers? Yes
,( Soil Origin (Domestic./Foreign COC Comments written on COG? Yes
Site Location/Project on COC? 'Yes Samplers Initials,on COC? Yes
Client Project#on COC? Yes
Sample Date/Time Indicated? Yes
Project F/Ign Indicated on COC Yes
TAT Requested: STD
COC relinquished/Dated'by Clien't?. Yes
Client Requests Verbal Results? No
COC Re("-.eived/Dated by,JE,L Y'e�s
JEL to Conduct ALL Analyses? Yes Client Notified of discrepancies? No
Number of Encores 0 Do VOC vials have headspace or a No
bubble>6mm (11411)?
Samples Labeled by Client 'Yes Number of Lab Filtered Metals 0
Samples Lableled by AW 0 10/312025 Lab�els Confirmed by 0
Paramet(,,,�r Subcontract An,alysis
Via Lab Name Comments
Friday,Ortaber 3,2025 Page 1 of I
Report ID:2597213-4389477 Page 32 of 32
2510080413
cph
ATTACHMENT C
Radon Testing Results
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
TAVERNIER, FLORIDA
............
RADON ANALYSIS REPORT
B TM
PROm,LLA,111116r .''
1675 North Commerce Parkway, Weston, FL 33326 (954) 384-4446
TEST ID NUMBER: 1554075-A1
DATE RECEIVED: 01/14/2026
REPORT DATE: 01/16/2026
MONROE COUNTY TEST LOCATION
151 MARINE AVE 151 MARINE AVE
TAVERNIER, FL 33090 MONROE COUNTY
TAVERNIER, FL 33090
This is a confidential report of the radon samples that were submitted to our laboratory for measurements of radon-222 levels. The results
represent the amount of radon that was present in the air during the time of sampling.The radon is measured in our laboratory using the liquid
scintillation method. This report will not be released to anyone without your permission except as required by individual state laws and guidelines.
HERE ARE YOUR TEST RESULTS
VIAL# ROOM TESTED DATE OPENED DATE CAPPED DATE ANALYZED RADON LEVEL
5561033 1ST FLOOR Jan 06,2026 Jan 09,2026 Jan 15,2026 0.4 pCi/L
2:00 PM 9:35 AM 8:15 AM
5560499 1ST FLOOR Jan 06,2026 Jan 09,2026 Jan 15,2026 <0.3 pCi/L**
2:00 PM 9:35 AM 8:04 AM
AVERAGE RADON LEVEL (average result of two tests) : 0.4 pCi/L
*This is an amended report to Test ID Number 1554075
*A(n)at the end of Test ID indicates amended report number.
** One or more analysis results fall under the Lower Limit of Detection of 0.3 pCi/L.
THE EPA RECOMMENDS THAT YOU FIX YOUR HOME IF THE RADON LEVEL IS 4 PICOCURIES(PCl/L)OR HIGHER
Please read the EPA Citizen's Guide to Radon at www.epa.gov/radon/pubs/citguide.html.Residents of New Jersey should read"Radon Testing and Mitigation:The Basics"at
http://njradon.org/download/mitbas.pdf.Radon levels less than 4 pCi/L still pose a risk.You may want to take additional measurements because radon levels can vary with the
seasons.You may also want to consider doing a long term test to determine the average radon concentrations over a longer period of time.If the radon level is 4.0 pCi/L or higher
you should perform either a long-term test or a second short-term test.If the radon level is higher than 8 pCi/L you should perform a second short-term test immediately.If you
would like to learn how to lower your radon levels,or have other questions,please contact your state radon office.
NOTICE TO CLIENTS IN THE STATE OF FLORIDA
This notice is provided to you by an organization or individual certified by the Florida Department of Health to perform radon or radon progeny measurements or radon mitigation
services.Any questions,comments,or complaints regarding the persons performing these measurement or mitigation services may be directed to the Florida Department of Health,
Bureau of Facility Programs,Radon and Indoor Air Quality,4052 Bald Cypress Way,Bin A08,Tallahassee,Florida 32399-1710(800-543-8279).
LIMITATIONS OF DATA AND PRODUCT LIABILITY
PRO-LAB expressly disclaims any and all liability for any special,incidental,or consequential damages resulting directly or indirectly from the improper use of or improper interpretation
of the radon product or its results.Any delays in receipt of the test sample by PRO-LAB shall be the sole responsibility of the purchaser and their legal remedy shall be limited to recourse
with their chosen carrier.Additionally,PRO-LAB shall not be responsible for the improper placement of the test canister nor shall PRO-LAB be liable for results derived directly or
indirectly from the improper placement of said test canister.PRO-LAB,its agents,its retailers,its distributors,and the manufacturers'sole liability are limited to the cost for the
replacement of the test canister itself only.
Jose Figueroa,RMS PRO-LAB NRSB#ARL0028 James E.McDonnell IV
NRPP CERT#109347 RT PRO-LAB NEHA ID#101461AL FL CERT#R1914
NRSB CERT#18SS007 PRO-LAB FL CERT#RB-1876
FL CERT#R2565
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Endangered Species Act (CEST and EA) — PARTNER
HUD Exchange Endangered Species Page
1. Does the project involve any activities that have the potential to affect species or habitats?
❑X No,the project will have No Effect due to the nature of the activities involved in the project.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide any documents used to make your
determination.
❑No,the project will have No Effect based on a letter of understanding, memorandum of agreement,
programmatic agreement, or checklist provided by local HUD office.
Explain your determination:
Clickenter t .
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide any documents used to make your
determination.
❑Yes, the activities involved in the project have the potential to affect species and/or habitats. 4
Continue to Question 2.
2. Are federally listed species or designated critical habitats present in the action area?
Obtain a list of protected species from the Services.This information is available on the FWS Website.
❑No, the project will have No Effect due to the absence of federally listed species and designated
critical habitat.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide any documents used to make your
determination. Documentation may include letters from the Services, species lists from the
Services' websites, surveys or other documents and analysis showing that there are no species
in the action area.
❑X Yes,there are federally listed species or designated critical habitats present in the action area.
Continue to Question 3.
3. Recommend one of the following effects that the project will have on federally listed species or
designated critical habitat:
❑X No Effect: Based on the specifics of both the project and any federally listed species in the action
area, you have determined that the project will have absolutely no effect on listed species or
critical habitat.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide any documents used to make your
determination. Documentation should include a species list and explanation of your conclusion,
and may require maps, photographs, and surveys as appropriate.
❑May Affect, Not Likely to Adversely Affect: Any effects that the project may have on federally listed
species or critical habitats would be beneficial, discountable, or insignificant.
4 Partner entities should not contact the Services directly. If the RE/HUD agrees with this
recommendation, they will have to complete Informal Consultation. Provide the RE/HUD with
a biological evaluation or equivalent document. They may request additional information,
including surveys and professional analysis, to complete their consultation.
❑Likely to Adversely Affect: The project may have negative effects on one or more listed species or
critical habitat.
4 Partner entities should not contact the Services directly. If the RE/HUD agrees with this
recommendation, they will have to complete Formal Consultation. Provide the RE/HUD with a
biological evaluation or equivalent document. They may request additional information,
including surveys and professional analysis, to complete their consultation.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
Regulatory oversight for protected fauna and flora is the responsibility of the U.S. Fish and Wildlife Service
(USFWS), Florida Fish and Wildlife Conservation Commission (FFWCC) and the Florida Department of
Agriculture and Consumer Services (DACS). The USFWS is the federal agency responsible for protecting
the nation's fish and wildlife resources through implementation of the Endangered Species Act of 1973, as
amended. ("ESA," 16 U.S.C. 1513-1543). Species (or their signs) protected under the ESA were not
observed within, or adjacent to, the subject project area during the field investigations.
The FFWCC regulate the taking of species listed as endangered, threatened or of special concern and their
nests through Rules listed in 68A-27 Florida Administrative Code. The FFWCC also provides technical
assistance to other agencies that have regulatory authority over activities, which may affect fish and wildlife
and their habitat. State protected species protected under Rules 68A-27, Florida Administrative Code, were
not observed within, or adjacent to, the subject project area during the field investigations.
Wildlife utilization is a measure of direct observations or evidence of animals' presence (e.g. scat, tracks,
dens, etc.). Potential wildlife utilization was evaluated on the basis of food sources, nesting areas, roosting
areas, den areas and protective covering. During the field investigations, direct observations or signs of
wildlife on, or near,the subject project were not observed. The existing fire station is located within a densely
developed area. The land uses in the project vicinity are, commercial and residential leaving minimal, if any
habitat for wildlife utilization.
CPH prepared a Biological Analysis using IPaC for USFWS requesting concurrence from USFWS regarding
confirmation of a "No Effect" determination for all Federally listed species documented as occurring near or
within the project site. The official I PaC Species List and Biological Analysis are provided as part of this
worksheet.
ivy V i, MINu�muiw i�
ATTACHMENT I
IPAC AND BIOLOGICAL ANALYSIS
J,f r urrt i Ut nay' rosmmimnnnnnnnnnnnnnnnnnnnnnnnn ,
United States Department of the Interior
FISH AND WILDLIFE SERVICE
° Florida Ecological Services Field Office'
777 37th St
Suite D-101
Vero Beach,FL 32960-3559
Phone: (352)448-9151 Fax: (772)562-4288
Email Address: fw4flesregs(a)fws.gov
https://www.fws.gov/office/florida-ecological-services
In Reply Refer To: 03/20/2026 19:00:05 UTC
Project Code: 2026-0002779
Project Name: Tavernier Fire Station No. 22 Hardening Project
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et sea.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Feel free to contact us
if you need more current information or assistance regarding the potential impacts to federally
proposed, listed, and candidate species and federally designated and proposed critical habitat.
Please include your Project Code, listed at the top of this letter, in all subsequent
correspondence regarding this project. Please note that under 50 CFR 402.12(e) of the
regulations implementing section 7 of the Act, the accuracy of this species list should be verified
after 90 days. This verification can be completed formally or informally as desired. The Service
recommends that verification be completed by visiting the IPaC website at regular intervals
during project planning and implementation for updates to species lists and information.An
updated list may be requested through the IPaC system by completing the same process used to
receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et sea.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
https://www.fws.gov/sites/default/files/documents/endangered-species-consultation-
handbook.pdf
Florida bonneted bat: If the Florida bonneted bat or Florida bonneted bat Critical Habitat is on
your Official Species List, please make sure you are using the 2024 Florida Bonneted Bat
Guidelines and Key and submitting acoustic survey data to NABat if acoustic surveys are
conducted.
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project-related impacts.Any activity resulting in take of migratory
birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife
Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these
Acts see https://www.fws.gov/program/migratory-bird-permits/what-we-do.
It is the responsibility of the project proponent to comply with these Acts by identifying potential
impacts to migratory birds and eagles within applicable NEPA documents (when there is a
federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents
should implement conservation measures to avoid or minimize the production of project-related
stressors or minimize the exposure of birds and their resources to the project-related
stressors. For more information on avian stressors and recommended conservation measures see
https://www.fws.gov/library/collections/threats-birds.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
2 of.........
Executive Order 13186, please visit https://www.fws.go�v/partner/council-conservation-
mi ratore -birds.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
■ Official Species List
■ USFWS National Wildlife Refuges and Fish Hatcheries
■ Bald & Golden Eagles
■ Migratory Birds
■ Marine Mammals
■ Wetlands
OFFICIAL SPECIES LIST
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Florida Ecological Services Field Office
777 37th St
Suite D-101
Vero Beach, FL 32960-3559
(352) 448-9151
3 of.......
IIII �i� ject c . . RDGD5 IJ III
PROJECT SUMMARY
Project Code: 2026-0002779
Project Name: Tavernier Fire Station No. 22 Hardening Project
Project Type: Disaster-related Grants
Project Description: Monroe County is proposing to harden the existing Tavernier Fire Station
#22 building. The hardening improvements include the replacement of
garage/bay doors in 8 locations, install storm proof windows in 4
locations, installing flood panels over doorways and storm proof doors in
4 locations, replace an existing generator in kind, replace existing
overhead electric lines with underground electric service and anchor roof
mounted units and replace 1 of 3 roof mounted units. The 0.42-acre
Monroe County Tavernier Fire Station #22 project area is located at 151
Marine Avenue, Tavernier, Florida 33070-2620 west of Overseas
Highway (U.S. Highway 1), north of Georgia Avenue, south of Marine
Avenue and east of Mangrove Marina in Section 34, Township 62 South,
Range 38 East, Monroe County, Florida
Project Location:
The approximate location of the project can be viewed in Google Maps: htt s://
www.google.com/maps/@25.010634,-80.51724346317903,14z
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4of]..........
Project code: 2026-0002779 03/20/2026 19:00:05 UTC
ENDANGERED SPECIES ACT SPECIES
There is a total of 23 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
5of17
IIII �i� Jec'!c . .79 5 5. RDO�D5 IJ III
MAMMALS
NAME STATUS
Puma (=rnountain Lion)Puma (=Felis) concolor(all subsp. except coryi) Similarity of
Population: FL Appearance
No critical habitat has been designated for this species. (Threatened)
Species profile:https:Hecos.fws.gov/ecp/species/6049
West Indian Manatee Trichechus manatus Threatened
There is final critical habitat for this species.Your location does not overlap the critical habitat.
This species is also protected by the Marine Mammal Protection Act,and may have additional
consultation requirements.
Species profile:https:Hecos.fws.gov/ecp/species/4469
General project design guidelines:
https://ipac.ecosphere.fws. ov/project/ENP62BBI6BEDTKP7Y4YUBVEPVE/documents/
generated/7281.pdf
BIRDS
NAME STATUS
Eastern Black Rail Laterallus jamaicensis jamaicensis Threatened
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/10477
REPTILES
NAME STATUS
American Alligator Alligator mississippiensis Similarity of
No critical habitat has been designated for this species. Appearance
Species profile:https:Hecos.fws.gov/ecp/species/776 (Threatened)
American Crocodile Crocodylus acutus Threatened
Population:U.S.A. (FL)
There is final critical habitat for this species.Your location overlaps the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/6604
Eastern Indigo Snake Drymarchon couperi Threatened
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/646
Florida Keys Mole Skink Plestiodon egregius egregius Proposed
There is proposed critical habitat for this species.Your location does not overlap the critical Threatened
habitat.
Species profile:https:Hecos.fws.gov/ecp/species/4480
Hawksbill Sea Turtle Eretmochelys imbricata Endangered
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/3656
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
There is proposed critical habitat for this species.
6 of.......
IIII �i� j c'!c . .79 03/20/2026 I.RDGD5 IJ III
NAME STATUS
Species profile:https:Hecos.fws.gov/ecp/species/5523
Leatherback Sea Turtle Dermochelys coriacea Endangered
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/1493
Loggerhead Sea Turtle Caretta caretta Threatened
Population: Northwest Atlantic Ocean DPS
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/1110
Rim Rock Crowned Snake Tantilla oolitica Proposed
There is proposed critical habitat for this species.Your location does not overlap the critical Endangered
habitat.
Species profile:https:Hecos.fws.gov/ecp/species/1497
INSECTS
NAME STATUS
Monarch Butterfly Danaus plexippus Proposed
There is proposed critical habitat for this species.Your location does not overlap the critical Threatened
habitat.
Species profile:https:Hecos.fws.gov/ecp/species/9743
FLOWERING PLANTS
NAME STATUS
Big Pine Partridge Pea Chamaecrista lineata keyensis Endangered
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/8416
Blodgett's Silverbush Argythamnia blodgettii Threatened
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/6823
Cape Sable Thoroughwort Chromolaena frustrata Endangered
Population:
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/4733
Everglades Bully Sideroxylon reclinatum ssp. austro floridense Threatened
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/4735
Florida Pineland Crabgrass Digitaria pauci flora Threatened
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/3728
7 of.......
IIII iii co 2 7. 5 5. .� 05 IJ III
NAME STATUS
Florida Prairie-clover Dalea carthagenensis floridana Endangered
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/2300
Florida Semaphore Cactus Consolea corallicola Endangered
Population:
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/4356
Key Tree Cactus Pilosocereus robinii Endangered
Population:
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/2520
Sand Flax Linum arenicola Endangered
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/4313
Wedge Spurge Chamaesyce deltoidea serpyllum Endangered
Population:
There is proposed critical habitat for this species.
Species profile:https:Hecos.fws.gov/ecp/species/949
CRITICAL HABITATS
There is 1 critical habitat wholly or partially within your project area under this office's
jurisdiction.
NAME STATUS
American Crocodile Crocodylus acutus Final
https:Hecos.fws.gov/ecp/species/6604#crithab
USFWS NATIONAL WILDLIFE REFUGE LANDS
AND FISH HATCHERIES
Any activity proposed on lands managed by the National Wildlife Refine system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.
8of]..........
BALD & GOLDEN EAGLES
Bald and Golden Eagles are protected under the Bald and Golden Eagle Protection Act 2 and the
Migratory Bird Treaty Act (MBTA) 1.Any person or organization who plans or conducts
activities that may result in impacts to Bald or Golden Eagles, or their habitats, should follow
appropriate regulations and consider implementing appropriate avoidance and minimization
measures, as described in the various links on this page.
1. The Bald and Golden Eagle Protection Act of 1940.
2. The Migratory Birds Treaty Act of 1918.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
There are Bald Eagles and/or Golden Eagles in your project area.
Measures for Proactively Minimizing Eagle Impacts
For information on how to best avoid and minimize disturbance to nesting bald eagles, please
review the National Bald Eagle Management Guidelines. You may employ the timing and
activity-specific distance recommendations in this document when designing your project/
activity to avoid and minimize eagle impacts. For bald eagle information specific to Alaska,
please refer to Bald Eagle Nesting and Sensitivity to Human Activity.
The FWS does not currently have guidelines for avoiding and minimizing disturbance to nesting
Golden Eagles. For site-specific recommendations regarding nesting Golden Eagles, please
consult with the appropriate Regional Migratory Bird Office or Ecological Services Field Office.
If disturbance or take of eagles cannot be avoided, an incidental take permit may be available to
authorize any take that results from, but is not the purpose of, an otherwise lawful activity. For
assistance making this determination for Bald Eagles, visit the Do I Need A Permit Tool. For
assistance making this determination for golden eagles, please consult with the appropriate
Regional Migratory Bird Office or Ecological Services Field Office.
Ensure Your Eagle List is Accurate and Complete
If your project area is in a poorly surveyed area in IPaC, your list may not be complete and you
may need to rely on other resources to determine what species may be present (e.g. your local
FWS field office, state surveys, your own surveys). Please review the Supplemental Information
on Migratory Birds and Ea les, to help you properly interpret the report for your specified
location, including determining if there is sufficient data to ensure your list is accurate.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to bald or golden eagles on your list, see the "Probability of Presence
Summary" below to see when these bald or golden eagles are most likely to be present and
breeding in your project area.
9 of.......
NAME BREEDING SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain
types of development or activities.
https://ecos.fws.gov/ecp/species/1626
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental
Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper
Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret
this report.
Probability of Presence (IIIIIIIIIIIIII)
Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project
overlaps during that week of the year.
Breeding Season ( )
Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire
range.
Survey Effort (1)
Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s)
your project area overlaps.
No Data (..................)
A week is marked as having no data if there were no survey events for that week.
IIIIIIIIIIIIII probability of presence breeding season survey effort no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle
Non-BCC
1
Vulnerable
Additional information can be found using the following links:
■ Eagle Management https://www.fws.go�v/program/eagle-management
■ Measures for avoiding and minimizing impacts to birds https://www.fws.gov/libr
collections/avoiding-and-minimizing-incidental-take-mi ratory-birds
■ Nationwide avoidance and minimization measures for birds https://www.fws.gov/sites/
1 C
default/files/documents/nationwide-standard-cons ervation-measures.pdf
■ Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/
media/supplemental-information-migratory-birds-and-bald-and-golden-eagle s-may-occur-
o v� o
proj ect-action
MIGRATORY BIRDS
The Migratory Bird Treaty Act(MBTA) 1 prohibits the take (including killing, capturing, selling,
trading, and transport) of protected migratory bird species without prior authorization by the
Department of Interior U.S. Fish and Wildlife Service (Service).
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, see the "Probability of Presence Summary"
below to see when these birds are most likely to be present and breeding in your project area.
BREEDING
NAME SEASON
American Kestrel Falco sparverius paulus Breeds Apr 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Aug 31
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/9587
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
https:Hecos.fws.gov/ecp/species/1626
Chimney Swift Chaetura pelagica Breeds Mar 15
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 25
and Alaska.
https:Hecos.fws.gov/ecp/species/9406
Great Blue Heron Ardea herodias occidentalis Breeds Jan 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Dec 31
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/10590
IIII �i� j c"!c . .79 3 3. .� 03 IJ III
BREEDING
NAME SEASON
Gull-billed Tern Gelochelidon nilotica Breeds May 1
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31
and Alaska.
https:Hecos.fws.gov/ecp/species/9501
Least Tern Sternula antillarum antillarum Breeds Apr 25
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 5
and Alaska.
https:Hecos.fws.gov/ecp/species/11919
Lesser Yellowlegs Tringa flavipes Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
https:Hecos.fws.gov/ecp/species/9679
Magnificent Frigatebird Fregata magni ficens Breeds Oct 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Apr 30
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/9588
Mangrove Cuckoo Coccyzus minor Breeds Apr 20
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 20
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/9581
Painted Bunting Passerina ciris Breeds Apr 25
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 15
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/9511
Prairie Warbler Setophaga discolor Breeds May 1
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31
and Alaska.
https:Hecos.fws.gov/ecp/species/9513
Reddish Egret Egretta ru fescens Breeds Mar 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Sep 15
and Alaska.
https:Hecos.fws.gov/ecp/species/7617
Ruddy Turnstone Arenaria interpres morinella Breeds
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/10633
Semipalmated Sandpiper Calidris pusilla Breeds
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere
(BCRs)in the continental USA
https:Hecos.fws.gov/ecp/species/9603
:........ of.......
BREEDING
NAME SEASON
Short-billed Dowitcher Limnodromus griseus Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
https://ecos.fws.gov/ecp/species/9480
Swallow-tailed Kite Elanoides forficatus Breeds Mar 10
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jun 30
and Alaska.
https:Hecos.fws.gov/ecp/species/8938
White-crowned Pigeon Patagioenas leucocephala Breeds May 1
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 30
and Alaska.
https://ecos.fws.gov/ecp/species/4047
Willet Tringa semipalmata Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 5
and Alaska.
https:Hecos.fws.gov/ecp/species/10669
Wilson's Plover Charadrius wilsonia Breeds Apr 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Aug 20
and Alaska.
https://ecos.fws.gov/ecp/species/9722
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental
Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper
Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret
this report.
Probability of Presence (IIIIIIIIIIIIII)
Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project
overlaps during that week of the year.
Breeding Season ( )
Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire
range.
Survey Effort (1)
Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s)
your project area overlaps.
No Data (..................)
A week is marked as having no data if there were no survey events for that week.
IIII �i� jec"!c . . .� 05 IJ III
IIIIIIIIIIIIII probability of presence breeding season survey effort no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
American Kestrel
BCC-BCR
Bald Eagle I�
Non-BCC
1
Vulnerable
Chimney Swift J J
BCC Rangewide �f
(CON)
Great Blue Heron I� J J I�BCC-BCR
1JJJ� dlll
Gull-billed Tern
1 �
BCC Rangewide
(CON)
Least Tern Ili I�
BCC Rangewide
(CON)
Lesser Yellowlegs
BCC Rangewide
(CON)
Magnificent l� J
, „ , J � J
Frigatebird f
1 � IIIII
BCC-BCR
Mangrove Cuckoo 0 0 0
BCC-BCR
Painted Bunting
BCC-SCR
Prairie Warbler ly J I� Ili I�
BCC Rangewide
(CON)
Reddish Egret J
BCC Rangewide
(CON)
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Rudd Turnstone I� �J
Y �,. M � M,,,. �,. .m,,, �,. ��M,,,. �,. �,, ,,, ����� �,. �,. M,,,. .
BCC-BCR
Semipalmated
Sandpiper
BCC-BCR
coda: 202&0002 7......79 03/20/2026 J.R�00�D5 IJ��FC
Short-billed
Dowitcher
BCC Rangewide
(CON)
Swallow-tailed Kite
BCC Rangewide
(CON)
White-crowned
.......... J J J J .......
Pigeon
BCC Rangewide
(CON)
Willet
BCC Rangewide
(CON)
Wilson's Plover
BCC Rangewide
(CON)
Additional information can be found using the following links:
• Eagle Management https://www.fws.gov/program/eagle-management
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/libr
collections/avoiding-and-minimizing-incidental-take-migratory-birds
• Nationwide avoidance and minimization measures for birds
• Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/
media/supplemental-information-mi gratory-birds-and-bald-and-golden-eagle s-may-o ccur-
proj ect-action
MARINE MAMMALS
Marine mammals are protected under the Marine Mammal Protection Act. Some are also
protected under the Endangered Species Act!and the Convention on International Trade in
2
Endangered Species of Wild Fauna and Flora .
The responsibilities for the protection, conservation, and management of marine mammals are
shared by the U.S. Fish and Wildlife Service [responsible for otters, walruses, polar bears,
manatees, and dugongs] and NOAA Fisheries3 [responsible for seals, sea lions, whales, dolphins,
and porpoises]. Marine mammals under the responsibility of NOAA Fisheries are not shown on
this list; for additional information on those species please visit the Marine Mammals page of the
NOAA Fisheries website.
The Marine Mammal Protection Act prohibits the take of marine mammals and further
coordination may be necessary for project evaluation. Please contact the U.S. Fish and Wildlife
Service Field Office shown.
1. The Endangered Species Act (ESA) of 1973.
1 5 of]...........7
2. The Convention on International Trade in Endangered Species of Wild Fauna and Flora
(CITES) is a treaty to ensure that international trade in plants and animals does not
threaten their survival in the wild.
3. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
NAME
West Indian Manatee Trichechus manatus
Species profile:https:Hecos.fws.gov/ecp/species/4469
WETLANDS
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S.Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
THERE ARE NO WETLANDS WITHIN YOUR PROJECT AREA.
1 6 of ......
Project code: 2026-0002779 03/20/2026 19:00:05 UTC
IPAC USER CONTACT INFORMATION
Agency: Private Entity
Name: Estefania Pinon Rey
Address: 1117 E. Robinson St
City: Orlando
State: FL
Zip: 32801
Email estefania.rey@cphcorp.com
Phone: 9157771882
LEAD AGENCY CONTACT INFORMATION
Lead Agency: Department of Housing and Urban Development
17 of 17
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/aioiamioi oiici i riooiioi aiiiiiiano of rrai rrr r
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Scale:1 inch-1 mile
Date: 10/10/2025 SPECIES MAP"
Photo Date:N/A TAVERNIE FIDE STATION#22 FIGURE
Project No.M4 11 SECTION 3�4, TOWNSHIP SOUTH, RANGE 33 EAST
.I
Biologist:AED G,IS:ERR/LE M N OE COUNTY", FLORIDA
TAVERNIER FIRE STATION NO. 22
HARDENING PROJECT
BIOLOGICAL ANALYSIS
Prepared using IPaC
Generated by Estefania Pinon Rey(estefania.rey@cphcorp.com)
December 2, 2025
The purpose of this document is to assess the effects of the proposed project and
determine whether the project may affect any federally threatened, endangered,
proposed, or candidate species. If appropriate for the project, this document may
be used as a biological assessment (BA), as it is prepared in accordance with
legal requirements set forth under Section 7 of the Endangered Species Act (16
U.S.C. 1536 (gD.
In this document, any data provided by U.S. Fish and Wildlife Service is based on data as of October
15, 2025.
Prepared using IPaC version 6.128.17-rc2
TAVERNIER FIRE STATION NO. 22 HARDENING
PROJECT BIOLOGICAL ASSESSMENT
TABLE OF CONTENTS
1 Description of the action 6
1.1 Project name 6
1.2 Executive summary 6
1.3 Effect determination summary 7
1.4 Project description 9
1.4.1 Location 9
1.4.2 Description of project habitat 9
1.4.3 Project proponent information 10
1.4.4 Project purpose 10
1.4.5 Project type and deconstruction 10
1.4.6 Anticipated environmental stressors 13
1.5 Action area 15
1.6 Conservation measures 16
1.6.1 best management practices 16
1.7 Prior consultation history 16
1.8 Other agency partners and interested parties 17
1.9 Other reports and helpful information 18
2 Species effects analysis 19
2.1 American Crocodile 19
Relevant documentation 19
Justification for exclusion 19
2.2 Big Pine Partridge Pea 19
Relevant documentation 19
Justification for exclusion 19
2.3 Blodgett's Silverbush 20
Relevant documentation 20
Justification for exclusion 20
2.4 Cape Sable Thoroughwort 20
Relevant documentation 20
Justification for exclusion 20
2.5 Eastern Black Rail 20
Relevant documentation 20
Justification for exclusion 20
2.6 Eastern Indigo Snake 21
Relevant documentation 21
2
Justification for exclusion 21
2.7 Everglades Bully 21
Relevant documentation 21
Justification for exclusion 21
2.8 Florida Keys Mole Skink 21
Relevant documentation 21
Justification for exclusion 21
2.9 Florida Panther 22
Relevant documentation 22
Justification for exclusion 22
2.10 Florida Pineland Crabgrass 22
Relevant documentation 22
Justification for exclusion 22
2.11 Florida Prairie-clover 22
Relevant documentation 22
Justification for exclusion 22
2.12 Florida Semaphore Cactus 23
Relevant documentation 23
Justification for exclusion 23
2.13 Gulf Sturgeon 23
Relevant documentation 23
Justification for exclusion 23
2.14 Hawksbill Sea Turtle 23
Relevant documentation 23
Justification for exclusion 23
2.15 Kemp's Ridley Sea Turtle 24
Relevant documentation 24
Justification for exclusion 24
2.16 Key Tree Cactus 24
Relevant documentation 24
Justification for exclusion 24
2.17 Leatherback Sea Turtle 24
Relevant documentation 24
Justification for exclusion 24
2.18 Loggerhead Sea Turtle 25
Relevant documentation 25
Justification for exclusion 25
2.19 Monarch Butterfly 25
Relevant documentation 25
Justification for exclusion 25
2.20 Rim Rock Crowned Snake 25
3
Relevant documentation 25
Justification for exclusion 25
2.21 Sand Flax 26
Relevant documentation 26
Justification for exclusion 26
2.22 Wedge Spurge 26
Relevant documentation 26
Justification for exclusion 26
3 Critical habitat effects analysis 27
3.1 American Crocodile critical habitat 27
Relevant documentation 27
Justification for exclusion 27
4 Summary Discussion and Conclusion 28
4.1 Summary discussion 28
4.2 Conclusion 28
TavernierFireStation 20251202 IPaC CPBdoc 4
TavernierFireStation 20251202 IPaC CPBdoc 5
1 DESCRIPTION OF THE ACTION
1.1 PROJECT NAME
Tavernier Fire Station No. 22 Hardening Project
1.2 EXECUTIVE SUMMARY
The 0.42-acre Monroe County Tavernier Fire Station #22 hardening project is located in
a densely populated and developed area of Tavernier, Florida. Monroe County was
awarded a CDBG-MIT (Grant# 10157) to assist in the rehabilitation or hardening of the
existing Fire Station #22. The hardening improvements include the replacement of
garage/bay doors in 8 locations, installation of storm proof windows in 4 locations, flood
panel over doorways and storm proof doors in 4 locations, replace an existing
generator, replace existing overhead electric lines with underground electric service and
anchor roof mounted units and replace 1 of the 3 roof mounted units.
TavernierFireStation 20251202 IPaC CPBdoc 6
1.3 EFFECT DETERMINATION SUMMARY
SPECIES SCIENTIFIC LISTING PRESENT IN EFFECT
(COMMON NAME STATUS ACTION AREA DETERMINATION
NAME)
OR
CRITICAL
HABITAT
American Alligator Alligator Similarity of Not Applicable Not Applicable
mississippiensis Appearance
(Threatened)
American Crocodile Crocodylus acutus Threatened No NE
Big Pine Partridge Pea Chamaecrista lineata Endangered No NE
keyensis
Blodgett's Silverbush Argythamnia Threatened No NE
blodgettii
Cape Sable Chromolaena frustrata Endangered No NE
Thoroughwort
Eastern Black Rail Laterallus jamaicensis Threatened No NE
ssp.jamaicensis
Eastern Indigo Snake Drymarchon couperi Threatened No NE
Everglades Bully Sideroxylon Threatened No NE
reclinatum ssp.
austrofloridense
Florida Keys Mole Plestiodon egregius Proposed Threatened Excluded from Excluded from analysis
Skink egregius analysis
Florida Panther Puma(=Felis) Endangered No NE
concolor coryi
Florida Pineland Digitaria pauciflora Threatened No NE
Crabgrass
Florida Prairie-clover Dalea carthagenensis Endangered No NE
floridana
Florida Semaphore Consolea corallicola Endangered No NE
Cactus
Gulf Sturgeon Acipenser oxyrinchus Threatened No NE
(=oxyrhynchus)
desotoi
Hawksbill Sea Turtle Eretmochelys Endangered No NE
imbricata
Kemp's Ridley Sea Lepidochelys kempii Endangered No NE
Turtle
Key Tree Cactus Pilosocereus robinii Endangered No NE
Leatherback Sea Turtle Dermochelys coriacea Endangered No NE
Loggerhead Sea Turtle Caretta caretta Threatened No NE
TavernierFireStation 20251202 IPaC CPBdoc 7
SPECIES SCIENTIFIC LISTING PRESENT IN EFFECT
(COMMON NAME STATUS ACTION AREA DETERMINATION
NAME)
OR
CRITICAL
HABITAT
Monarch Butterfly Danaus plexippus Proposed Threatened Excluded from Excluded from analysis
analysis
Puma(=mountain Puma(=Felis) Similarity of Not Applicable Not Applicable
Lion) concolor(all subsp. Appearance
except coryi) (Threatened)
Rim Rock Crowned Tantilla oolitica Proposed Excluded from Excluded from analysis
Snake Endangered analysis
Sand Flax Linum arenicola Endangered No NE
Wedge Spurge Chamaesyce deltoidea Endangered No NE
serpyllum
West Indian Manatee. Trichechus manatus Threatened NE
This species or
critical habitat is
covered by a DKey.
Wood Stork.This Mycteria americana Threatened NE
species or critical
habitat is covered by
a DKey.
American Crocodile Crocodylus acutus Final No NE
critical habitat
t This .species or critical habitat has been analyzed through a Determination Ke
p v g v
TavernierFireStation 20251202 IPaC CPBdoc 8
1.4 PROJECT DESCRIPTION
1.4.1 LOCATION
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LOCATION
Monroe County, Florida
1.4.2 DESCRIPTION OF PROJECT HABITAT
The habitat on site is an existing fire station.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter - Oct. 30 2025 - FINALsm
TavernierFireStation 20251202 IPaC CPBdoc 9
1.4.3 PROJECT PROPONENT INFORMATION
Provide information regarding who is proposing to conduct the project, and their contact
information. Please provide details on whether there is a Federal nexus.
REQUESTING AGENCY
Private Entity
FULL NAME
Estefania Pinon Rey
STREET ADDRESS
1117 E. Robinson St
CITY STATE ZIP
Orlando FL 32801
PHONE NUMBER E-MAIL ADDRESS
9157771882 estefania.rey@cphcorp.com
LEAD AGENCY
Department of Housing and Urban Development
1.4.4 PROJECT PURPOSE
Monroe County was awarded a CDBG-MIT (Grant# 10157) to replace garage/bay doors
(8 locations), install storm proof windows (4 locations), install flood panels over
doorways and storm proof doors (4 locations), replace an existing generator in kind,
replace existing overhead electric lines with underground electric service, anchor roof
mounted units and replace 1 of the 3 roof mounted units to harden the Tavernier Fire
Station #22 to withstand future storm events this will assist in the rehabilitation, or
hardening, of the existing fire station in Tavernier, Florida.
The advantages to hardening the Monroe County Tavernier Fire Station #22 are
continual use, no loss of functionality of the building, and a decrease in insurance rates
for storm and flood mitigation. Fire Station #22 will be able to provide the services and
assistance needed during significant storm events with the proposed improvements
benefiting the entire community. Hardening is a preferred alternative to reconstruction or
replacement of a structure and the most cost-efficient approach to storm-loss mitigation.
Without the needed hardening improvements, Fire Station #22 would be vulnerable to
storm damage.
1.4.5 PROJECT TYPE AND DECONSTRUCTION
This project is a repair/replace residential & commercial structures after flood damage
project.
TavernierFireStation 20251202 IPaC CPBdoc 10
1.4.5.1 PROJECT MAP
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LEGEND
Project footprint
................ ................
Layer 1: Floodproofing, implement dust controls, install utilities
TavernierFireStation 20251202 IPaC CPBdoc 11
1.4.5.2 FLOODPROOFING
ACTIVITY START DATE
April 01, 2026
ACTIVITY END DATE
February 28, 2027
STRESSORS
This activity is not expected to have any impact on the environment.
DESCRIPTION
Floodproofing will entail the installation of panel mounts to exterior of each building
door, installs flood barriers and install generator and concrete protection to prevent
water damage, and run electrical wiring underground.
1.4.5.3 IMPLEMENT DUST CONTROLS
ACTIVITY START DATE
April 01, 2026
ACTIVITY END DATE
February 28, 2027
STRESSORS
■ Increase in dust
■ Increase in noise
DESCRIPTION
Contractors will use BMPs as necessary during construction to eliminate or reduce
dust and debris.
TavernierFireStation 20251202 IPaC CPBdoc 12
1.4.5.4 INSTALL UTILITIES
ACTIVITY START DATE
April 01, 2026
ACTIVITY END DATE
February 28, 2027
STRESSORS
■ Increase in noise
DESCRIPTION
Contractor will install an exterior generator along with a concrete slab for protection
and run electrical wiring underground between generator and building.
1.4.6 ANTICIPATED ENVIRONMENTAL STRESSORS
Describe the anticipated effects of your proposed project on the aspects of the land, air
and water that will occur due to the activities above. These should be based on the
activity deconstructions done in the previous section and will be used to inform the
action area.
1.4.6.1 SOIL AND SEDIMENT
The topmost layer of earth on the landscape and its components(e.g., rock, sand, gravel, silt, etc.). This
feature includes the physical characteristics of soil, such as depth, compaction, etc. Soil quality attributes (e.g,
temperature, pH, etc.) should be placed in the Environmental Quality Features.
1.4.6.1.1 INCREASE IN DUST
ANTICIPATED MAGNITUDE
This stressor is not expected to occur; the following explanation has been provided:
This stressor was completely avoided by implementing a conservation measure.
CONSERVATION MEASURES
■ Best management practices
STRUCTURES AND ACTIVITIES
■ Implement dust controls
1.4.6.2 HUMAN ACTIVITIES
Human actions in the environment(e.g., fishing, hunting, farming, walking, etc.).
TavernierFireStation 20251202 IPaC CPBdoc 13
1.4.6.2.1 INCREASE IN NOISE
ANTICIPATED MAGNITUDE
This stressor is not expected to occur; the following explanation has been provided:
This stressor was completely avoided by implementing a conservation measure.
CONSERVATION MEASURES
■ Best management practices
STRUCTURES AND ACTIVITIES
■ Implement dust controls
■ Install utilities
TavernierFireStation 20251202 IPaC CPBdoc 14
1.5 ACTION AREA
as"',
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LEGEND
Project footprint
stressor location
TavernierFireStation 20251202 IPaC CPBdoc 15
1.6 CONSERVATION MEASURES
1.6.1 BEST MANAGEMENT PRACTICES
DESCRIPTION
During construction, the contractor is required to take all reasonable measures to
prevent polluting, silting or disturbing to such an extent that it causes an increase in
turbidity in the remaining water resources. Such measures shall be approved by the
project engineer and may include, but not be limited to, construction of temporary
erosion control structures such as sediment basins, sediment checks and/or silt barriers
and hay bales. Therefore, the project is compliant with Chapter 582, Florida Statue
(F.S.) through the implementation of BMP and it will be a requirement of permitting with
the FDEP. BMPS shall be used during construction by the contractor.
STRESSORS
■ Increase in dust
■ Increase in noise
1.7 PRIOR CONSULTATION HISTORY
This is the first consultation with USFWS.
TavernierFireStation 20251202 IPaC CPBdoc 16
1.8 OTHER AGENCY PARTNERS AND INTERESTED PARTIES
Florida Department of Environmental Protection (FDEP)
South District
P.O. Box 2549
Fort Myers, FL 33902-2549
Phone: 239-344-5600
Fax: 850-412-0590
South Florida Water Management District (SFWMD)
3301 Gun Club Road
West Palm Beach, Florida 33406
Phone: 561-686-8800
U.S. Army Corps of Engineers (USAGE)
South Atlantic, Jacksonville District
Regulatory Division
701 San Marco Boulevard
Jacksonville, Florida
Phone: 904-232-1177
State Historic Preservation Office (SHPO)
Division of Historical Resources (DHR)
500 South Bronough Street
R.A. Gray Building, Room 305
Tallahassee, FL 32399-0250
Phone: 850-245-6333
U.S. Fish &Wildlife Service (USFWS)
Vero Beach Office
1339 20th Street
Vero Beach, Florida 32960-3559
Phone: 772-562-3909
Florida Fish & Wildlife Conservation Commission (FFWCC)
TavernierFireStation 20251202 IPaC CPBdoc 17
South Region
8535 Northlake Boulevard
West Palm Beach, Florida 33412
Phone: 561-625-5122
Federal Emergency Management Agency (FEMA)
Florida Region 4
770-220-5200
FEMA-R4-Info@fema.dhs.gov
U.S. Environmental Protection Agency (EPA) Region 4
Sam Nunn Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, GA 30303-8960
Air & Radiation Division Phone: 404-562-9077
Water Protection Phone: 404-562-9345
Main Phone: 404-562-9900
1.9 OTHER REPORTS AND HELPFUL INFORMATION
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
TavernierFireStation 20251202 IPaC CPBdoc 18
2 SPECIES EFFECTS ANALYSIS
This section describes, species by species, the effects of the proposed action on listed,
proposed, and candidate species, and the habitat on which they depend. In this
document, effects are broken down as direct interactions (something happening directly
to the species) or indirect interactions (something happening to the environment on
which a species depends that could then result in effects to the species).
These interactions encompass effects that occur both during project construction and
those which could be ongoing after the project is finished. All effects, however, should
be considered, including effects from direct and indirect interactions and cumulative
effects.
2.1 AMERICAN CROCODILE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for American crocodile was not observed
within the subject project area. The American crocodile was not observed within the
subject project area.
2m2 BIG PINE PARTRIDGE PEA
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Big Pine Partridge Pea was not
observed within the subject project area. The Big Pine Partridge Pea was not observed
within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 19
2.3 BLODGETT'S SILVERBUSH
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Blodgett's Silverbush was not
observed within the subject project area. The Blodgett's Silverbush was not observed
within the subject project area.
2.4 CAPE SABLE THOROUGHWORT
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Cape Sable Thoroughwort was not
observed within the subject project area. The Cape Sable Thoroughwort was not
observed within the subject project area.
2.5 EASTERN BLACK RAIL
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Eastern Black Rail was not observed
within the subject project area. The Eastern Black Rail was not observed within the
subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 20
2.6 EASTERN INDIGO SNAKE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Eastern Indigo Snake was not
observed within the subject project area. The Eastern Indigo Snake was not observed
within the subject project area.
2.7 EVERGLADES BULLY
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Everglades Bully was not observed
within the subject project area. The Everglades Bully was not observed within the
subject project area.
2.8 FLORIDA KEYS MOLE SKINK
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Florida Keys Mole Skink was not
observed within the subject project area. The Florida Keys Mole Skink was not observed
within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 21
2.9 FLORIDA PANTHER
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Florida Panther was not observed
within the subject project area. The Florida Panther was not observed within the subject
project area.
2.10 FLORIDA PINELAND CRABGRASS
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Florida Pineland Crabgrass was not
observed within the subject project area. The Florida Pineland Crabgrass was not
observed within the subject project area.
2.11 FLORIDA PRAIRIE-CLOVER
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Florida Prairie-clover was not
observed within the subject project area. The Florida Prairie-clover was not observed
within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 22
2.12 FLORIDA SEMAPHORE CACTUS
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Florida Semaphore Cactus was not
observed within the subject project area. The Florida Semaphore Cactus was not
observed within the subject project area.
2.13 GULF STURGEON
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Gulf Sturgeon was not observed
within the subject project area. The Gulf Sturgeon was not observed within the subject
project area.
2.14 HAWKSBILL SEA TURTLE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Hawksbill Sea Turtle was not
observed within the subject project area. The Hawksbill Sea Turtle was not observed
within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 23
2.15 KEMPS RIDLEY SEA TURTLE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Kemp's Ridley Sea Turtle was not
observed within the subject project area. The Kemp's Ridley Se Turtle was not observed
within the subject project area.
116 KEY TREE CACTUS
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Key Tree Cactus was not observed
within the subject project area. The Key Tree Cactus was not observed within the
subject project area.
2.17 LEATHERBACK SEA TURTLE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Leatherback Sea Turtle was not
observed within the subject project area. The Leatherback Sea Turtle was not observed
within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 24
2.18 LOGGERHEAD SEA TURTLE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Loggerhead Sea Turtle was not
observed within the subject project area. The Loggerhead Sea turtle was not observed
within the subject project area.
2.19 MONARCH BUTTERFLY
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Monarch Butterfly was not observed
within the subject project area. The Monarch Butterfly was not observed within the
subject project area.
2m2O RIM ROCK CROWNED SNAKE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and potential habitat for the Rim Rock Crowned Snake was not
observed within the subject project area. The Rim Rock Crowned Snake was not
observed within the subject project area.
TavernierFireStation 20251202 IPaC CPBdoc 25
2.21 SAND FLAX
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and Sand Flax was not observed within the subject project area.
2.22 WEDGE SPURGE
This species has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
The project site is an existing fire station. CPH Environmental scientist conducted an
ecological assessment and Wedge Spurge was not observed within the subject project
area.
TavernierFireStation 20251202 IPaC CPBdoc 26
3 CRITICAL HABITAT EFFECTS ANALYSIS
3.1 AMERICAN CROCODILE CRITICAL HABITAT
This critical habitat has been excluded from analysis in this environmental review
document.
RELEVANT DOCUMENTATION
■ USFWS Federal Species Determination Letter- Oct. 30 2025 - FINALsm
JUSTIFICATION FOR EXCLUSION
PROJECT IS WITHIN AN EXCLUSION ZONE WHICH INCLUDES AN EXISTING
BUILDING WITH PAVED ROADS AND PARKING LOTS.
TavernierFireStation 20251202 IPaC CPBdoc 27
4 SUMMARY DISCUSSION AND CONCLUSION
4.1 SUMMARY DISCUSSION
The American crocodile (Crocodylus acutus) is listed as threatened with the USFWS
and the FFWCC. Historical nesting habitat of the American crocodile extended into the
Florida Keys. Currently, the habitat distribution is estimated for the southern area of the
Everglades to the Key Largo area. American Crocodiles inhabit brackish or saltwater
areas and can be found in ponds, coves and creeks in mangrove swamps. The subject
project area consists entirely of developed uplands and lacks any suitable American
crocodile habitat. USFWS-designated critical habitat for other species is not mapped as
occurring on, or in the immediate vicinity of the project area.
4.2 CONCLUSION
Species protected under the ESA were not observed within, or adjacent to, the subject
project area during the on-site investigation. Based on the results of our field
investigations, the habitat located within the proposed project limits does not contain
suitable habitat for the listed species presented in the IPaC database official species list.
Therefore, CPH is requesting concurrence from USFWS regarding the confirmation of a
"No Effect" determination for all federally listed species on the official IPaC species list
for the subject project.
TavernierFireStation 20251202 IPaC CPBdoc 28
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON)DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Explosive and Flammable Hazards (CEST and EA)—PARTNER
HUD Exchange Explosive and Flammable Facilities Pale
1. Does the proposed HUD-assisted project include a hazardous facility(a facility that mainly stores,
handles or processes flammable or combustible chemicals such as bulk fuel storage facilities and
refineries)?
❑X No
4 Continue to Question 2.
❑ Yes
Explain:
Clickenter text.
4 Continue to Question 5.
2. Does this project include any of the following activities: development,construction,rehabilitation
that will increase residential densities,or conversion?
❑X No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below.
❑ Yes 4 Continue to Question 3.
3. Within 1 mile of the project site,are there any current orplanned stationary aboveground storage
containers:
• Of more than 100-gallon capacity, containing common liquid industrial fuels OR
• Of any capacity, containing hazardous liquids or gases that are not common liquid industrial
fuels?
❑ No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with
this section. Continue to the Worksheet Summary below. Provide all documents used to
make your determination.
❑ Yes 4 Continue to Question 4.
4. Is the Separation Distance from the project acceptable based on standards in the Regulation?
Please visit HUD's website for information on calculating Acceptable Separation Distance.
❑ Yes
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below.
Provide maps) showing the location of the project site relative to any tanks and your
separation distance calculations. If the map identifies more than one tank, please identify
the tank you have chosen as the "assessed tank."
❑ No
--> Continue to Question 6.
Provide maps) showing the location of the project site relative to any tanks and your
separation distance calculations. If the map identifies more than one tank,please identify
the tank you have chosen as the "assessed tank."
5. Is the hazardous facility located at an acceptable separation distance from residences and any
other facility or area where people may congregate or be present?
Please visit HUD's website for information on calculating Acceptable Separation Distance.
❑ Yes
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the worksheet Summary below.
Provide map(s)showing the location of the project site relative to residences and any other
facility or area where people congregate or are present and your separation distance
calculations.
❑ No
4 Continue to Question 6.
Provide map(s)showing the location of the project site relative to residences and any other
facility or area where people congregate or are present and your separation distance
calculations.
6. For the project to be brought into compliance with this section, all adverse impacts must be
mitigated. Explain in detail the exact measures that must be implemented to make the
Separation Distance acceptable, including the timeline for implementation. If negative effects
cannot be mitigated,cancel the project at this location.
Note that only licensed professional engineers should design and implement blast barriers. If a
barrier will be used or the project will be modified to compensate for an unacceptable separation
distance, provide approval from a licensed professional engineer.
Clickr t.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The proposed HUD-assisted project does not include the development of a hazardous facility, and does
not include development, construction or rehabilitation that will increase residential densities or
conversion.The generator being replaced will be in kind and not increase in size or capacity.
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
Q U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
RegIV
DEVF��4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Farmlands Protection (CEST and EA) - PARTNER
HUD Exchange Farmlands Protection Pale
1. Does your project include any activities, including new construction, acquisition of undeveloped
land or conversion,that could convert agricultural land to a non-agricultural use?
❑ Yes 4 Continue to Question 2.
❑X No
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below.
2. Does "important farmland," including prime farmland, unique farmland, or farmland of statewide
or local importance regulated under the Farmland Protection Policy Act, occur on the project site?
You may use the links below to determine important farmland occurs on the project site:
■ Utilize USDA Natural Resources Conservation Service's NRCS Web Soil Survey I„ e iI
5.g by e
■ Check with your city or county's planning department and ask them to document if the project
is on land regulated by the FPPA (zoning important farmland as non-agricultural does not
exempt it from FPPA requirements)
■ Contact NRCS at the local USDA service center I JSDA Local Service Center Contact ,,, I ,
b a
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,
or our NRCS state soil scientist N[ tat,,,,,,, Contacts b e for assistance
Y ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,p,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
❑ No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide any documents used to
make your determination.
❑ Yes 4 Continue to Question 3.
3. Consider alternatives to completing the project on important farmland and means of avoiding
impacts to important farmland.
■ Complete form AD-1006, "Farmland Conversion Impact Rating" and contact the state soil
scientist before sending it to the local NRCS District Conservationist.
■ Work with NRCS to minimize the impact of the project on the protected farmland. When you
have finished with your analysis, return a copy of form AD-1006 to the USDA-NRCS State Soil
Scientist or his/her designee informing them of your determination.
Work with the RE/HUD to determine how the project will proceed. Document the conclusion:
❑Project will proceed with mitigation.
Explain in detail the proposed measures that must be implemented to mitigate for the impact
or effect,including the timeline for implementation.
Click here to enter text.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide form AD-1006 and all other documents used
to make your determination.
❑Project will proceed without mitigation.
Explain why mitigation will not be made here:
Click here to enter text.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide form AD-1006 and all other documents used
to make your determination.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The Farmland Protection Policy Act was enacted in 1981 (P.L. 98-98)to minimize the unnecessary
conversion of farmland to nonagricultural uses as a result of federal actions. In addition, the Act seeks to
assure that federal programs are administered in a manner that will be compatible with state and local
policies and programs that have been developed to protect farmland. The policy of the NRCS is to protect
significant agricultural lands from conversions that are irreversible and result in the loss of an essential food
and environmental resource. The NRCS has developed criteria for assessing the effects of federal actions
on converting farmland to other uses, including a Farmland Conversion Impact Rating form AD-1066 that
documents asite-scoring evaluation process to assess its potential agricultural value. The proposed project
does not adversely affect prime farm land. Agricultural activities are not located near the project area based
on field observations. The project is located within the densely populated and developed City of Tavernier.
Attachment F
Farmland Classification—Monroe County,Keys Area, Florida
(10157 Monroe County) 0
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Farmland Classification—Monroe County, Keys Area, Florida 10157 Monroe County
Farmland Classification
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
30 Pennekamp gravelly Not prime farmland 0.7 100.0%
muck-Urban land
complex,0 to 2
percent slopes,
extremely stony
Totals for Area of Interest 0.7 100.0%
Description
Farmland classification identifies map units as prime farmland, farmland of
statewide importance, farmland of local importance, or unique farmland. It
identifies the location and extent of the soils that are best suited to food, feed,
fiber, forage, and oilseed crops. NRCS policy and procedures on prime and
unique farmlands are published in the "Federal Register,"Vol. 43, No. 21,
January 31, 1978.
Rating Options
Aggregation Method: No Aggregation Necessary
Aggregation is the process by which a set of component attribute values is
reduced to a single value that represents the map unit as a whole.
A map unit is typically composed of one or more "components". A component is
either some type of soil or some nonsoil entity, e.g., rock outcrop. For the
attribute being aggregated, the first step of the aggregation process is to derive
one attribute value for each of a map unit's components. From this set of
component attributes, the next step of the aggregation process derives a single
value that represents the map unit as a whole. Once a single value for each map
unit is derived, a thematic map for soil map units can be rendered. Aggregation
must be done because, on any soil map, map units are delineated but
components are not.
For each of a map unit's components, a corresponding percent composition is
recorded. A percent composition of 60 indicates that the corresponding
component typically makes up approximately 60% of the map unit. Percent
composition is a critical factor in some, but not all, aggregation methods.
The majority of soil attributes are associated with a component of a map unit, and
such an attribute has to be aggregated to the map unit level before a thematic
map can be rendered. Map units, however, also have their own attributes. An
attribute of a map unit does not have to be aggregated in order to render a
corresponding thematic map. Therefore, the "aggregation method"for any
attribute of a map unit is referred to as "No Aggregation Necessary".
Tie-break Rule: Lower
usDA Natural Resources Web Soil Survey 3/18/2026
Conservation Service National Cooperative Soil Survey Page 5 of 6
Farmland Classification—Monroe County, Keys Area, Florida 10157 Monroe County
The tie-break rule indicates which value should be selected from a set of multiple
candidate values, or which value should be selected in the event of a percent
composition tie.
usDA Natural Resources Web Soil Survey 3/18/2026
Conservation Service National Cooperative Soil Survey Page 6 of 6
OMB No.2506'0177
(exp. 7/3l/%OZ8)
�� � U.S. s���T�s�TOF HOUSING AND URBAN vvxsnINorom`oc zm^zo'moo
* q.~�*�
This VVorksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD inpreparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the VVorhsheet.
F|oodp|sln Management(CEST and EA)
General Requirements Legislation Regulation
Executive Order 11988, Executive Order 11988 24 CFR 55
Floodplain Management, Executive Order 13690
requires Federal activities to 42 USC 4001-4128
to avoid direct and indirect
support of floodplain
development to the extent
Reference
HUD Exchange Floodplain Management Page
l. Does this project mmeete~ exemmptio~ et 24 CFR 55.12 from compliance with HUO/sfloodp|si~
management regulations in Part 55 or utilize the delayed compliance date for certain Office of
Housing programs?
[] Yes
Select the applicable citation et24 CFR 525.12snd provide supporting documentation for the
determination ifapplicable.
s) [] HUD-assisted activities described in24CFRS@.34 and S8.3S(b)
b) [] HUD-assisted activities described in 24CFR 50.19, except asotherwise indicated in §
50.19
c) [] The approval of financial assistance for restoring and preserving the natural and
beneficial functions and values of floodplains and wetlands, including through acquisition of
such floodplain and wetland property,where a permanent covenant or comparable
restriction is place on the property's continued use for flood control,wetland projection,
open space, or park land, but only if:
(l) The property is cleared of all existing buildings and walled structures; and
(2) The property is cleared of related improvements except those which:
(i) Are directly related toflood control, wetland protection, open space, or
park land (including playgrounds and recreation areas);
(ii) Do not modify existing wetland areas or involve fill, paving, orother
ground disturbance beyond minimal trails or paths; and
(iii) Are designed tube compatible with the beneficial f|oodp|ainorwetland
function of the property.
d) ❑ An action involving a repossession, receivership, foreclosure, or similar acquisition of
property to protect or enforce HUD's financial interests under previously approved loans,
grants, mortgage insurance, or other HUD assistance
e) ❑ Policy-level actions described at 24 CFR 50.16 that do not involve site-based decisions
f) ❑ A minor amendment to a previously approved action with no additional adverse impact
on or from a floodplain or wetland;
g) ❑ HUD's or the responsible entity's approval of a project site, an incidental portion of which
is situated in the FFRMS floodplain (not including the floodway, LiMWA, or coastal high
hazard area) but only if:
(1)The proposed project site does not include any existing or proposed buildings or
improvements that modify or occupy the FFRMS floodplain except de minimis
improvements such as recreation areas and trails; and
(2)the proposed project will not result in any new construction in or modifications
of a wetland
h) ❑ Issuance or use of Housing Vouchers or other forms of rental subsidy where HUD,the
awarding community, or the public housing agency that administers the contract awards
rental subsidies that are not project-based (i.e., do not involve site-specific subsidies)
i) ❑ Special projects directed to the removal of material and architectural barriers that
restrict the mobility of and accessibility to elderly and persons with disabilities.
Based on the response, the review is in compliance with this section. Continue to the Worksheet
Summary below.
❑ Yes. Office of Housing programs utilizing the January 1, 2025 compliance date.These reviews
must comply with the 2013 version of the Part 55 regulations. Continue to Worksheet Summary
for 2013 version to upload supporting documentation.
0 No. Continue to Question 2.
2. Does the project include a Critical Action?
0 Yes. Describe the Critical Action. Examples of Critical Actions include projects involving
hospitals,fire and police stations, nursing homes, hazardous chemical storage,storage of valuable
records, and utility plants. Continue to Question 4.
The proposed action involves hardening the existing Tavernier Fire Station#22 to prevent
future storm and flooding damage.
❑ No. Continue to Question 3.
3. Determine the extent of the FFRMS floodplain and provide mapping documentation in support
of that determination.
The extent of the FFRMS floodplain can be determined using a Climate Informed Science
Approach (CISA), 0.2 percent flood approach (0.2 PFA), or freeboard value approach (FVA). For
projects in areas without available CISA data or without FEMA Flood Insurance Rate Maps(FIRMs),
Flood Insurance Studies (FISs) or Advisory Base Flood Elevations (ABFEs), use the best available
information to determine flood elevation. Include documentation and an explanation of why this
is the best available information for the site. Note that newly constructed and substantially
improved structures must be elevated to the FFRMS floodplain regardless of the approach chosen
to determine the floodplain.
Select one of the following three options:
❑ CISA for non-critical actions. If using a local tool, data, or resources, ensure that the FFRMS
elevation is higher than would have been determined using the 0.2 PFA or the FVA.
❑ 0.2-PFA. Where FEMA has defined the 0.2-percent-annual-chance floodplain, the FFRMS
floodplain is the area that FEMA has designated as within the 0.2-percent-annual-chance
floodplain.
❑ FVA. If neither CISA nor 0.2-PFA is available,for non-critical actions,the FFRMS floodplain is the
area that results from adding two feet to the base flood elevation as established by the effective
FIRM or FIS or—if available —a FEMA-provided preliminary or pending FIRM or FIS or advisory
base flood elevations, whether regulatory or informational in nature. However, an interim or
preliminary FEMA map cannot be used if it is lower than the current FIRM or FIS.
a. Does your project occur in the FFRMS floodplain?
❑Yes, continue to part b.
❑ No. Review for floodplain management is complete.
b. Is your project located in any of the floodplain categories below? Select all that apply. If none
apply,continue to question 7.
❑ Floodway: Continue to Question 5. Floodways.
❑ Coastal High Hazard Area (V Zone) or Limit of Moderate Wave Action (LiMWA): Continue
to Question 6. Coastal High Hazard Areas and LiMWAs.
4. Determine the extent of the FFRMS floodplain and provide mapping documentation in support
of that determination.
The extent of the FFRMS floodplain can be determined using a Climate Informed Science
Approach (CISA), or the higher of the 0.2 percent flood approach (0.2 PFA), or freeboard value
approach (FVA). For projects in areas without available CISA data or without FEMA Flood
Insurance Rate Maps (FIRMs), Flood Insurance Studies (FISs) or Advisory Base Flood Elevations
(ABFEs), use the best available information to determine flood elevation. Note that newly
constructed and substantially improved structures must be elevated to the FFRMS floodplain
regardless of the approach chosen to determine the floodplain.
Utilize CISA to determine the FFRMS floodplain for critical actions
❑ CISA for Critical Actions. If using a local tool,ensure that the FFRMS elevation provided is higher
than the 0.2 PFA or T above the base flood elevation.
OR;
Choose the higher of 0.2 PFA or FVA elevations
❑ 0.2-PFA. Where FEMA has defined the 0.2-percent-annual-chance floodplain, the FFRMS
floodplain is the area that FEMA has designated as within the 0.2-percent-annual-chance
floodplain.
0 FVA. For critical actions, the FFRMS floodplain is the area that results from adding three feet
to the base flood elevation as established by the effective FEMA FIRM or FIS or—if available —a
FEMA-provided preliminary or pending FIRM or FIS or advisory base flood elevations, whether
regulatory or informational in nature. However, an interim or preliminary FEMA map cannot be
used if it is lower than the current FIRM or FIS.
a. Does your project occur in the FFRMS floodplain?
DYes, continue to part b.
❑No. Review for floodplain management is complete.
b. Is your project located in any of the floodplain categories below? Select all that apply. If none
apply,continue to question 7.
❑ Floodway: Continue to Question 5. Floodways.
❑ Coastal High Hazard Area (V Zone)or LiMWA: Continue to Question 6. Coastal High Hazard
Areas and LiMWAs.
5. Floodways
Do the floodway exemptions at 55.8 or 55.21 apply?
❑ Yes
The 8-Step Process is required. Document mitigation measures necessary to meet the
requirements in 55.8 or 55.21. Provide a completed 8-Step Process, including the early public
notice and the final notice.
Continue to Question 7. 8-Step Process.
❑ No
Federal assistance may not be used at this location.You must either choose an alternate site
or cancel the project at this location.
6. Coastal High Hazard Area (V Zone) and LiMWAs
Do the exemptions at 55.8 or 55.21 apply?
❑ Yes
The 8-Step Process is required. Document mitigation measures necessary to mee the
requirements in 55.8 or 55.21. Provide a completed 8-Step Process, including the early public
notice and the final notice.
Continue to Question 7. 8-Step Process.
❑ No
Federal assistance may not be used at this location.You must either choose an alternate site
or cancel the project at this location.
7. 8-Step Process.
Does the 8-Step Process apply?Select one of the following options:
❑ 8-Step Process is inapplicable per 55.13.
Select the applicable citation:
❑ (a) HUD's mortgage insurance actions and other financial assistance for the purchasing,
mortgaging,or refinancing of existing one-to four-family properties in communities that
are in the Regular Program of the NFIP and in good standing ( i.e., not suspended from
program eligibility or placed on probation under 44 CFR 59.24), where the action is not
a critical action and the property is not located in a floodway, coastal high hazard area,
or LiMWA;
❑ (b) Financial assistance for minor repairs or improvements on one- to four-family
properties that do not meet the thresholds for "substantial improvement" under
§55.2(b)(12);
❑ (c) HUD or a recipient's actions involving the disposition of individual HUD or recipient
held, one-to four-family properties;
❑ (d) HUD guarantees under the Loan Guarantee Recovery Fund Program (24 CFR part 573),
where any new construction or rehabilitation financed by the existing loan or mortgage
has been completed prior to the filing of an application under the program, and the
refinancing will not allow further construction or rehabilitation, nor result in any physical
impacts or changes except for routine maintenance;
❑ (e)The approval of financial assistance to lease units within an existing structure located
within the floodplain, but only if;
(1)The structure is located outside the floodway or coastal high hazard area,
and is in a community that is in the Regular Program of the NFIP and in good
standing( i.e., not suspended from program eligibility or placed on probation
under 44 CFR 59.24); and
(2)The project is not a critical action; and
(3)The entire structure is or will be fully insured or insured to the maximum
extent available under the NFIP for at least the term of the lease.
❑ (f) Special projects for the purpose of improving efficiency of utilities or installing
renewable energy that involve the repair, rehabilitation, modernization,
weatherization, or improvement of existing structures or infrastructure, do not meet
the thresholds for"substantial improvement" under§55.2(b)(12), and do not include
the installation of equipment below the FFRMS floodplain elevation.
Based on the response, the review is in compliance with this section. Continue to the Worksheet Summary
below.
❑ 5-Step Process is applicable per 55.14.
Provide documentation of 5-Step Process.
Select the applicable citation:
❑ (a) HUD actions involving the disposition of HUD-acquired multifamily housing projects or
"bulk sales" of HUD-acquired one- to four-family properties in communities that are in
the Regular Program of the National Flood Insurance Program (NFIP) and in good
standing (i.e., not suspended from program eligibility or placed on probation under 44
CFR 59.24).
❑ (b)HUD's actions under the National Housing Act (12 U.S.C. 1701) for the purchase or
refinancing of existing multifamily housing projects, hospitals, nursing homes, assisted
living facilities, board and care facilities, and intermediate care facilities, in communities
that are in good standing under the NFIP.
❑ (c) HUD's or the recipient's actions under any HUD program involving the repair,
rehabilitation, modernization, weatherization, or improvement of existing multifamily
housing projects, hospitals, nursing homes, assisted living facilities, board and care
facilities, intermediate care facilities,and one-to four-family properties, in communities
that are in the Regular Program of the National Flood Insurance Program (NFIP) and are
in good standing, provided that the number of units is not increased more than 20
percent,the action does not involve a conversion from nonresidential to residential land
use, the action does not meet the thresholds for "substantial improvement" under §
55.2(b)(10),and the footprint of the structure and paved areas is not increased by more
than 20 percent.
❑ (d) HUD's (or the recipient's) actions under any HUD program involving the repair,
rehabilitation, modernization, weatherization, or improvement of existing
nonresidential buildings and structures, in communities that are in the Regular Program
of the NFIP and are in good standing, provided that the action does not meet the
thresholds for "substantial improvement" under § 55.2(b)(10) and that the footprint of
the structure and paved areas is not increased by more than 20 percent
❑ (e) HUD's or the recipient's actions under any HUD program involving the repair,
rehabilitation,or replacement of existing nonstructural improvements including streets,
curbs and gutters,where any increase of the total impervious surface area of the facility
is de minimis. This provision does not include critical actions, levee systems, chemical
storage facilities (including any tanks), wastewater facilities, or sewer lagoons.
Continue to Question 8. Mitigation.
0 8-Step Process applies.
Provide a completed 8-Step Process, including the early public notice and the final notice.
Continue to Question 8. Mitigation.
8. Mitigation
For the project to comply with this section, all adverse impacts must be mitigated. Explain in
detail the measures that must be implemented to mitigate the impact or effect, including the
timeline for implementation. Note: newly constructed and substantially improved structures
within the FFRMS floodplain must be elevated to the FFRMS floodplain elevation or
floodproofed, if applicable.
The project does not involve any adverse impacts. The project involves hardening of an existing
fire station. The action will not increase the footprint of the structure or paved areas and does not
meet the threshold of substantial improvement under § 55.2(b)(10).
Which of the following if any mitigation/minimization measures have been identified for this project in
the 8-Step or 5-Step Process?Select all that apply.
❑ Buyout and demolition or other supported clearance of floodplain structures
❑ Insurance purchased in excess of statutory requirement under the Flood Disaster
Protection Act of 1973
❑ Permeable surfaces
❑ Natural landscape enhancements that maintain or restore natural hydrology
❑ Planting or restoring native plant species
❑ Bioswales
❑ Stormwater capture and reuse
❑ Green or vegetative roofs with drainage provisions
❑ Natural Resources Conservation Service conservation easements or similar easements
❑X Floodproofing of structures as allowable (e.g. non-residential floors)
❑ Elevating structures (including freeboard above the required base flood elevations)
❑ Levee or structural protection from flooding
❑ Channelizing or redefining the floodway or floodplain through a Letter of Map Revision
(LOMR)
Based on the response, the review is in compliance with this section. Continue to the Worksheet
Summary below.
Worksheet Summary
Compliance Determination
Provide a clear description of your determination and a synopsis of the information that it was based on,
such as:
• FIRM panel numbers
• CISA data or maps
• Information on other data or tools used or accessed
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your region
Include all documentation supporting your findings in your submission to HUD
The project involves hardening of an existing fire station. The fire station improvements
proposed are designed to fortify the existing facility to make it less susceptible to flood events.
The importation of fill material is not proposed as part of the fire station hardening. Therefore,
impacts to the floodplain are not anticipated. The action will not increase the footprint of the
structure or paved areas and does not meet the threshold of substantial improvement under §
55.2(b)(10). The FEMA FIRM map is provided as part of this worksheet as Attachment A.
The project is in Zone AE 100-year floodplain (ELM). The panel number is Panel#0919K and
the effective date is 2/18/2005. The 8-step decision-making process can be found attached to
this worksheet as Attachment B. Monroe County published the early floodplain public notice
on February 26, 2026, and the final floodplain public notice on March 19,2026. Early and final
floodplain public notice publications are provided in Attachment C.
cph
ATTACHMENT A
FEMA Firm Map
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
TAVERNIER, FLORIDA
.......... ............................
ir
.j FEMA FIRM Panel Boundary
pprox. Proper
ZONE AE- 100-YEAR FLOODPLAIN -Areas subject to inundation by the Boundary
1-percent-annual-chance flood event determined by detailed methods.
OPEN WATER
ZONE VE- 100-YEAR FLOODPLAIN -Coastal areas with a 1%or greater
chance of flooding and an additional hazard associated with storm
waves.
ZONE X 500-YEAR FLOODPI-AIN -Area of Minimal Flood Hazard
,ZONE X BETWEEN THE LEMITS OF THE 100-YEAR AND 500-YEAR
FLOODPLAEN -Areas of 0.2%annual chance flood hazards and areas of
1%annual chance flood hazards with average depths of less than 1 foot
or with drainage areas less than 1 square mile.
Federal Emergency Management Agency(FEMA) Flood Insurance Rate
Map(FIRM)#12087CO919K, Panel 0919K(Revised 2/18/2005)
rox. Property
Location
Afl
Scale:1 inch 2,000 feet N FE,MA FIRM MAP- 12087CO919K
Date: 10/7/2025 FIGURE
Photo Date-2022 TAVERNIER FIRE STATION #22 6
Project�No.M�4311 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
lBiolog�st:AED GIS:ERR/LEC MONROE COUNTY, FLORIDA
ATTACHMENT B
8mStep Decision Making Process
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
TAVERNIER, FLORIDA
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
8-STEP DECISION-MAKING PROCESS CASE STUDY
--Tavernier Fire Station #22 Hardening Project
Monroe County is proposing to harden the existing Tavernier Fire Station #22 building. The
hardening improvements include the replacement of garage/bay doors in 8 locations, installing
storm proof windows in 4 locations, installing flood panels over doorways and storm proof doors
in 4 locations, replacing an existing generator in kind, replacing existing overhead electric lines
with underground electric service and anchor roof mounted units and replacing I of 3 roof mounted
units.
--Decision-Making Process for E.O. 11988 and E.O. 13690 as Provided by 24 CFR §55.20
Step I
Determine whether the action is located within the Federal Flood Risk Management Standard
(FFRMS)floodplain using the Climate-Informed-Science-Approach (CISA) which applies the
best-available, actionable, hydrologic and hydraulic data; the 0.2-Percent-Annual-Chance
(500-Year) Flood Approach which uses the elevation andflood hazard area as depicted by the
0.2-Percent-Ann ual-Chance floodplain; or the Freeboard-Value-Approach (FVA) = Base-
Flood-Elevation or 100 year floodplain (BFE+2' or BFE+3'for critical actions) to calculate
the FFRMSfloodplain elevation.
This project proposes to harden the existing Tavernier Fire Station #22 building. According to
flood insurance rate maps from FEMA's Map Service Center, there is a 500-year floodplain (Aera
of Minimal Flood Hazard)and a I 00-year floodplain(Areas subject to inundation by the I-percent-
annual-chance flood event) on the 0.42-acre subject project area. The project is thus in the FFRMS
floodplain but not in a Special Flood Hazard Area. See FEMA map panel #0919K, effective
02/18/2005. Because the project is a critical action, the BFE+3' has been used to calculate the
FFRMS floodplain elevation.
None of the exceptions at 55.12 or 55.13 apply, so the 8-step process is required, including an
evaluation of direct and indirect impacts associated with construction, occupancy, and
modification of the floodplain.
Step 2
Notify thepublicfor early review of theproposal and involve the affected and
interested public in the decision-making process.
An early public notice was published on the County's public bulletin board February 26, 2026 and
the final notice was published on March 16, 2026. The notice was also published in Spanish and
made accessible for individuals with disabilities. Public comments were accepted through April
15, 2026.
The notice included the project name, proposed location, and description of the activity; the total
number of acres of floodplain or wetland involved; the related natural and beneficial functions and
values of the floodplain or wetland that may be adversely affected by the proposed activity; the
name of the Certifying Officer; and the phone number to call for information. The notice included
the hours of the County's office as well.
Comments from the public were not received.
Step 3
Identify and evaluate practicable alternatives.
The following parameters were considered by Monroe County in selecting a site:
(a) The existing fire station is susceptible to hurricane and storm damages, making it a
primary candidate for hardening efforts.
(b) The project must be able to be primary funded through a resiliency grant
(c) The project must be cost effective and supply a benefit to the County's emergency
operations
Monroe County considered several alternative sites and actions in terms of the goals identified in
the project description and reviewed or considered through the lenses of natural, social, and
economic values explained at 24 CFR 55.20(c)(2):
A. Locate the Project Outside of the Floodplain
1.The County considered other buildings which may lie outside the floodplain, however,
the CDBG grant which was applied for is specifically for hardening and resiliency. This
fire station was the most applicable. Alternative buildings were considered and found not
feasible.
2. Other sites considered
Other sites considered would have had more impact to the floodplain and/or would require
much more funding than was allocated by the CDBG grant. The Tavernier site was selected
due to being the least impactful project within the floodplain area.
B. No Action or Alternative Actions that Serve the Same Purpose
A no action alternative was also considered and rejected because of the current needs of the
existing fire station, its need to operate under storm conditions in order to ensure public safety,
and in addition its ability to function as emergency operations. The grant funding and project will
help to maintain these operations and prevent building damages during storm events, and will have
minimal to zero impact on the existing floodplain.
Step 4
Identify potential direct and indirect impacts associated with floodplain
development.
This project does not propose any impacts to the floodplain. The work being performed will be
immediately within or adjacent to the existing building, improving the structural integrity of the
building and enabling it to withstand major storm events. The project also removes an old standby
generator to replace with a permanent generator which will be set above the floodplain. This
generator will be set in an existing impervious location adjacent to the building and will have no
impact to the floodplain since it will be installed on an existing developed site.
This project further mitigates impacts to the floodplain by improving the existing building,
protecting it against potential damages during major storm events, and further protecting it from
flood intrusion. The improvements account for sea level rise,resiliency, and ensures no additional
impacts will be created to the floodplain.
State or federally listed threatened or endangered species will not be impacted by the project (see
Section 7 consultation under Endangered Species Act and correspondence with the State Natural
Resources Division). According to consultation with U.S. Fish and Wildlife Service's National
Wetlands Inventory,wetlands do not occur on or near the project area. The project will incorporate
best management practices to minimize any potential adverse stormwater runoff impacts during
construction.
The construction will not impact agricultural lands, and existing native landscaping on the site will
be preserved to the extent possible.
Step 5
Where practicable, design or modify the proposed action to minimize the potential adverse
impacts to lives,property, and natural values within the floodplain and to restore and preserve
the values of the floodplain.
1. Elevation: The project does not propose any modifications to the existing building's
elevations, therefore no additional impact will occur.
a. The existing municipal building will be floodproofed to the 500-year flood
elevation per FEMA 44 CFR 60.3(c)(3)(11).
2. Minimization: This project has taken into account and made all considerations to minimize
any impact to the floodplain. By utilizing the existing site and building envelope, and
staying within the existing developed parameters, no additional impact will occur due to
this project.
3. Restoration and Preservation:No environmental mitigation will be required for this project
since there will be no impact to any natural environment. The project will occur on an
existing developed site within the existing development limits. In addition, no floodplain
impacts occurred by past actions, since this building was erected prior to implementation
of the current floodplain mapping. This project will ensure appropriate measures are taking
to have no additional impact to the environment or the floodplain.
4. Planning for Residents' and Occupants' Safety: This project is non-residential, however,
maintaining and ensuring the existing fire station operates under adverse weather
conditions, which this project will specifically improve upon, will ensure the lift safety of
local residents within Monroe County.
Step 6
Reevaluate the alternatives
The proposed site is the only location that satisfies the County's criteria for the project without
being cost-prohibitive or not feasible. This project will have no impact on the floodplain, while
only increasing the lift safety of local residents.
The no action alternative is also impracticable because it will not satisfy the need improve the
existing building, increasing its resiliency, and would cause detrimental lift safety issues if this
project does not move forward.
Step 7
Determination of no practicable alternative and publication of final notice
Monroe County determines that there is no practicable alternative for locating the project within
the FFRMS floodplain. This is due to: 1) the need to protect and improve the existing fire station;
2) the grant requirements for resiliency measures of County facilities; 3) the County's goals for
providing life safety throughout their jurisdiction for fire control, emergency response, and overall
public well-being.
A final public notice was published on the County's public bulletin board on March 16, 2026. The
notice was also published in Spanish and made accessible for individuals with disabilities. Public
comments were accepted through April 15, 2026, with no public comments received.. Copies of
the notice were sent to the regional FEMA office and state emergency management agency,which
previously expressed interests in receiving floodplain notices. The notice included the project
name,proposed location, and description of the activity; the total number of acres of floodplain or
wetland involved; the related natural and beneficial functions and values of the floodplain or
wetland that may be adversely affected by the proposed activity; the comments on the first notice
and how they were addressed; the name of the Certifying Officer; and the phone number to call
for information. The notice included the hours of the County's office as well. Copies of the notices
are included in the environmental review record.
No comments on the final notice were received.
Step 8
Implement the proposed action
The County will ensure that this plan, as modified and described above, is executed and includes
language in all agreements with participating parties necessary to ensure implementation. The
County will also take an active role in monitoring the construction process to ensure no
unnecessary impacts occur nor unnecessary risks are taken.
cph
ATTACHMENT C
Floodplain Public Notices
CONTAMINATION AND TOXIC SUBSTANCES WORKSHEET
MONROE COUNTY
TAVERNIER FIRE STATION #22 HARDENING
TAVERNIER, FLORIDA
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Final Notice and Public Explanation of a Proposed Activity in a Floodplain
To: All interested Agencies, Groups and Individuals
This is to give notice that the County of Monroe (hereinafter referred to as"Monroe County") has conducted
an evaluation as required by Executive Order 11988 and in accordance with HUD regulations at 24 CFR
55.20 in Subpart C Procedures for Making Determinations on Floodplain Management and Wetlands
Protection. The activity is funded under the Community Development Block Grant Mitigation Program
(CDBG-MIT) - Critical Facility Hardening. The proposed project is located at 151 Marine Ave, Tavernier, FL
33070, and is located in the floodplain.
This project would involve flood-proofing, increasing the wind-loading capability, and creating additional
energy efficiency to enhance the continuity of operations for Monroe County Fire Rescue Station 22 in the
upper Florida Keys. The existing facility is a 4,300 square foot building surrounding by paved surfaces and
limited grassy areas with approximately 0.40 acres within the 100-year floodplain of an 0.44-acre lot. The
proposed project is located at 151 Marine Avenue in Tavernier, Monroe County, Florida. Components of the
project are:
1. Replace four (4) impact entry doors and ten (10) windows with hurricane impact resistant
components to protect the Fire Station from wind-borne debris and provide enhanced wind load
capacity on the exterior hull of the structure;
2. Purchase and install six bi-fold bay doors to properly mitigate the facility and its equipment from
corrosion and wind damage, the large rolling doors will comply with design factors as provided in the
Building Code ASTM E330 or ANSI/DASMA 108;
3. Bury the electrical service lines below ground to avoid electrical power disruption due to flying debris,
fallen trees, or flooding, and to expedite power restoration in the aftermath of a disaster;
4. Installation of a 80kW diesel generator system with an automatic transfer switch and a 96-hour
capacity fuel tank installed on an elevated base and anchored for wind resistance;
5. Installation of flood panels on doorways below the flood elevation along with in-filling current CBS
blocks to increase wind load capacities;
6. Installation of spray foam on the ceiling of the apparatus bay for protection against wind-driven rains
and high heat.
Monroe County has considered the following alternatives and mitigation measures to minimize adverse
impacts and to restore and preserve natural and beneficial functions and intrinsic values of the existing
floodplain: (i) the project is needed to harden the existing fire station against weather events, (ii) alternatives
considered include not doing the project and losing the grant funding (iii) Mitigation measures include the
County maintaining their flood insurance onsite, installing flood panels, hardening elements of the building,
and minimizing any impact to the floodplain by staying within the existing footprint. The project complies with
state and local floodplain protection procedures.
Monroe County has reevaluated alternatives to building in the floodplain and has determined that it has no
practicable alternative to floodplain development. Environmental files documenting compliance with
Executive Order 11988 and 24 CFR 55, are available for public inspection, review and copying upon request
at the times and location delineated in the last paragraph of this notice for receipt of comments.
There are three primary purposes for this notice. First, people who may be affected by activities in floodplain
and those who have an interest in the protection of the natural environment should be given an opportunity
to express their concerns and provide information about these areas. Second, an adequate public notice
program can be an important public educational tool. The dissemination of information and request for public
comment about[floodplain/wetland]can facilitate and enhance Federal efforts to reduce the risks and impacts
associated with the occupancy and modification of these special areas. Third, as a matter of fairness, when
the Federal government determines it will participate in actions taking place in floodplain, it must inform those
who may be put at greater or continued risk.
Written comments must be received by HUD Monroe County at the following address on or before March 27,
2026: Monroe County Board of County Commissioners, 1100 Simonton Street. Key West, FL 33040, and
(305) 294-4641, Attention: Wendy Carter, Project Manager. A full description of the project may also be
reviewed at https://www.monroecounty-fl.gov/publicnotices. Comments may also be submitted via email at
Carter-wendy(�monroecounty-fl.gov
Date: March 19, 2026
Early Notice and Public Review of a Proposed
Activity in a Floodplain
To: All interested Agencies, Groups and Individuals
This is to give notice that the County of Monroe (hereinafter referred to as "Monroe County") under 24 CFR
Part 50 or Responsible Entity under 24 CFR Part 58 has determined that the following proposed action under
the Community Development Block Grant Mitigation Program (CDBG-MIT) - Critical Facility Hardening is
located in the floodplain, and Monroe County will be identifying and evaluating practicable alternatives to
locating the action within the floodplain and the potential impacts on the floodplain from the proposed action,
as required by Executive Order 11988 and in accordance with HUD regulations at 24 CFR 55.20 in Subpart
C Procedures for Making Determinations on Floodplain Management and Protection of Wetlands. This
project would involve flood-proofing, increasing the wind-loading capability, and creating additional energy
efficiency to enhance the continuity of operations for Monroe County Fire Rescue Station 22 in the upper
Florida Keys. The existing facility is a 4,300 square foot building surrounding by paved surfaces and limited
grassy areas with approximately 0.40 acres within the 100-year floodplain of an 0.44-acre lot. The proposed
project is located at 151 Marine Avenue in Tavernier, Monroe County, Florida. Components of the project
are:
1. Replace four (4) impact entry doors and ten (10) windows with hurricane impact resistant
components to protect the Fire Station from wind-borne debris and provide enhanced wind load
capacity on the exterior hull of the structure;
2. Purchase and install six bi-fold bay doors to properly mitigate the facility and its equipment from
corrosion and wind damage, the large rolling doors will comply with design factors as provided in the
Building Code ASTM E330 or ANSI/DASMA 108;
3. Bury the electrical service lines below ground to avoid electrical power disruption due to flying debris,
fallen trees, or flooding, and to expedite power restoration in the aftermath of a disaster;
4. Installation of a 80kW diesel generator system with an automatic transfer switch and a 96-hour
capacity fuel tank installed on an elevated base and anchored for wind resistance;
5. Installation of flood panels on doorways below the flood elevation along with in-filling current CBS
blocks to increase wind load capacities;
6. Installation of spray foam on the ceiling of the apparatus bay for protection against wind-driven rains
and high heat.
There are three primary purposes for this notice. First, people who may be affected by activities in floodplain
and those who have an interest in the protection of the natural environment should be given an opportunity
to express their concerns and provide information about these areas. Commenters are encouraged to offer
alternative sites outside of the floodplain, alternative methods to serve the same project purpose, and
methods to minimize and mitigate project impacts on the floodplain. Second, an adequate public notice
program can be an important public educational tool. The dissemination of information and request for public
comment about floodplain can facilitate and enhance Federal efforts to reduce the risks and impacts
associated with the occupancy and modification of these special areas. Third, as a matter of fairness, when
the Federal government determines it will participate in actions taking place in floodplain, it must inform those
who may be put at greater or continued risk.
Written comments must be received by Monroe County at the following address on or before March 13,
2026:, Attention: Monroe County Board of County Commissioners, 1100 Simonton Street. Key West, FL
33040, and (305) 294-4641,Attention: Wendy Carter, Project Manager. A full description of the project may
also be reviewed at https://www.monroecounty-fl.gov/publicnotices. Comments may also be submitted via
email at Carter-wendy(cDmonroecounty-fl.gov
Date: 2/26/2026
From: Carter-Wendy
To: "Compl iancePermits(,ados.myflorida.com"
Subject: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:28:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpricl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:05 PM
To: CompliancePermits@dos.myflorida.com
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
E m a i 1: � ir, e r.......
o
The digital version of this notice can be viewed on the .,m
f
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
Ca�rte�rl-We�nd4c�D�[\Ao�r-i�r-oeCoLi�rityl-��F�L,.
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
To: FEMA-R4EHP(@fema.dhs.aov
Subject: FW: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:11:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpricl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:04 PM
To: FEMA R 4,.FI- I rn a.dI-sw
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
E m a i 1: � ir, e r.......
o
The digital version of this notice can be viewed on the .,m
f
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
Ca�rte�rl-We�nd4c�D�[\Ao�r-i�r-oeCoLi�rityl-��F�L,.
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
To: "Flood(&islamorada.fl.us"
Subject: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:29:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpricl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:05 PM
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
E m a i 1: � ir, e r.......
o
The digital version of this notice can be viewed on the .,m
f
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
Ca�rte�rl-We�nd4c�D�[\Ao�r-i�r-oeCoLi�rityl-��F�L,.
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
To: "HUDenvironmentaKbhud.gov"
Subject: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:10:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpricl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:05 PM
To: HUDenvironmental@hud.gov
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
E m a i 1: � ir, e r.......
o
The digital version of this notice can be viewed on the .,m
f
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
Ca�rte�rl-We�nd4c�D�[\Ao�r-i�r-oeCoLi�rityl-��F�L,.
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
To: "R4 Environmental Review(depa.gov"
Subject: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:32:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpr)cl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, March 19, 2026 6:15 PM
To: 'R4_Environmental_Review@e pa.gov' <R4_Environmental_Review@e pa.gov>
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
Email: :ar-w ..,.W Pir-)( o n r o e an ry-i~ I . .Q
The digital version of this notice can be viewed on the h m n - �1 1 -Iroec unt -
w q...tip. it i ::itw
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
. ', i�
w Waa i- irrr a ire t r
ov
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:05 PM
...� ni romTi it Aa ....
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
MIT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
Email: . r� - i� II i'.i r C U 1 . -I�I.,.....o v
The digital version of this notice can be viewed on the l tw! .rn o n roe CO U 11"
UM/
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
i t�n it i°�it � is t E L. QV
�Jit, If('
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
To: "THPOEnvironmental(absemtribe.com"
Subject: FINAL NOTICE: Final Public Explanation of a Proposed Activity in a Floodplain—Tavernier Fire Station#22
(CDBG-MIT)
Date: Thursday,March 19,2026 6:31:00 PM
Attachments: Final Floodplain Notice-3.19.26.pdf
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillI
To Whom It May Concern:
This email serves as the Final Notice and Public Explanation regarding the proposed hardening
of Monroe County Fire Rescue Station 22, located at 151 Marine Avenue, Tavernier, FL 33070.
Following the 15-day "Early Notice" period (Step 2 of the 8-Step Process) which concluded on March
131 2026, Monroe County has re-evaluated all practicable alternatives to building in the floodplain.
The County has determined that there is no practicable alternative to the proposed action and has
documented the mitigation measures intended to minimize impacts on the floodplain and restore its
natural functions.
Attached to this email, please find the "Final Floodplain Notice".
This notice is being officially published today, March 19, 2026. As an interested agency, you are
invited to review this final determination and submit any comments during the mandatory 7-day
public comment period.
Comment Period: Please submit any final written comments on or before March 27, 2026, to:
Attn: Wendy Carter, Project Manager
Email: rteir�-Wpricl\,,,Ii�)IV�c)�n��(DeCourity-PI 'ov
Address: Monroe County Board of County Commissioners, 1100 Simonton Street, Key West, FL
33040
The full project file and Environmental Review Record (ERR) are available for public inspection at the
address above or online at: t. )uI,H yincy ice.
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
w aarte r � �n Q,MonroeCour' -FL..
L s
J19�J0Y" ,
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: Carter-Wendy
Sent:Thursday, February 26, 2026 5:05 PM
To:IT CI P 0 Fin v iii i i iin e a I (n;,e rn t r ii b e.c o m
Subject: FLOODPLAIN NOTICE: Early Notice and Public Review—Tavernier Fire Station #22 (CDBG-
M IT)
To Whom It May Concern:
This email serves as formal notification to your agency as an interested party regarding a proposed
project located within a floodplain in Monroe County, Florida.
In accordance with Executive Order 11988 and 24 CFR Part 55.20, Monroe County is conducting an
8-step decision-making process for the following project funded by the CDBG-Mitigation (CDBG-MIT)
Critical Facility Hardening Program:
• Project Name: Hardening of Monroe County Fire Rescue Station 22
• Location: 151 Marine Avenue, Tavernier, FL 33070
• Grant Administrator: FloridaCommerce (formerly DEO)
• Proposed Activities: Flood-proofing, wind-load hardening, installation of an elevated 80kW
generator, burial of electrical service lines, and building envelope improvements.
Attached to this email, please find the "Early Notice and Public Review of a Proposed Activity in a
Floodplain."
This notice was officially published on February 26, 2026. As an interested agency, you are invited to
submit comments regarding the proposed action, potential impacts on the floodplain, or any
practicable alternatives.
Comment Period: Please submit any written comments by March 13, 2026, to:
Attn: Wendy Carter, Project Manager
E m a i 1: � ir, e r.......
o
The digital version of this notice can be viewed on the .,m
f
Respectfully,
Wendy Carter
Project Manager
Monroe County Project Management
Ca�rte�rl-We�nd4c�D�[\Ao�r-i�r-oeCoLi�rityl-��F�L,.
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR
FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC RECORDS AVAILABLE TO THE PUBLIC
AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Historic Preservation (CEST and EA) — PARTNER
HUD Exchange Historic Preservation Pale
Threshold
Is Section 106 review required for your project?
❑ No, because a Programmatic Agreement states that all activities included in this project are
exempt. (See the PA Database to find applicable PAs.)
Either provide the PA itself or a link to it here. Mark the applicable exemptions or include
the text here:
Clickr text.
4 Continue to the Worksheet Summary.
❑X No, because the project consists solely of activities included in a No Potential to Cause Effects
memo or other determination [36 CFR 800.3(a)(1)].
Either provide the memo itself or a link to it here. Explain and justify the other
determination here:
The No Potential to Cause Effects Memo, DHR Project File No.: 2023-4214, is found in Attachment A of
this worksheet.
4 Continue to the Worksheet Summary.
❑Yes, because the project includes activities with potential to cause effects (direct or indirect). 4
Continue to Step 1.
The Section 106 Process
After determining the need to do a Section 106 review, HUD or the RE will initiate consultation with
regulatory and other interested parties, identify and evaluate historic properties, assess effects oft e
project on properties listed on or eligible for the National Register of Historic Places, and resolve an
adverse effects through project design modifications or mitigation.
Step 1: Initiate consultation
Step 2: Identify and evaluate historic properties
Step 3: Assess effects of the project on historic properties
Step 4: Resolve any adverse effects
Only RE or HUD staff may initiate the Section 106 consultation process. Partner entities may gather
information, including from SHPO records, identify and evaluate historic properties, and make initial
assessments of effects of the project on properties listed in or eligible for the National Register of Historic
Place. Partners should then provide their RE or HUD with all of their analysis and documentation so that
they may initiate consultation.
Step 1- Initiate Consultation
The following parties are entitled to participate in Section 106 reviews: Advisory Council on Historic
Preservation; State Historic Preservation Officers (SHPOs); federally recognized Indian tribes/Tribal
Historic Preservation Officers (THPOs); Native Hawaiian Organizations (NHOs); local governments; and
project grantees. The general public and individuals and organizations with a demonstrated interest in a
project may participate as consulting parties at the discretion of the RE or HUD official. Participation
varies with the nature and scope of a project. Refer to HUD's website for guidance on consultation,
including the required timeframes for response. Consultation should begin early to enable full
consideration of preservation options.
Use the When To Consult With Tribes checklist within Notice CPD-12-006: Process for Tribal Consultation
to determine if the RE or HUD should invite tribes to consult on a particular project. Use the Tribal
Directory Assessment Tool (TDAT) to identify tribes that may have an interest in the area where the
project is located. Note that only HUD or the RE may initiate consultation with Tribes. Partner entities may
prepare a draft letter for the RE or HUD to use to initiate consultation with tribes, but may not send the
letter themselves.
List all organizations and individuals that you believe may have an interest in the project here:
Click enter text.
4 Continue to Step 2.
Step 2- Identify and Evaluate Historic Properties
Provide a preliminary definition of the Area of Potential Effect(APE),either by entering the address(es)
or providing a map depicting the APE. Attach an additional page if necessary.
Click ter text.
Gather information about known historic properties in the APE. Historic buildings, districts and
archeological sites may have been identified in local,state,and national surveys and registers, local historic
districts, municipal plans,town and county histories, and local history websites. If not already listed on the
National Register of Historic Places, identified properties are then evaluated to see if they are eligible for
the National Register. Refer to HUD's website for guidance on identifying and evaluating historic
properties.
In the space below, list historic properties identified and evaluated in the APE.
Every historic property that may be affected by the project should be listed. For each historic property or
district, include the National Register status, whether the SHPO has concurred with the finding, and
whether information on the site is sensitive. Attach an additional page if necessary.
Click heir heire to enter text.
Provide the documentation (survey forms, Register nominations, concurrence(s) and/or objection(s),
notes, and photos)that justify your National Register Status determination.
Was a survey of historic buildings and/or archeological sites done as part of the project?
If the APE contains previously unsurveyed buildings or structures over 50 years old, or there is a likely
presence of previously unsurveyed archeological sites, a survey may be necessary. For Archeological
surveys, refer to HP Fact Sheet#6, Guidance on Archeological Investigations in HUD Projects.
❑ Yes 4 Provide survey(s)and reports)and continue to Step 3.
Additional notes:
Click here n ...r text.
❑ No 4 Continue to Step 3.
Step 3-Assess Effects of the Project on Historic Properties
Only properties that are listed on or eligible for the National Register of Historic Places receive further
consideration under Section 106. Assess the effect(s) of the project by applying the Criteria of Adverse
Effect. (36 CFR 800.5) Consider direct and indirect effects as applicable as per HUD guidance.
Choose one of the findings below to recommend to the RE or HUD.
Please note: this is a recommendation only. It is not the official finding, which will be made by the RE or
HUD, but only your suggestion as a Partner entity.
❑ No Historic Properties Affected
Document reason for finding:
❑ No historic properties present.
❑ Historic properties present, but project will have no effect upon them.
❑ No Adverse Effect
Document reason for finding and provide any comments below.
Comments may include recommendations for mitigation, monitoring, a plan for unanticipated
discoveries, etc.
Click here to enter text.
❑ Adverse Effect
Document reason for finding:
Copy and paste applicable Criteria into text box with summary and justification.
Criteria of Adverse Effect: 36 CFR 800.5]
Click .
Provide any comments below:
Comments may include recommendations for avoidance, minimization, and/or mitigation.
Click heire to enter text.
Remember to provide all documentation that justifies your National Register Status determination and
recommendations along with this worksheet.
Id ✓;( Jli w v�N4
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----------- ----------- 1 T "
RON DESANTIS CORD BYRD
Governor Secretary of State
Jeffrey Moore August 3,2023
CPH
1117 East Robinson Street
Orlando, Florida 32801
RE: DHR Project File No.: 2023-4214
Project: HUD-CDBG-MIT-Monroe County Tavernier Fire Station #22 Hardening
County: Monroe
Mr. Moore:
The Florida State Historic Preservation Officer reviewed the referenced project for possible effects on
historic properties listed,or eligible for listing,in the National Register of Historic Places. The review was
conducted in accordance with Section 106 of the National Historic Preservation Act of 1966, as amended,
and its implementing regulations in 36 CFR Part 800:Protection of Historic Properties.
Based on the information provided, it appears that there are no historic properties present. It is the opinion
of this office that the proposed project will have no effect on historic properties.
If you have any questions,please contact Alayna Gould, Historic Preservationist,by email at
Alayna.Gould@dos.myflorida.com, or by telephone at 850-245-6343.
Sincerely,
v n
Vex
000
Alissa Slade Lotane
Director, Division of Historical Resources
& State Historic Preservation Officer
Division of Historical Resources a if
FLORIDA®EPAaTMT°`rTE
R.A. Gray Building • 500 South Bronough Street* Tallahassee, Florida 32399
850.245.6300 • 850.245.6436 (Fax) • FLHeritage.com
Moore, Jeff r,ey
......................-
.................................................
From: Moore, Jeffrey
Sent.- Tuesday, July 11, 2023 5-05 PM
To: 'Co m pl ia ncePermits@dos.myf lo rida.co m'
Cc: Daly, Amy E.
Subject: Request for Determination - Monroe County Tavernier Fire Station #22 Hardening
Attachments: M431 1 - Request for Determ ire,alt on.
pdf
Please see attached Request for Determination—No Potential To Cause, Effects for the Monroe County Tavernier Fire
Station#22 iHardeining Project.
Corey Moore
Environmental Scientist/Contract Compliance
o 4017.322.6841 (Ext. 2035),
c 407.496.84,18
jMgorc Wcphgo -com
S
Celebrating 40+ Years of
Collaboration and Innovation
Facebook I Linkedin
July 11, 2023RequestReesi for,Determination—No Potential to Cause E,ffects
Monroe County Tavemier Fire Station#22 Hardening Emil
11'117 East Ai is St.
Orlando,FL 3280"']
Re: M4311 lllwne:407.425-04,52
Fax-407,64-8,1036
Aftn,- Timothy A Parsons, Ph.D.
State Historic Preservation Officer,
Florida Division of Historical' Resources
Florida Department of Shute
R. A, Gray Building
500 South Bronough St
Tallahassee, Florida 32399-0250
Request for Determination—No Potential to Cause Effects
Monroe County'Tavernibir Fire Station#22,Hardening
Tavernier County, Florida,
Ref. M4311
Dear Dr, Parsons:
On behalf of Monroe County, CPH is requesting a No Potential to Cause Effects determination pursuant to
Section 106 of the Nat(r on al Historic Preservation Act,for the project described herein. Monroe County was
awarded a CDBG-MIT(Grant# 10157) to,assist in the rehabilitation, or hardening,of the existing fire station,
in Tavernier, Florida. The Florida Department of Economic Opportunity (DEO) has allocated funding for the
Rebuild Florida Hazard Mitigation Grant Match Program through the federally funded Community
Development Block Grant Mitigation Program (C,DBG-MIT)Critical Facilities Hardening Program by the U,S.I
Department of Housing and, Urban Development (HUD) to replace garage/bay doors ('8 locations), install
storm proof winclows, (4 locations), install flood panes over doorways and storm proof doors (4 locations),
replace an existing generator, replace existing overhead electric lines with underground electric service,I
anchor roof mounted units and replace 1 of the 3,roof mounted units to harden the Tavernier Fire Station#22
to withstand future storm events.
This request is being made prior to the proposed hardening to the County's fire station as part ofthe NEPA
review for, HUD, The 0.42-acre Monroe County Tavernier Fire Station #22 project area 'is, located west of'
Overseas Highway, (U.S, Highway 1), north of Georgia Avenue, south of Marine Avenue, and east of
Mangrove Marina in Section 34jownship 62 South, Range 38 East,Monroe County, Florida(Figure 1),The
Tavernier USES Quadrangle map is provided as, Figure 2. The project Area of Potential Effects, (APE) is
limited to the existing Tavernier Fire Station#22 and the proposed hardening will not increase the footprint
of the structure,or paved areas encompassing the site.
1,
July 11, 2023
Request for Determination—No Potential to Cause Effects
Monroe County Tavernier Fire Station,#22 Hardening Emil,
The Soil Survey of Monroe County, Flofida idientifies one soil map unit within the subject,project(Figure 3),
A summary of the characteristics of this soil type,as described by the United States Department of Agriculture
(USDA) Natural Resources Conservation Service (NRCS), formerly Soil Conservation Service (SCS) Soil
Survey Geographic(SS O)database is as follows.-
Pen nekaMk-qraveIIy muck-Urban land complei,0,.to.r2 percent slopes, extremely stopv
This,soil is on tropical hammocks in the uplands,of the upper keys.About 10 percent of the surface is covered
with stones that are dominantly 10 to 20 inches in di ter. Elevations are dominantly 5 to, 15 feet, above
sea level. It is well drained and has a seasonal high-water table at a depth of 15 to 5,0 feet during the wet
periods of most years., Permeability is,moderately rapid.
The soil mapping is,characteristic of'upland areas. The entire project area is developed,
A query of the Florida Master Site Files (FMSF) revealed that there are no previously recorded sites or
structures within the project area. However, several previously recorded structures,, including McKenzie
Petroleum,, the Florida Keys Aqueduct Pump Station and 171 Marine Avenue, listed in the,National Register
of Historic Places (NRH,P'), were noted in proximity,of the subject property(Figure 10).
I respedully request your determination that the HUD-assisted project has No Potential to Cause Effects.
I trust that this information is sufficient for you to complete your review of'our request, Should'you have any
questions or require additional information, please contact me at 407-322-6841 or via email at
jmoore@cphcorp,com.
Sincerely,
CPH, LLC
Corey Moore
Environmental Scientist
Attachments: Figure 1 Location Map
Figure 2 USGS Quad Map
Figure 3 Soils Map
Figure 10 Archaeological& Cultural Resources Map
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SITE NAME,HERB LL 'S PLACE
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BOUNDARY F HISTORICAL/ARCHITIECTURAL SURVEY OF MONROE COUNTY,FLORIDA,
PUBLISHED IN 1986 BY FLORIDA PRESERVATION SERVICES.
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OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON)DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Noise (CEST Level Reviews) — PARTNER
HUD Exchange Noise Abatement and Control Page
1. What activities does your project involve? Check all that apply:
❑ New construction for residential use
NOTE: HUD assistance to new construction projects is generally prohibited if they are
located in an Unacceptable zone, and HUD discourages assistance for new construction
projects in Normally Unacceptable zones. See 24 CFR 51.101(a)(3)for further details.
4 Continue to Question 4.
❑ Rehabilitation of an existing residential property
NOTE: For modernization projects in all noise zones, HUD encourages mitigation to reduce
levels to acceptable compliance standards. See 24 CFR 51 Subpart B for further details.
4 Continue to Question 2.
❑X None of the above
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below.
2. Do you have standardized noise attenuation measures that apply to all modernization and/or
minor rehabilitation projects, such as the use of double glazed windows or extra insulation?
❑ Yes
Indicate the type of measures that will apply(check all that apply):
❑ Improved building envelope components (better windows and doors, strengthened
sheathing, insulation,sealed gaps, etc.)
❑ Redesigned building envelope (more durable or substantial materials, increased air gap,
resilient channels, staggered wall studs, etc.)
❑ Other(explain below)
Click h....ir..., to entertext.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below and provide any documentation.
❑ No
4 Continue to Question 3.
3. Complete the Preliminary Screening to identify potential noise generators in the vicinity
(1000'from a major road, 3000'from a railroad, or 15 miles from an airport).
Describe findings of the Preliminary Screening:
Click here to einter text.
4 Continue to Question 6.
4. Complete the Preliminary Screening to identify potential noise generators in the vicinity
(1000'from a major road, 3000'from a railroad, or 15 miles from an airport).
Indicate the findings of the Preliminary Screening below:
❑ There are no noise generators found within the threshold distances above.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide a map showing the location
of the project relative to any noise generators.
❑ Noise generators were found within the threshold distances.
4 Continue to Question 5.
5. Complete the Noise Assessment Guidelines to quantify the noise exposure. Indicate the
findings of the Noise Assessment below:
❑ Acceptable: (65 decibels or less;the ceiling may be shifted to 70 decibels in circumstances
described in §24 CFR 51.105(a))
Indicate noise level here: Click here"to enter text.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide noise analysis, including
noise level and data used to complete the analysis.
❑ Normally Unacceptable: (Above 65 decibels but not exceeding 75 decibels;the floor may be
shifted to 70 decibels in circumstances described in 24 CFR 51.105(a))
Indicate noise level here: Click here"to enter text.
Is the project in a largely undeveloped area"?
❑ No 4 The project requires completion of an Environmental Assessment(EA)
pursuant to 51.104(b)(1)(i).
❑ Yes 4The project requires completion of an Environmental Impact Statement
(EIS)pursuant to 51.104(b)(1)(i).
4 Work with the RE/HUD to elevate the level of review. Provide noise analysis,
including noise level and data used to complete the analysis.
Continue to Question 6.
❑ Unacceptable: (Above 75 decibels)
Indicate noise level here: Click here"to enter
1 A largely undeveloped area means the area within 2 miles of the project site is less than 50 percent developed
with urban uses and does not have water and sewer capacity to serve the project.
The project requires completion of an Environmental Impact Statement(EIS)pursuant
to 51.104(b)(1)(i). Work with HUD or the RE to either complete an EIS or obtain a waiver
signed by the appropriate authority.
4 Continue to Question 6.
6. HUD strongly encourages mitigation be used to eliminate adverse noise impacts. Work with
the RE/HUD on the development of the mitigation measures that must be implemented to
mitigate for the impact or effect,including the timeline for implementation.
❑ Mitigation as follows will be implemented:
Click here to enter text.
4 Provide drawings, specifications, and other materials as needed to describe the
project's noise mitigation measures.
Continue to the Worksheet Summary.
❑ No mitigation is necessary.
Explain why mitigation will not be made here:
Click here to enter text.
4 Continue to the Worksheet Summary.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
Long-term (operational) noise impacts are typically not associated with the operation of a fire station except
during an emergency. The noise generated by the fire station during an emergency is designed to notify the
public of an emergency for public safety issues.The existing fire station does not have operational noise level
issues except when responding to an emergency.As previously stated,the fire station is an existing use and
the adjacent commercial and residential land uses are accustomed to the noise related to emergency
responses. The project action should not result in permanent adverse impacts related to noise. Please see
attached Monroe County Noise Ordinance.
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Sole Source Aquifers (CEST and EA) - PARTNER
HUD Exchange Sole Source Aquifers Page
1. Is the project located on a sole source aquifer(SSA)17.
❑X No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide documentation used to make your
determination, such as a map of your project or jurisdiction in relation to the nearest SSA.
❑Yes 4 Continue to Question 2.
2. Does the project consist solely of acquisition, leasing,or rehabilitation of an existing building(s)?
❑Yes 4 The review is in compliance with this section. Continue to the Worksheet Summary below.
❑No 4 Continue to Question 3.
3. Does your region have a memorandum of understanding (MOU) or other working agreement with
EPA for HUD projects impacting a sole source aquifer?
Contact your Field or Regional Environmental Officer or visit the HUD webpage at the link above to
determine if an MOU or agreement exists in your area.
❑Yes 4 Continue to Question 4.
❑No 4 Continue to Question 5.
4. Does your MOU or working agreement exclude your project from further review?
❑Yes 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this section.
Continue to the Worksheet Summary below. Provide documentation used to make your
determination and document where your project fits within the MOU or agreement.
❑No 4 Continue to Question 5.
5. Will the proposed project contaminate the aquifer and create a significant hazard to public health?
Consult with your Regional EPA Office. Your consultation request should include detailed information
about your proposed project and its relationship to the aquifer and associated streamflow source area.
EPA will also want to know about water,storm water and waste water at the proposed project. Follow
1 A sole source aquifer is defined as an aquifer that supplies at least 50 percent of the drinking water consumed in
the area overlying the aquifer. This includes streamflow source areas, which are upstream areas of losing streams
that flow into the recharge area.
your MOU or working agreement or contact your Regional EPA office for specific information you may
need to provide. EPA may request additional information if impacts to the aquifer are questionable
after this information is submitted for review.
❑No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to the Worksheet Summary below. Provide your correspondence with
the EPA and all documents used to make your determination.
❑Yes 4 The RE/HUD will work with EPA to develop mitigation measures. If mitigation measures
are approved, attach correspondence with EPA and include the mitigation measures in
your environmental review documents and project contracts. If EPA determines that the
project continues to pose a significant risk to the aquifer, federal financial assistance must
be denied. Continue to Question 6.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
Figure 17 depicts the location of Sole Source Aquifers(SSA)in the State of Florida.The Tavernier Fire Station#22
is not located within a SSA.
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Project Site is not in a Sole Source Aquifer
EPA defines a sale source aquifer SSA. as one where
The aquifer supplies at least 5 percent of the drinking water for its service area
There are no treasonably available alternative drinking i water sources should the aquifer Ibecome contaminated
Scale: inch=4 milesS L,E SOURCE AQUIFER MAP
MK Date:10/1 ar2025 FIGURE
Photo Date:N/A TAVERNIER FIRE STATION #22
Project No.:MI4311 " SECTION 34,TOWNSHIP 62 SOUTH, RANGE 33 EAST 117
Biologist:AED tlx:DIM
MOO ROE COUNTY, FLORIDA CAA
OMB No.2506-0177
(exp. 7/31/2028)
PPZMEIVT�F
oe O �" U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON)DC 20410-1000
�eqN DEVF�4
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Wetlands (CEST and EA) — Partner
HUD Exchange Wetlands Protection Page
1. Does this project involve new construction as defined in Executive Order 11990, expansion of a
building's footprint, or ground disturbance?
The term "new construction" includes draining,dredging,channelizing,filling,diking,impounding,
and related activities and construction of any any structures or facilities.
❑X No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with
this section. Continue to the Worksheet Summary below.
❑ Yes 4 Continue to Question 2.
2. Will the new construction or other ground disturbance impact a wetland as defined in E.O.
11990?
❑ No 4 If the RE/HUD agrees with this recommendation, the review is in compliance with
this section. Continue to the Worksheet Summary below. Provide a map or any other
relevant documentation to explain your determination.
❑ Yes 4 Work with HUD or the RE to assist with the 8-Step Process. Continue to Question 3.
3. Does Section 55.12 state that the 8-Step Process is not required?
❑ No,the 8-Step Process applies.
This project will require mitigation and may require elevating structure or structures. See the
link to the HUD Exchange above for information on HUD's elevation requirements.
4 Work with the RE/HUD to assist with the 8-Step Process. Continue to Worksheet Summary.
❑ 5-Step Process is applicable per 55.12(a).
Provide the applicable citation at 24 CFR 55.12(a) here.
Click here to enter text.
4 Work with the RE/HUD to assist with the 5-Step Process. This project may require mitigation
or alternations. Continue to Worksheet Summary.
❑ 8-Step Process is inapplicable per 55.12(b).
Provide the applicable citation at 24 CFR 55.12(b) here.
Click here to enter text.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to Worksheet Summary.
❑ 8-Step Process is inapplicable per 55.12(c).
Provide the applicable citation at 24 CFR 55.12(c) here.
Click here to enter text.
4 If the RE/HUD agrees with this recommendation, the review is in compliance with this
section. Continue to Worksheet Summary.
Worksheet Summary
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
• Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
� Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
According to wetland delineation methodologies outlined in the Corps of Engineers Wetland Delineation
Manual(1987),the 2008 Corps Interim Regional Supplement to the Corps Wetland Delineation Manual:
Atlantic& Gulf Coastal Plain Region and the State of Florida Unified Wetland Delineation Methodology
(Section 62-340, Florida Administrative Code (F.A.C.),wetland areas were not observed within the project
construction limits during the field investigation. Figure 5 depicts jurisdictional areas within proximity to the
project site. On April 11, and 12, 2023, CPH scientists conducted a field review of the subject project area
and surrounding vicinity. Jurisdictional areas were not observed.
001,
Approximate Property
Location
40
LAW,
M
lq�
IQ/
Wetl�and Type(NWI USFWS, 20,25)
[M Estuarine and Marine Deepwater
Estuarine and Marine Wetland
v a"m I"
Freshwater Forested/Shru�b Wetland
Freshwater Pond
L
scale:1 inch 500 feet N WETLAND AND SURFACE WATER LOCATION MAP
Date: 10/10�/2025 1 FIGURE
Photo Date-2022 TAVERNIER FIRE STATION #22 5
Project�No.M�4311 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
Biolog�st:AED GIS:ERR MONROE COUNTY, FLORIDA
OMB No.2506-0177
(exp. 7/31/2028)
4�
tp
U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WASHINGTON,DC 20410-1000
'q N
This Worksheet was designed to be used by those "Partners" (including Public Housing Authorities, consultants,
contractors,and nonprofits)who assist Responsible Entities and HUD in preparing environmental reviews,but legally
cannot take full responsibilities for these reviews themselves. Responsible Entities and HUD should use the RE/HUD
version of the Worksheet.
Wild and Scenic Rivers (CEST and EA) — PARTNER
HUD Exchange Wild and Scenic Rivers
1. Is your project within proximity of a Wild and Scenic River,Study River, or Nationwide Rivers
Inventory River?
M No 4 If the RE1HUD agrees with this recommendation,, the review is in compliance with this
section. Provide documentation used to make your determination.
El Yes 4 Continue to Question 2.
2. Could the project do any of the following?
Have a direct and adverse effect within Wild and Scenic River Boundaries,
Invade the area or unreasonably diminish the river outside Wild and Scenic River Boundaries,
or
Have an adverse effect on the natural, cultural, and/or recreational values of a NRI segment.
Consult with the appropriate federal/state/local/tribal Managing Agency(s), pursuant to Section 7
of the Act,to determine if the proposed project may have an adverse effect on a Wild&Scenic River
or a Study River and, if so,to determine the appropriate avoidance or mitigation measures.
Select one:
El The Managing Agency has concurred that the proposed project will not alter, directly, or
indirectly, any of the characteristics that qualifies or potentially qualifies the river for inclusion
in the NWSRS.
4 If the RE1HUD agrees with this recommendation, the review is in compliance with this section.
Provide documentation of the consultation(including the Managing Agency's concurrence)and
any other documentation used to make your determination.
El The Managing Agency was consulted and the proposed project may alter, directly, or indirectly,
any of the characteristics that qualifies or potentially qualifies the river for inclusion in the
NWSRS.
4 The RE1HUD must work with the Managing Agency to identify mitigation measures to mitigate
the impact or effect of the project on the river.
Worksheet SummarV
Provide a full description of your determination and a synopsis of the information that it was based on,
such as:
0 Map panel numbers and dates
• Names of all consulted parties and relevant consultation dates
• Names of plans or reports and relevant page numbers
• Any additional requirements specific to your program or region
Include all documentation supporting your findings in your submission to HUD.
The subject project as proposed is compliant with the Wild and Scenic Rivers Act, PL 90-542, as amended.
The Act's purpose is to protect components or potential components of the national wild and scenic rivers
system. There are only two rivers in Florida which are designated national wild and scenic rivers systems—
Wekiwa River in Seminole County and Loxahatchee River in Palm Beach County. These rivers are not
located within, or in the vicinity, of the subject project (Figure 8).
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Ke'ti *Two river segments designated as wild and scenic under
the Florida Scenic and Wild Rivers Program, federal Wild
and Scenic Rivers Act and the Myakka River Wild and
Scenic Designation and Preservation Act.
Scale:1 inch 25 miles
Date:8/3/2023 WILD AND SCENIC RIVERS MAP FIGURE
Photo Date:N/A TAVERNIER FIRE STATION #22 8
Project No.M�4311 SECTION 34, TOWNSHIP 62 SOUTH, RANGE 38 EAST
Bioloqi�st:AED GIS:ERR MONROE COUNTY, FLORIDA