SEBASTIAN RIVER IMPROVEMENT DISTRICT

INDIAN RIVER COUNTY

Landowners’ Meeting & Regular Board Meeting June 17, 2026
9:00 A.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410

www.sridfl.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
SEBASTIAN RIVER IMPROVEMENT DISTRICT BOARD OF SUPERVISORS
Indian River County Administration Complex Bldg. A, Room A1-102
1801 27th Street
Vero Beach, Florida 32960 LANDOWNERS’ MEETING June 17, 2026
9:00 a.m.

Call to Order
Proof of Publication…	Page 1
Establish Quorum
Consider Adoption of Election Procedures…	Page 2
Election of Chair for Landowners Meeting
Election of Secretary for Landowners’ Meeting
Approval of Minutes
June 18, 2025 Landowners’ Meeting Minutes…	Page 5
Election of Supervisors
Determine Number of Voting Units Represented or Assigned by Proxy…	Page 8
Nomination of Supervisors
Casting of Ballots…	Page 9
Ballot Tabulation and Result
Other Business
Receive Treasurer’s Report…	Page 10
Receive Engineer’s Report…	Page 11
Landowners’ Comments
Adjourn

Publication Date 2026-05-28

Subcategory Miscellaneous Notices

SEBASTIAN RIVER IMPROVEMENT DISTRICT NOTICE OF REGULAR BOARD MEETING &
ANNUAL LANDOWNERS MEETING
NOTICE IS HEREBY GIVEN that the Sebastian River Improvement District (SRID and/or District) will hold a Regular Board Meeting (Meeting) on June 17, 2026, at 9:00 a.m. at the Indian River County Administration Complex, Bldg. A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960.
The purpose of the Regular Board Meeting is to conduct any business which may properly come before the Board. The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. A copy of the Agenda for the meeting may be obtained from the Districts website or by contacting the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922.
NOTICE IS HEREBY GIVEN that SRID will hold its Annual Landowners Meeting on June 17, 2026, at 9:00 a.m., or as soon thereafter as can be heard, at the Indian River County Administration Complex, Bldg. A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960.
The purpose of the Annual Landowners Meeting is to elect one (1) Supervisor to the SRID Board of Supervisors. The Annual Landowners Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. A copy of the Agenda for the Annual Landowners Meeting may be obtained from the Districts website or by contacting the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922.
From time to time one Supervisor may participate by telephone; therefore, a speaker telephone will be present as required at the meeting location so that Supervisors may be fully informed of the discussions taking place. Said meeting(s) may be continued as found necessary to a time and place specified on the record.
If any person decides to appeal any decision made with respect to any matter considered at these meetings, such person will need a record of the proceedings and such person may need to ensure that a verbatim record of the proceedings is made at his or her own expense and which record includes the testimony and evidence on which the appeal is based.
In accordance with the provisions of the Americans with Disabilities Act, any person requiring special accommodations or an interpreter to participate at any of these meetings should contact the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922 at least seven (7) days prior to the date of the particular meeting.
Meetings may be cancelled from time to time without advertised notice. SEBASTIAN RIVER
IMPROVEMENT DISTRICT
www.sridfl.org
PUBLISH: INDIAN RIVER PRESS JOURNAL 05/21/26 & 05/28/26 #12337194

Page 1

SEBASTIAN RIVER IMPROVEMENT DISTRICT ELECTION PROCEDURES

Landowners’ Meeting
In accordance with the provisions of Chapter 2007-309, Laws of Florida, and applicable provisions of Chapter 298, it is required that an annual meeting of the Landowners of the District be held in June of each year for the purpose of electing a supervisor. To take the place of the retiring supervisor and hearing reports of the board of supervisors. The assembled Landowners shall organize by electing a Chairperson, who shall preside over the meeting; and a Secretary shall also be elected for recording purposes.
Establishment of Quorum
Any Landowner(s) present or voting by proxy shall constitute a quorum at the meeting of the Landowners.

Nomination of Candidates
At the meeting, the Chairperson shall call for nominations from the floor for Candidates for the Board of Supervisors. When there are no further nominations, the Chairperson shall close the floor for nominations. The names of each Candidate and the spelling of their names shall be announced. Nominees need not be present to be nominated.

Voting
Each Landowner shall be entitled to cast one vote for each acre (or lot parcel), or any fraction thereof, of land owned by him or her in the District, for each open position on the Board. (For example, if there are three positions open, an owner of one acre or less (or one lot parcel) may cast one vote for each of the three positions. An owner of two acres (or two lot parcels) may cast two votes for each of the three positions.) Each Landowner shall be entitled to vote either in person or by a representative present with a lawful written proxy.
Registration for Casting Ballots
The registration process for the casting of ballots by Landowners or their representatives holding their proxies shall be as follows:

At the Landowners’ Meeting and prior to the commencement of the first casting of ballots for a Board of Supervisor position, each Landowner, or their representative if proxies are being submitted in lieu thereof, shall be directed to register their attendance and the total number of votes by acreage (or lot parcels) to which each claims to be entitled, with the elected Secretary of the meeting or the District’s Manager.

At such registration, each Landowner, or their representative with a lawful proxy, shall be provided a numbered ballot for the Board of Supervisor position(s) open for election. A District representative will mark on the ballot the number of votes that such Landowner, or their representative, is registered to cast for each Board of Supervisor position open for election.

All Landowner proxies shall be collected at the time of registration and retained with the Official Records of the District for subsequent certification or verification, if required.

Casting of Ballots
Registration and the issuance of ballots shall cease once the Chairperson calls for the commencement of the casting of ballots for the election of a Board of Supervisor and thereafter no additional ballots shall be issued.
The Chairperson will declare that the Landowners, or their representatives, be requested to cast their ballots for the Board of Supervisor(s). Once the ballots have been cast, the Chairperson will call for a collection of the ballots.
Counting of Ballots
Following the collection of ballots, the Secretary or District Manager shall be responsible for the tabulation of ballots in order to determine the total number of votes cast for each candidate that is seeking election.
The board of supervisors shall consist of three persons who, except as herein otherwise provided, shall hold office for a term of 3 years and until their successors are duly elected and qualified.
Contesting of Election Results
Following the election and announcement of the votes, the Chairperson shall ask the Landowners present, or those representatives holding proxies for Landowners, whether they wish to contest the election results. If no contests are received, said election results shall thereupon be certified.
If there is a contest, the contest must be addressed to the Chairperson and thereupon the individual casting a ballot that is being contested will be required to provide proof of ownership of the acreage for which they voted at the election within five (5) business days of the Landowners’ Meeting. The proof of ownership shall be submitted to the District Manager who will thereupon consult with the District’s General Counsel and together they will review the material provided and will determine the legality of the contested ballot(s). Once the contests are resolved, the Chairperson shall reconvene the Landowners’ Meeting and thereupon certify the election results.
Recessing of Annual Landowners’ Meeting
In the event there is a contest of a ballot or of the election, the Landowners’ Meeting shall be recessed to a future time, date and location, at which time the election findings on the contest shall be reported in accordance with the procedure above and the newly elected Supervisor(s) shall thereupon take their Oath of Office.

Miscellaneous Provisions
Each Landowner shall only be entitled to vote in person or by means of a representative attending in person and holding a lawful written proxy in order to cast said Landowner’s votes.

Proxies will not require that proof of acreage (or lot parcel) ownership be attached. Rather, proof of ownership must be provided timely by the holder of the proxy, if the proxy is contested in accordance with the procedure above.

SEBASTIAN RIVER IMPROVEMENT DISTRICT LANDOWNERS’ MEETING
JUNE 18, 2025

CALL TO ORDER

District Manager Frank Sakuma called the June 18, 2025, Landowners’ Meeting of the Sebastian River Improvement District (the “District”) to order at 9:00 a.m. in Room A1-102 of Building A of the Indian River County Administration Complex located at 1801 27th Street, Vero Beach, Florida 32960.

PROOF OF PUBLICATION

Mr. Sakuma offered Proof of Publication showing that notice of the Landowners’ Meeting had been published in the Indian River Press Journal on May 22, 2025, and May 29, 2025, as legally required.

ESTABLISH QUORUM

There was a quorum established with the following landowners in attendance: Tom Hammond and Chad Kelly.

Also in attendance were staff members: District Manager Frank of Special District Services, Inc.; General Counsel Ruth Holmes of Torcivia, Donlon, Goddeau & Rubin, P.A. District Engineer Clint Rahjes of Carter & Associates.
CONSIDER ADOPTION OF ELECTION PROCEDURES

Mr. Sakuma explained the purpose of the Annual Landowners’ Meeting and the process for the election.

The Election Procedures were adopted, as presented, with no objection.
ELECTION OF CHAIR FOR LANDOWNERS’ MEETING
Mr. Sakuma asked for nominations for a Chair for the Landowners’ Meeting. There was a nomination for Frank Sakuma.
Mr. Sakuma was unanimously elected to serve as Chair for the Landowners’ Meeting.

ELECTION OF SECRETARY FOR LANDOWNERS’ MEETING

It was recommended that Mr. Sakuma also serve as the Secretary for the Landowners’ Meeting. There were no objections to Mr. Sakuma being elected as the Secretary for the Landowners’ Meeting.

APPROVAL OF MINUTES

June 19, 2024, Landowners’ Meeting

The Landowners’ Meeting minutes of June 19, 2024, were approved without objection.

ELECTION OF SUPERVISORS

Determine Number of Voting Units

Mr. Sakuma noted that the main purpose of the Landowners’ Meeting was to elect a Supervisor to a three-year term of the seat most recently held by Chad Kelly.

Nomination of Candidates

There was only one nomination:

Chad Kelly
Casting of Ballots

The casting of ballots was not necessary since there was only one nomination for one seat.

Ballot Tabulations

Chad Kelly received all votes represented and was elected unopposed.

Certification of the Results

Mr. Sakuma asked if there were any objections to the election results. There were no objections.

The results of the election were certified with Chad Kelly receiving a three-year term as Supervisor of the Sebastian River Improvement District expiring in June 2028.

OTHER BUSINESS
Receive Treasurer’s Report
Mr. Sakuma provided the Annual Treasurer’s Report, noting that SRID was in sound financial condition with a healthy fund balance.
Receive Engineer’s Report
District Engineer Clint Rahjes presented and reviewed the Annual Engineer’s Report that was handed out at the meeting.
LANDOWNERS’ COMMENTS
The landowners offered no comments.
ADJOURNMENT

There being no further business for the Landowners’ Meeting, the meeting adjourned at 9:09 a.m. There were no objections

Secretary/Assistant Secretary	Chair/Vice-Chair

LANDOWNER PROXY SEBASTIAN RIVER IMPROVEMENT DISTRICT LANDOWNERS’ MEETING
KNOW ALL MEN BY THESE PRESENTS, that the undersigned, the fee simple owner of the lands described herein, hereby constitutes and appoints 	(“Proxy Holder”) for and on behalf of the undersigned, to vote as proxy at the meeting of the landowners of the Sebastian River Improvement District to be held on June 17, 2026 at 9:00 a.m. at the Indian River County Administration Complex, Bldg. A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960. and at any adjournments thereof, according to the number of acres of unplatted land and/or platted lots owned by the undersigned landowner which the undersigned would be entitled to vote if then personally present, upon any question, proposition, or resolution or any other matter or thing which may be considered at said meeting including, but not limited to the Board of Supervisors. Said Proxy Holder may vote in accordance with their discretion on all matters not known or determined at the time of solicitation of this proxy, which may be legally considered at said meeting.

This proxy is to continue in full force and effect from the hereof until the conclusion of the above noted landowners’ meeting and any adjournment or adjournments thereof, but may be revoked at any time by written notice of such revocation presented at the annual meeting prior to the Proxy Holder exercising the voting rights conferred herein.

Printed Name of Legal Owner

Signature of Legal Owner	Date

Parcel Description*	# of Acres

* Insert in the space above the street address of each parcel, the legal description of each parcel, or the tax identification number of each parcel. [If more space is needed, identification of Parcels owned may be incorporated by reference to an attachment hereto.]

Pursuant to section 298 Florida Statutes (2026), a fraction of an acre is treated as one (1) acre entitling the landowner to one vote with respect thereto.

TOTAL NUMBER OF AUTHORIZED VOTES:    
Please note that each eligible acre of land or fraction thereof is entitled to only one vote, for example, a husband and wife are together entitled to only one vote per their residence if it is located on one acre or less of real property.
If the Legal Owner is not an individual, and is instead a corporation, limited liability company, limited partnership or other entity, evidence that the individual signing on behalf of the entity has the authority to do so should be attached hereto. (e.g. bylaws, corporate resolution, etc.)

BALLOT #		

BALLOT SEBASTIAN RIVER
IMPROVEMENT DISTRICT
LANDOWNERS’ MEETING ELECTION OF BOARD SUPERVISORS
JUNE 17, 2026

The undersigned certifies that he/she is the owner ( ) or duly authorized representative of lawful proxy of an owner (  ) of land in the Sebastian River Improvement District, constituting 	 acre(s) and hereby casts up to the corresponding number of his/her vote(s) for the following candidate/candidates to hold the above-named open position:

Name of Candidate	Number of Votes

Signature: 	

Printed Name: 	

Street Address or Tax Parcel Id Number for your Real Property:

June 17, 2026

Sebastian River Improvement District Treasurer’s Report For Annual Landowners Meeting

The fund balance for the Sebastian River Improvement District at the close of Fiscal Year 2023/2024 (September 30, 2024) was $1,658,552.

The fund balance for the Sebastian River Improvement District at the close of Fiscal Year 2024/2025 (September 30, 2025) was $1,666,308.
The following table illustrates Fiscal Year 2024/2025 revenues and expenditures budgeted versus actuals:

	Budgeted	Actual	Percentage	
Revenue	$322,846	$391,870	121%	
Expenditures	$322,846	$384,114	119%	
Excess/(Shortfall)	$0	$7,756		

Special District Services, Inc.

SEBASTIAN RIVER IMPROVEMENT DISTRICT ANNUAL ENGINEER'S REPORT
JUNE 2026

We are pleased to submit this annual engineer's report as a yearly summary of the engineering related activities involved in the operations and functions of the Sebastian River Improvement District (SRID), as required under Chapter 298 of the Florida Statutes.

Carter Associates, Inc. (CAI) was acquired by LJA Engineering, Inc. (LJA) out of Houston, Texas in April of 2023. From then on Carter Associates, Inc. operated as an affiliate of LJA, keeping the CAI company structure. The company continued to function as it did previously, except for accounting, HR, and a few other company functions. At the end of 2025, the CAI company structure was officially abolished and simultaneously fully integrated into the LJA company structure. The CAI engineering department is now integrated into LJA Engineering. The CAI survey department is now integrated into LJA Surveying. The district engineering functions are performed in the same local office; however, we will now reference LJA Engineering as our engineering firm's name.

CLIMATOLOGICAL REVIEW

The 2025 Atlantic hurricane season proved far quieter for Florida than in recent years. The season eased in with its first storm in late June and ultimately produced 13 named storms, 4 of which intensified into major hurricanes. For the first time in a decade, the United States avoided a direct hurricane landfall, a welcome change to previous years. Therefore, domestic impacts were limited to minor and secondary effects. Hurricane Erin brushed the East Coast, while Humberto and Gabrielle affected parts of the Caribbean and caused only beach erosion along the Gulf Coast. The final and strongest storm, Hurricane Melissa, devastated Jamaica and became the third most intense landfalling hurricane ever recorded in the Atlantic Basin.

Overall activity closely matched NOAA's preseason outlook, which projected 13-19 hurricanes and 3-5 major hurricanes. With 13 hurricanes and 4 majors, the season fell at the lower end of that prediction range. Locally, Florida escaped significant impacts this season, and no damages were reported within Indian River County, a much-needed break as the county continues to recover from Hurricane Milton.

From an Accumulated Cyclone Energy (ACE) standpoint, preliminary estimates place the season at 132.6, roughly 135% of the 35-year average. Although fewer storms developed, nearly a quarter intensified into major hurricanes, boosting the ACE value. This level of activity, last seen in 2019, qualifies as an above-normal season under NOAA criteria.

P:\SRID\Annual Engineer's Reports\2026\2026 SRID Annual Engineer's Report.doc
Page 11

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I	
Storm Name	Dates	Storm Category at	Max Wind [mph] Min. Pressure [mbar] Peak Intensity	
Andrea	23 - 24 Jun	Tropical Storm	40	1014	
Barry	28- 30 Jun	Tropical Storm	45	1006	
Chantal	4- 7 Jul	Tropical Storm	60	1002	
Dexter	3-  6 Aug	Tropical Storm	60	999	
Erin	11 -22  Aug	Category 5 Hurricane	160	915	
Fernand	23- 27 Aug	Tropical Storm	60	999	
Gabrielle	17 - 25 Sep	Category 4 Hurricane	140	948	
Humberto	24 Sep-1 Oct	Category 5 Hurricane	160	918	
Imelda	27 Sep- 2 Oct	Category 2 Hurricane	100	966	
Jerry	7 Oct- 11 Oct	Tropical Storm	65	999	
Karen	10 Oct	Subtropical Storm	45	998	
Lorenzo	13-15 Oct	Tropical Storm	60	1000	
Melissa	21 - 31 Oct	Category 5 Hurricane	185	892	

See attached U.S. National Weather Service 2025 North Atlantic Hurricane Tracking Chart.
Thankfully, the East Central Coast of Florida, including the SRID made it through another year without enduring the devastation of a hurricane event.

Rainfall intensity and distribution varies significantly in any given rainfall or storm event, across the limits of the district. The district does not currently maintain or observe rain gauges to determine rainfall disbursement or intensity within its limits. However, rainfall amounts are measured at the City of Vero Beach Airport located 5+/- miles to the southeast, and at the Fellsmere Water Control District (FWCD) office located 7+/- miles to the northwest.

The 2025 total yearly rainfall observed at the Vero Beach Municipal Airport (located in the east central portion of the district) was 44.18 inches. The average (Mean) annual rainfall measured at the airport over the past 26 years is 50.15 inches. (See attached chart of "Monthly Total Precipitation for Vero Beach, FL Area")

FACILITIES AND CANAL MAINTENANCE

At the regular SRID Board meeting on April 16, 2025, Frank Sakuma informed the Board it was time to consider annual R-O-W maintenance. By consensus, the Board decided to award the 2025 contract to Cates Tractor with the understanding that the unit prices would remain the same as the year 2024. This year the April Board meeting was cancelled, so hopefully the Board will provide directions regarding this year's maintenance contract at the June 2026 meeting.

Robert Stillwagon continues to provide inspection services during the maintenance activities. He also investigates any landowner complaints and provides the radial gate outfall structure operation services as needed to manage water levels in the district.

The Lateral C and Lateral L overflow structures have operational radial gates that must be opened during large storm events to prevent flooding upstream. The mechanical operators are located on the structure itself and are operated by SRID staff (Mr. Stillwagon). Typically, the gates are opened prior to a significant storm and left open until the bulk of the runoff has drained out of the district.

In the spring of 2022, a Lateral C gate was found leaking and was patched by R&S Metalworks & Co., LLC. Now in 2026, the Lateral C gate is leaking again. Robert Stillwagon has contacted Scott Snowden with R&S to conduct a visual inspection of the gates and will prepare a proposal to patch the new holes in the gate face.

LJA and Frank Sakuma, Special District Services, Inc. continue to pursue grant funding for the design and permitting of the replacement of the radial gates. Recent applications have not scored enough points to get funded, with the septic drainfield conversions to sewer getting the bulk of the funds. The recent SRID application was submitted as a water quality improvement project and followed the approach of the SFWMD grant project known as the Gordy Structure Retrofit Project. Unfortunately, the SJRWMD reviewers did not approve the grant application because it did not have a quantifiable benefit. In an effort to define the benefits of the top opening gate structure, the Board approved a water quality testing plan. The first round of water samples were taken to check the water quality from the top of the water column vs the bottom of the water column. The results are inconclusive; however (2) more samples are to be scheduled.

WATER QUALITY IN LATERAL C CANAL

Water quality samples for SRID are scheduled to be taken quarterly (every three months) from the County Road 510 bridge over the Lateral C canal. This year the SRID received water quality readings for 02/12/2025, 05/05/2025, 08/14/2025, 11/10/2025, 02/11/2026, and 05/11/2026. All six (6) of the 2025/2026 water quarterly reports did not exceed the numeric nutrient threshold for nitrogen (1.54 mg/L) and only the 08/14/2025 water sample (0.29 mg/L) exceeded the numeric nutrient threshold for phosphorous (0.12) mg/L.

CENTRAL INDIAN RIVER BASIN MANAGEMENT ACTION PLAN (BMAP)

LJA continues to attend the stakeholder's workshop webinars, scheduled by the Florida Department of Environmental Protection (FDEP), regarding the implementation of the Basin Management Action Plan (BMAP) for that basin of the Indian River Lagoon that receives stormwater discharge from the SRID outfall canals. SRID is a listed stakeholder in the adopted BMAP for the "Central B and SEB Project Zone(s)," where the seagrass inventory assessments have failed the compliance test.

The SRID continues to operate as a single purpose drainage district and has the same BMAP requirements as the other 298 districts in the watershed. The annual BMAP reporting consists of reports of the maintenance and the continued implementation of the SRID permit criteria policy requirement of the 2"/24-hour maximum discharge volume limitation. The 2"/day requirement results in larger more robust stormwater treatment systems then would otherwise be permitted under the SJRWMD pre vs post peak rate of discharge criteria. The SRID will continue to apply for grant assistance programs for water quality improvements projects within the district. Also, SRID will continue to work with other stakeholders to implement proposed water quality projects within the SRID. These types of projects typically require connections from the SRID canal system into offline treatment systems and then reconnection to allow the treated water to flow to the Indian River Lagoon via district's outfall canals.
FLOOD INSURANCE RATE MAP MODERNIZATION

Federal Emergency Management Agency (FEMA) issued an update in 2012 of flood hazard identification and mapping to the Flood Insurance Rate Maps (FIRM) covering the majority of Indian River County. The SRID watershed was in a SRID appeal process and was omitted from the update. FEMA restarted the map update procedure, and the Indian River County Commission approved the new maps covering the SRID watershed on January 26, 2023.

SRID PROPERTIES ANNEXED INTO SEBASTIAN

The Graves Brothers annexed approximately 2,044 acres into the City of Sebastian in 2023. To date permit applications for development plans have not been submitted to the SRID, however subdivisions and related commercial site plans are expected.

Another project called Cresswind was annexed in May of 2026. This development consists of 382 acres east of 82nd Avenue and south of 69th street. A permit application was submitted to the SRID in June of 2025. SRID staff reviewed the project and issued a Request for Additional Information (RAI) on 08/18/2025. To date the applicant has not responded.

PERMITTING AND ENGINEERING ACTIVITIES

The Florida Department of Transportation (FOOT) has been active in pursuing permits and R-O-W for the CR-510 proposed Paving and Drainage Improvements Project from 58th Avenue to CR-512. Also, the FOOT is working on the R-O-W acquisition for the 82nd Avenue paving and drainage improvements south (5 miles) project. The north section from 69th Street to CR-510 was permitted by SRID in 2020, and R-O-W has been acquired. We understand that the north section is going to be constructed after the south section is constructed. The south section from 69th Street to 26th Street will be constructed in the first phase due to resident requests.

During the past year, we have provided technical review and assistance and permit compliance inspections on behalf of SRID for the following ongoing projects:

82nd Avenue (County Road 609): The project planning and review of 82nd Avenue has been underway since early 2007. The FOOT project's engineering design is by their consulting engineering firm HOR Engineering, Inc. As noted above, the north phase is permitted. LJA continues to work with HOR on the south section. The FOOT has not submitted a permit application for the south phase, however currently the FOOT R-0-W acquisition process is underway. LJA is providing the FOOT team with various SRID requirements to ensure that drainage maintenance activities will not be restricted.

Re-permitting of Mining Projects: During this past year, LJA has aided the SRID in reviewing the Wild Turkey, Davis, and Blue Goose South Mine operations and recommending extensions to 09/30/2026, except for Blue Goose. Blue Goose has ceased mining and are now selling off the remaining stockpiles and restoring the site.

On May 8, 2025, the Wild Turkey sand mine owner submitted a request to the SRID Board of Supervisors to declare as Surplus the following SRID sublaterals: C-10 sublateral approximately 1 (one) mile long and 100 feet wide (less Lateral D and Lateral C R-O-Ws), and C-11, C-12, and C-13 sublaterals, each approximately 0.5 miles and 100 feet wide (less Lateral D R-O-W), lying within the property line boundaries of the mine. To date, the request has not been followed up with the required documents to complete the transaction.

 CR-510 Improvements: The FOOT Engineer Design consultants have prepared construction plans and submitted permit applications for two (2) additional phases of construction to extend the improvements to east of 58th Avenue. The western phase from CR-512 to a point a few hundred feet west from the intersection with Lateral C is currently under construction. The SRID Board of Supervisors approved the SRID R-O-W sale transaction, and it was completed in the summer/fall of 2024. The FOOT determined that this section of roadway improvements does not require a SRID permit, therefore all SRID concerns have been addressed as part of the R-0-W sale process. The eastern section has been submitted as two (2) additional phases to be permitted together. This work starts at the end point of the western section and continues east to an end point east of 58th Avenue.

This project is currently in the R-0-W acquisition phase. The FOOT has designed the new road over one of SRID's drainage easements located adjacent to CR-510 east of Lateral L. The SRID has notified the FOOT that this drainage easement is critical for the landowners served by R-12 and must be replaced. Currently, the FOOT is exploring options to replace the easement.

Utility permitting new and/or improved utility service lines to accommodate development growth in the district continues to be active over the past year. A proposed high-pressure gas line to be installed along 82nd Avenue from the SRID southern boundary at 26th Street to 69th Steet has been submitted and

the plans approved and is currently being constructed. The gas line will be constructed in SRIO R-0-W, therefore a SRIO R-0-W lease has been recorded as part of the approval. The FOOT will eventually acquire R-0-W from SRIO to construct the new 82nd Avenue paving and drainage improvements. The gas line will then terminate since it is in the R-0-W to be acquired. This gas line is known as the HP Connector and runs from the IR County landfill at the south end, north to a connection to the existing gas line located near US-1 and 77th Street. The gas produced by the natural breakdown of garbage will be collected and tied into the gas distribution system for sale to consumers.

The Liberty Park project remains active. It was initially planned around 2005 but was never permitted by SRIO until Phase 1A was approved in January 2021. Liberty Park Phase 2A and 2B were approved in 2025. The project totals approximately 700 acres lying east and west of 66th Avenue, south of CR-510, and located within the R-13 and R-14 watershed areas.

The River Oaks project initially proposed in 2006 was reactivated in 2020. The 2006 project review resulted in some SRIO R-12 R-0-W swaps with the land developer. The reactivated project as currently designed will require the revision of the 2006 SRIO R-0-W swaps. SRIO has requested maintenance of drainage rights within a proposed conservation tract which is part of the 2020 project's proposed R-12 easement. Currently the FOOT is pursuing R-0-W that affects this development. The SRIO permits cannot be issued until the R-12 R-0-W is reestablished with a stipulation to allow the SRIO to perform the maintenance. Note, this is the same R-0-W noted in comment #3 above.

The Hawk's Grove Subdivision Project has submitted a permit application for a R-0-W swap with SRIO. Hawk's Grove subdivision is in the Indian River Farms Water Control District, immediately east of 74th Avenue just south of 33rd Street SW. The County has requested the developer to construct the entrance to the subdivision off 74th Avenue. The SRIO Board of Supervisors approved the R-0-W swap to obtain the width needed for the 74th Avenue Road improvements. The SRIO issued a permit to construct the improvements. SRIO will receive some drainage improvements along the 74th Avenue alignment as part of the permit and R-0-W swap agreement.

Indian River County received a SRIO permit in February 2023 for the north phase of the 66th Avenue roadway and drainage improvements project which will complete the four-lane road improvements from CR-510 to SR-60. This project was completed in 2025. The R-13 canal extension eastward to 66th Avenue has been constructed.

The Blue Water Bay Subdivision has been re-activated. It was originally permitted in 2006 and construction started. The lakes, roads, and some interior utilities were constructed before the real estate collapse in approximately  2008.  The  2024  plans  depict  the  original  stormwater

management system layout, and the permit has been reissued. Offsite road improvements for 89th Street along the north property line and a bridge over the Lateral D canal are depicted with a note saying to be permitted separately. However, the new construction has not been restarted.

In addition to those activities outlined in this report above, we remain involved in the regular functions of the district as follows:

Attend all regularly scheduled meetings of the Board of Supervisors and maintain an electronic district engineering file. The SRID Administrator maintains the SRID files.

Remain on daily call to provide authorized technical assistance and information to district personnel, supervisors, landowners, and other governmental and public agencies concerning the operations, functions, and regulations of the district.

Monitor the actions and activities of other jurisdictional agencies and related organizations that may affect the operations and functions of the district.

Assist the SRID in the maintenance of infrastructure, including the radial gate structures at Lateral C & Lateral L.

Review district records and files in preparation of the Annual Engineer's Report as required under Florida Statutes.

In conclusion, we are pleased to report that through the efforts of District Administrator, Frank Sakuma, and Field Technician, Robert Stillwagon, and with the direction and support of your Board of supervisors, the SRID continues to monitor the permitted activities and related compliance issues, maintains and protects the facilities and functions of the district, and works to provide the landowners a reliable and cost-effective system of drainage and flood control.

LJA ENGINEERING, INC. LB8569

Respectfully submitted,

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28 Jun-38 Jun
04 Jul-07 Jul
03 Aug-86 Aug
11 Aug-22 Aug
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17 Sep-25 Sep
24 Sep-81 Oct
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Yti\l'	Jan	Feb	Mar	Apr	:\lay	Jun	Jul	Aug	Stp	Oct	!\"o,·	Dtc	.-\mma)	
1000	2.SS	1.15	2.41	1.95	0.36	6.55	11.55	4.53	7.83	7.15	0.50	0.42	47.28	
2001	0.84	0.04	4.42	0.45	3.83	5.14	7.61	7.05	12.20	4.14	2.40	0.80	4S.92	
2002	I.S3	4.90	0.25	3.37	3.60	15.0S	8.26	7.91	1.84	1.47	2.01	5.41	55.93	
2003	I.SI	0.94	3.18	4.09	3.07	8.56	1.30	7.32	8.02	0.77	3.17	3.20	45.43	
2004	2.78	2.95	0.84	1.50	0.09	3.87	3.86	9.71	23.01	3.59	0.95	2.55	55.70	
2005	1.14	2.12	7.78	3.18	4.80	12.11	1.51	3.81	5.06	7.89	5.86	2.15	57.41	
2006	0.33	3.53	0.53	1.09	137	7.96	4.23	4.89	5.64	0.9S	1.12	1.89	33.56	
2007	0.76	1.10	I.�	2.16	1.97	7.31	13.71	2.40	6.01	7.92	2.49	2.10	48.9S	
200S	1.22	1.46	3.87	3.96	2.08	3.00	6.97	1S.91	2.62	7.91	3.40	0.45	55.S5	
2009	1.57	0.16	2.62	0.44	10.52	4.50	4.76	3.66	4.79	0.4S	2.S9	5.58	41.97	
2010	0.94	2.14	9.42	3.91	3.16	5.11	1.67	2.89	4.80	0.01	2.43	0.56	37.04	
2011	3.02	0.33	3.07	0.60	1.47	3.16	5.24	11.48	8.21	21.93	1.33	4.29	64.13	
2012	T	I.SO	3.01	4.14	5.76	4.05	1.97	11.46	8.65	4.70	O.S5	3.51	49.90	
2013	1.52	1.03	1.10	3.38	8.19	5.49	5.50	1.47	6.62	0.53	7.38	2.59	44.80	
2014	4.49	2.06	1.95	2.02	2.66	7.76	6.14	6.29	10.74	4.03	2.60	3.21	53.89	
2015	1.15	2.48	2.38	4.72	0.99	4.91	5.90	9.07	8.52	1.91	3.09	4.57	49.69	
2016	9.39	3.96	2.86	1.60	17.98	4.85	0.61	12.18	4.90	4.15	0.68	2.14	65.30	
2017	0.73	1.23	1.62	2.89	4.57	6.38	5.37	6.63	12.44	9.60	4.73	2.23	58.42	
2018	2.68	0.53	0.32	4.55	9.13	334	6.42	4.97	4.35	1.18	1.48	1.56	40.51	
2019	4.04	1.88	1.77	2.09	4.45	3.41	4.50	10.20	2.45	6.20	1.85	6.92	49.76	
2020	1.17	1.76	0.02	3.22	6.53	8.36	14.29	4.27	5.82	11.99	5.90	0.76	64.09	
2021	0.20	6.01	0.21	3.73	1.75	4.65	5.02	6.59	5.06	1.37	5.58	0.36	40.53	
2022	1.71	0.41	1.49	3.46	0.71	10.63	3.46	1.51	11.53	2.05	6.76	1.45	45.17	
2023	0.30	2.40	0.63	3.78	2.54	11.20	11.95	3.78	7.73	3.66	3.12	4.21	55.30	
2024	2.23	2.0S	0.59	M	4.54	3.05	3.86	7.17	12.30	14.14	1.94	3.73	M	
2025	1.13	6.15	1.47	0.16	2.0S	3.6-1	3.93	5.87	7.57	11.43	0.03	0.72	44.18	
2026	M	M	.M	M	1(	M	M	1\(	.M	M	M	M	.M	
�It-an	1.92	2.10	2.26	2.66	4.16	6.31	5.75	6.77	7.64	5.43	2.87	2.59	50.15	
!\fox	9.39
2016	6.15
2025	9.42
2010	4.72
2015	17.98
2016	15.0S
2002	14.29
2020	18.91
2008	23.01
2004	21.93
2011	7.38
2013	6.92
2019	65.30
2016	
Min	T
2012	0.04
2001	0.02
2020	0.16
2025	0.09
2004	3.00
2008	0.61
2016	1.47
2013	1.84
2002	0.01
2010	0.03
2025	0.36
2021	33.56
2006	

AGENDA
SEBASTIAN RIVER IMPROVEMENT DISTRICT BOARD OF SUPERVISORS
Indian River County Administration Complex Bldg. A, Room A1-102
1801 27th Street
Vero Beach, Florida 32960 REGULAR BOARD MEETING June 17, 2026
9:00 a.m.

Call to Order
Proof of Publication…	Page 21
Seat New Board Members
Administer Oath of Office & Review Board Member Responsibilities and Duties
Establish Quorum
Election of Officers
Chairman
Vice Chairman
Secretary/Treasurer
Assistant Secretaries
Additions or Deletions to Agenda
Approval of Minutes
February 18, 2026 Regular Board Meeting…	Page 22
Old Business
New Business
Update on Open Projects
Consider Resolution No. 2026-03 – Adopting a Fiscal Year 2026/2027 Proposed Budget…	Page 26
Administrative Matters
Sand Mine Update
Water Quality Report…	Page 30
Financial Update…	Page 51
Engineer Update
Manager Update
Board Member Comments
Comments from the Public for Items Not on the Agenda
Adjourn

Page 20

Publication Date 2026-05-28

Subcategory Miscellaneous Notices

SEBASTIAN RIVER IMPROVEMENT DISTRICT NOTICE OF REGULAR BOARD MEETING &
ANNUAL LANDOWNERS MEETING
NOTICE IS HEREBY GIVEN that the Sebastian River Improvement District (SRID and/or District) will hold a Regular Board Meeting (Meeting) on June 17, 2026, at 9:00 a.m. at the Indian River County Administration Complex, Bldg. A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960.
The purpose of the Regular Board Meeting is to conduct any business which may properly come before the Board. The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. A copy of the Agenda for the meeting may be obtained from the Districts website or by contacting the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922.
NOTICE IS HEREBY GIVEN that SRID will hold its Annual Landowners Meeting on June 17, 2026, at 9:00 a.m., or as soon thereafter as can be heard, at the Indian River County Administration Complex, Bldg. A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960.
The purpose of the Annual Landowners Meeting is to elect one (1) Supervisor to the SRID Board of Supervisors. The Annual Landowners Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. A copy of the Agenda for the Annual Landowners Meeting may be obtained from the Districts website or by contacting the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922.
From time to time one Supervisor may participate by telephone; therefore, a speaker telephone will be present as required at the meeting location so that Supervisors may be fully informed of the discussions taking place. Said meeting(s) may be continued as found necessary to a time and place specified on the record.
If any person decides to appeal any decision made with respect to any matter considered at these meetings, such person will need a record of the proceedings and such person may need to ensure that a verbatim record of the proceedings is made at his or her own expense and which record includes the testimony and evidence on which the appeal is based.
In accordance with the provisions of the Americans with Disabilities Act, any person requiring special accommodations or an interpreter to participate at any of these meetings should contact the District Manager at (772) 345-5119 and/or toll free at 1-877-737-4922 at least seven (7) days prior to the date of the particular meeting.
Meetings may be cancelled from time to time without advertised notice. SEBASTIAN RIVER
IMPROVEMENT DISTRICT
www.sridfl.org
PUBLISH: INDIAN RIVER PRESS JOURNAL 05/21/26 & 05/28/26 #12337194

Page 21

SEBASTIAN RIVER IMPROVEMENT DISTRICT REGULAR BOARD MEETING
FEBRUARY 18, 2026

Call to Order
The February 18, 2026, Regular Board Meeting of the Sebastian River Improvement District (the “District”) was called to order at 10:00 a.m. in the Indian River County Administration Complex, Building A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960.

Proof of Publication
Proof of publication was presented showing that notice of the Regular Board Meeting had been published in the Indian River Press Journal on October 3, 2025, as legally required.

Establish Quorum
A quorum was established with the following Supervisors present:

Board of Supervisors

Supervisor	Jeff Bass	Present	
Supervisor	Tom Hammond	Present	
Supervisor	Chad Kelly	Present	

Staff members in attendance were:

District Manager	Frank Sakuma	Special District Services, Inc.	
District Manager	Stephanie Brown	Special District Services, Inc.	
District Counsel	Elizabeth Lenihan	Torcivia, Donlon, Goddeau & Rubin, PA	
District Engineer	George Simons	Carter Associates, Inc.	

Additions or Deletions to Agenda
There were no additions or deletions to the agenda.
Approval of Minutes
August 20, 2025, Regular Board Meeting and Public Hearing

A motion was made by Mr. Hammond, seconded by Mr. Kelly, approving the minutes of the August 20, 2025, Regular Board Meeting and Public Hearing, as presented. The motion approving the minutes passed unanimously.

Old Business
There were no matters of Old Business to come before the Board.

New Business
Discussion Regarding Laurel Cove Drainage

Wesley Mills, P.E. (Engineer representing Laurel Cove) made a request to the Board for approval of a permit that would allow drainage outside of the District boundaries into the District canal, with the permit being limited to the 2-inch rule over 20 acres of land.

District Attorney Elizabeth Lenihan stated that the District could allow drainage outside the District boundaries, but it would require modification of the District water control plan. Mr. Bass was concerned about the additional water volume and requested a total volume analysis prior to the Board making a decision. District Engineers suggested performing a 25- & 100-year storm analysis with total volume discharged.

After much discussion, Mr. Mills responded that they would evaluate taking everything north and not discharging into the District outflows.

Discussion Regarding South Prong – Overgrowth
Mr. Sakuma advised that water was flowing through the entirety of the areas that had been observed.

Consider Resolution No. 2026-01 – Adopting a Fiscal Year 2024/2025 Amended Budget

Resolution No. 2026-01 was presented, entitled:

RESOLUTION NO. 2026-01

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SEBASTIAN RIVER IMPROVEMENT DISTRICT AUTHORIZING AND ADOPTING AN AMENDED FINAL FISCAL YEAR 2024/2025 BUDGET (“AMENDED BUDGET”), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDING AN EFFECTIVE DATE.
A motion was made by Mr. Bass, seconded by Mr. Hammond adopting Resolution No. 2026-01, as presented, and authorizing the Chair and staff to execute any necessary supporting documents. The motion passed unanimously.

Consider Resolution No. 2026-02 Adopting Goals and Objectives Annual Report

Resolution No. 2026-02 was presented, entitled:
RESOLUTION NO. 2026-02
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SEBASTIAN RIVER IMPROVEMENT DISTRICT ADOPTING AN ANNUAL REPORT OF GOALS, OBJECTIVES, AND PERFORMANCE MEASURES AND STANDARDS; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE.

A motion was made by Mr. Bass, seconded by Mr. Hammond adopting Resolution No. 2026-02, Adopting Goals and Objectives Annual Report, as presented. The motion passed unanimously.

At 10:51 a.m., Mr. Sakuma recessed the Regular Board Meeting and opened the Audit Selection Committee Meeting.

Auditor Selection Committee
Ranking Proposals/Consider Selection of an Auditor
Mr. Sakuma presented the proposals from Grau & Associates and Richie Tandoc, P.A. He advised that Grau & Associates was ranked the highest and recommended selecting them as the District’s auditor for FYs ending 2025, 2026 & 2027, with options for renewal for FYs ending 2028 & 2029.

After Committee discussion, a motion was made by Mr. Bass, seconded by Mr. Hammond accepting the staff recommendation of selecting Grau & Associates as the District’s auditor. The motion passed unanimously.

At 10:53 a.m., Mr. Sakuma closed the Meeting of the Auditor Selection Committee and reconvened the Regular Board Meeting.

Consider Approval of Grau & Associates for Audit Services

A motion was made by Mr. Bass, seconded by Mr. Hammond approving Grau & Associates as the District’s auditor for audit services for FYs ending 2025, 2026 & 2027, with options for renewal for FYs ending 2028 & 2029. The motion passed unanimously.

Consider Approval of Liberty Park Phase 2A & 2B Permit Approval

A motion was made by Mr. Hammond, seconded by Mr. Bass approving Liberty Park Phase 2A & 2B Permit, as presented. The motion passed 2-1 with Mr. Kelly abstaining.

Consider Acquisition Purchase Offer Package

Mr. Bass asked if damages were included. Mr. Sakuma responded that he would check.

After Board discussion, a motion was made by Mr. Bass, seconded by Mr. Hammond directing staff to evaluate the FDOT offer package in its entirety, and to bring back recommendations to the Board. The motion passed unanimously.
Consider SRID Surplus Lands Application

A motion was made by Mr. Bass, seconded by Mr. Kelly approving the SRID Surplus Lands Application, as presented. The motion passed 2-1 with Mr. Hammond abstaining.

Update on Open Projects:
Cross Creek – Phase 3 has been submitted and is under review;
Eddy Bradshaw request to modify permit. Board consensus of no modifications to our existing permit form.

Administrative Matters
Sand Mine Update
Mr. Simons advised that a permit was issued with the condition that they move forward with the purchase of the Right-of-Way by June 2026.

Financial Update
Mr. Sakuma briefly addressed the financials included in the Board package and noted that the District was in sound financial condition.

Engineer Update
Mr. Simons had nothing further for the Board.

Manager Update
There was no Manager update at this time.

Board Member Comments

There were no additional comments from the Board Members.

Comments from the Public for Items Not on the Agenda
There were no comments from the public.

Adjournment

There being no further business to come before the Board, the Regular Board Meeting of the District was adjourned by Mr. Bass, seconded by Mr. Kelly at 11:37 a.m. There were no objections.

Secretary/Assistant Secretary	Chair/Vice-Chairman

RESOLUTION NO. 2026-03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SEBASTIAN RIVER IMPROVEMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2026/2027; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Board of Supervisors (“Board”) of the Sebastian River Improvement District (“District”) is required by Chapter 298, Florida Statutes, to approve a Proposed Budget for each fiscal year; and,

WHEREAS, the Proposed Budget including the Assessments for Fiscal Year 2026/2027 has been prepared and considered by the Board.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE SEBASTIAN RIVER IMPROVEMENT DISTRICT THAT:

Section 1.  The Proposed Budget including the Assessments for Fiscal Year 2026/2027 attached hereto as Exhibit “A” is approved and adopted.

Section 2.  A Public Hearing is hereby scheduled for August 19, 2026 at 10:00 a.m. at Indian River County Administration Complex, Building A, Room A1-102, 1801 27th Street, Vero Beach, Florida 32960, for the purpose of receiving public comments on the Proposed Fiscal Year 2026/2027 Budget.

PASSED, ADOPTED and EFFECTIVE this 17th day of June, 2026.

ATTEST:	SEBASTIAN RIVER
IMPROVEMENT DISTRICT

By:			By:		 Secretary/Assistant Secretary			Chairman/Vice Chairman

Sebastian River Improvement District

Proposed Budget For Fiscal Year 2026/2027
October 1, 2026 - September 30, 2027

CONTENTS

I	PROPOSED BUDGET

PROPOSED BUDGET
SEBASTIAN RIVER IMPROVEMENT DISTRICT FISCAL YEAR 2026/2027
OCTOBER 1, 2026 - SEPTEMBER 30, 2027

REVENUES	
FISCAL YEAR 2024/2025 ACTUAL	
FISCAL YEAR 2025/2026 BUDGET	
FISCAL YEAR 2026/2027 BUDGET	

COMMENTS	
NAV ASSESSMENTS	319,594	307,394	307,394	10,014.43 Acres @ $30.70	
R-O-W USE FEES	69,265	25,515	16,765		
PERMIT FEES	5,000	5,000	5,000		
OTHER REVENUES	2,500	0	2,500		
INTEREST INCOME	63,171	9,000	15,000	Interest Projected At $1,250 Per Month	
TOTAL REVENUES	$	459,530	$	346,909	$	346,659		
					
EXPENDITURES					
LEGAL	32,167	25,000	25,000	No Change From 2025/2026 Budget	
DISTRICT ADMINISTRATIVE	30,000	30,000	30,000	$2,500 Per Month	
OPERATIONS MANAGER	21,000	21,000	21,000	No Change From 2025/2026 Budget	
OPERATIONS MANAGER - PAYROLL TAXES	1,607	1,607	1,607	Operations Manager *7.65%	
ENGINEERING /GENERAL	79,791	80,000	80,000	No Change From 2025/2026 Budget	
ENGINEERING /PERMIT	0	5,000	5,000	No Change From 2025/2026 Budget	
ENGINEERING /OTHER	0	10,000	10,000	No Change From 2025/2026 Budget	
ACCOUNTING / AUDIT	5,400	5,500	4,500	Accepted Amount For 2025/2026 Audit	
INSURANCE	10,163	14,000	13,000	FY 2025/2026 Expenditure Was $10,773	
WEBSITE MANAGEMENT	2,000	2,000	2,000	No Change From 2025/2026 Budget	
DUES & SUBSCRIPTIONS	1,175	3,000	3,000	
$175 For Dept Of Economic Opportunity - $2,825 For FL Assoc Special Districts	
LEGAL ADVERTISEMENTS	602	1,400	1,400	No Change From 2025/2026 Budget	
MISCELLANEOUS	9,643	3,896	5,000	Includes Travel, Postage & Office Supplies	
WATER QUALITY ANALYTICAL SERVICE	3,825	5,000	5,000	No Change From 2025/2026 Budget	
MAINTENANCE CONTRACT (ROW)	183,866	130,000	140,000	Includes Bank Mowing, Canal Maintenance & ROW Maintenance Evaluation	
MISCELLANEOUS MAINTENANCE	2,876	2,500	2,500	No Change From 2025/2026 Budget	
TOTAL EXPENDITURES	$	384,115	$	339,903	$	349,007		
					
REVENUES LESS EXPENDITURES	$	75,415	$	7,006	$	(2,348)		
					
COUNTY APPRAISER & TAX COLLECTOR FEE	(1,836)	(6,169)	(6,169)	Two Percent Of Total Assessment Roll	
DISCOUNTS FOR EARLY PAYMENTS	(10,559)	(12,337)	(12,337)	Four Percent Of Total Assessment Roll	
					
EXCESS/ (SHORTFALL)	$	63,020	$	(11,500)	$	(20,854)		
					
PREVIOUS YEAR CARRYOVER	-	11,500	20,854	Comes from Current Fund Balance	
					
NET EXCESS/ (SHORTFALL)	$	63,020	$	-	$	-		

Notes
Assessable Acres = 10,014.43 (Per Updated Numbers From County)

FY 2024 Assessment per Acre = $30.70
FY 2024 Budgeted Carryover Funding Assessment per Acre = $0.00

FY 2025 Assessment per Acre = $30.70
FY 2025 Budgeted Carryover Funding Assessment per Acre = $0.00

FY 2026 Assessment per Acre = $30.70
FY 2026 Budgeted Carryover Funding Assessment per Acre = $1.45

FY 2027 Assessment per Acre = $30.70
FY 2027 Budgeted Carryover Funding Assessment per Acre = $2.08

FUND BALANCE AS OF 9/30/25	$ 1,721,573.00	
PROJECTED FY 2025/2026 BUDGET ACTIVITY	$	-	
PROJECTED FUND BALANCE AS OF 9/30/26	$ 1,721,573.00	

FUND BALANCE AS OF 9/30/26	$ 1,721,573.00	
PROJECTED FY 2026/2027 BUDGET ACTIVITY	$	-	
PROJECTED FUND BALANCE AS OF 9/30/27	$ 1,721,573.00	

February 23, 2026

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

B. Frank Sakuma, Jr Sebastian WCD
10807 SW Tradition Square Port Saint Lucie, FL 34987

RE:	Project:	Sebastian Quarterly SW
Pace Project No.:	35014821

Dear B. Sakuma, Jr:
Enclosed are the analytical results for sample(s) received by the laboratory on February 11, 2026. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.

The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
Pace Analytical Services - Ormond Beach
Pace Analytical Services - South Florida
If you have any questions concerning this report, please feel free to contact me. Sincerely,

Cameron Meynardie cameron.meynardie@pacelabs.com 813-855-1844
Project Manager

Enclosures

cc: Sylvia Bethel, Sebastian WCD George Simons, Sebastian WCD

CERTIFICATIONS

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

Pace Analytical Services Ormond Beach
8 East Tower Circle, Ormond Beach, FL 32174 Alaska DEC- CS/UST/LUST
Alabama Certification #: 41320 California Certification# 3096
Colorado Certification: FL NELAC Reciprocity Connecticut Certification #: PH-0216 Delaware Certification: FL NELAC Reciprocity DoD-ANAB #:ADE-3199
Florida Certification #: E83079 Georgia Certification #: 955
Guam Certification: FL NELAC Reciprocity Hawaii Certification: FL NELAC Reciprocity Illinois Certification #: 200068
Indiana Certification: FL NELAC Reciprocity Kansas Certification #: E-10383
Kentucky Certification #: 90050
Louisiana Certification #: FL NELAC Reciprocity Louisiana Environmental Certificate #: 05007 Maine Certification #: FL01264
Maryland Certification: #346 Massachusetts Certification #: M-FL1264 Michigan Certification #: 9911
Mississippi Certification: FL NELAC Reciprocity Missouri Certification #: 236

Montana Certification #: Cert 0074 Nebraska Certification: NE-OS-28-14 Nevada Certification: FL NELAC Reciprocity New Hampshire Certification #: 2958
New Jersey Certification #: FL022 New York Certification #: 11608
North Carolina Environmental Certificate #: 667 North Carolina Certification #: 12710
North Dakota Certification #: R-216 Ohio DEP 87780
Oklahoma Certification #: D9947 Pennsylvania Certification #: 68-00547 Puerto Rico Certification #: FL01264 South Carolina Certification: #96042001 Tennessee Certification #: TN02974 Texas Certification: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity Utah
Utah FL NELAC Reciprocity
Virginia Environmental Certification #: 460165 Washington Certification #: C955
West Virginia Certification #: 9962C Wisconsin Certification #: 399079670
Wyoming (EPA Region 8): FL NELAC Reciprocity

Pace Analytical Services South Florida
3610 Park Central Blvd N, Pompano Beach, FL 33064	Florida Certification #: E86240

SAMPLE SUMMARY

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

Lab ID	Sample ID	Matrix	Date Collected	Date Received		
35014821001	510 BRIDGE	Water	02/11/26 11:53	02/11/26 16:15		

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 3 of 21

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174

PASI-O = Pace Analytical Services - Ormond Beach
PASI-SF = Pace Analytical Services - South Florida

	SAMPLE ANALYTE COUNT		
Project:	Sebastian Quarterly SW			
Pace Project No.:	35014821			

Lab ID	
Sample ID	
Method	
Analysts	Analytes Reported	
Laboratory		
35014821001	510 BRIDGE	SM 2520B Modified	GDV	1	PASI-SF		
		SM 2540C	IB	1	PASI-O		
		SM 2540D	TPM	1	PASI-O		
		SM 5210B	SC	1	PASI-O		
		EPA 300.0	CMB	1	PASI-O		
		EPA 350.1	AEL	1	PASI-O		
		EPA 351.2	KMM1	1	PASI-O		
		EPA 353.2	HDV	1	PASI-O		
		EPA 365.3	CLL	1	PASI-O		

(386)672-5668

Page 4 of 21

ANALYTICAL RESULTS

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

Sample: 510 BRIDGE	Lab ID: 35014821001	Collected: 02/11/26 11:53	Received: 02/11/26 16:15  Matrix: Water

Field Data

Analytical Method:
Pace Analytical Services - Ormond Beach

Salinity by Conductivity

Analytical Method: SM 2520B Modified
Pace Analytical Services - South Florida

Salinity	7.0 U	ppt	7.0	7.0	1	02/20/26 10:34

2540C Total Dissolved Solids

Analytical Method: SM 2540C
Pace Analytical Services - Ormond Beach

Total Dissolved Solids	1080	mg/L	10.0	10.0	1	02/16/26 13:48

2540D Total Suspended Solids

Analytical Method: SM 2540D
Pace Analytical Services - Ormond Beach

Total Suspended Solids	5.5	mg/L	5.0	5.0	1	02/17/26 23:51	PP

5210B BOD, 5 day

Analytical Method: SM 5210B
Pace Analytical Services - Ormond Beach

BOD, 5 day	2.0 U	mg/L	2.0	2.0	1	02/13/26 10:18 02/18/26 11:22

300.0 IC Anions 28 Days

Analytical Method: EPA 300.0
Pace Analytical Services - Ormond Beach

Chloride	449	mg/L	50.0	25.0	10	02/16/26 01:35 16887-00-6

350.1 Ammonia

Analytical Method: EPA 350.1
Pace Analytical Services - Ormond Beach

Nitrogen, Ammonia	0.042 I	mg/L	0.050	0.035	1	02/12/26 11:31 7664-41-7

351.2 Total Kjeldahl Nitrogen

Analytical Method: EPA 351.2 Preparation Method: EPA 351.2
Pace Analytical Services - Ormond Beach

Nitrogen, Kjeldahl, Total	0.49 I	mg/L	0.50	0.20	1	02/19/26 16:35 02/22/26 12:38 7727-37-9

353.2 Nitrogen, NO2/NO3 unpres

Analytical Method: EPA 353.2
Pace Analytical Services - Ormond Beach

Parameters	Results	Units

PQL

MDL

DF	Prepared	Analyzed	CAS No.	Qual

Field pH	8.11	Std. Units	1	02/11/26 11:53		
Field Temperature	17.8	deg C	1	02/11/26 11:53		
Field Specific Conductance	1892.0	umhos/cm	1	02/11/26 11:53		
Oxygen, Dissolved	9.10	mg/L	1	02/11/26 11:53	7782-44-7	
Turbidity	3.88	NTU	1	02/11/26 11:53		

Nitrogen, Nitrate	0.12	mg/L	0.050	0.025	1	02/12/26 21:27	14797-55-8	

365.3 Phosph. Total Low Level

Analytical Method: EPA 365.3 Preparation Method: EPA 365.3 Pace Analytical Services - Ormond Beach

Phosphorus, Total (as P) LL	0.029	mg/L

0.0040	0.0028	1

02/13/26 18:05

02/15/26 20:12 7723-14-0

Date: 02/23/2026 03:29 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 5 of 21

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1167625
SM 2520B Modified

Analysis Method: Analysis Description:

SM 2520B Modified Salinity Conductivity

Laboratory:	Pace Analytical Services - South Florida
Associated Lab Samples:	35014821001

METHOD BLANK:  6393964
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Salinity	ppt	7.0 U	7.0

7.0

02/20/26 10:28

LABORATORY CONTROL SAMPLE:		6393965		
Spike		
LCS		
LCS		
% Rec		
Parameter		Units		Conc.		Result		% Rec		Limits	Qualifiers		
Salinity		ppt		35		34.4		98		 
90-110		
SAMPLE DUPLICATE:  6393966												

Parameter	Units

35014820001
Result

Dup Result

RPD

Max
RPD	Qualifiers

Salinity	ppt

7.0 U

7.0 U	5

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 02/23/2026 03:29 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 6 of 21

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1166903
SM 2540C

Analysis Method: Analysis Description:

SM 2540C
2540C Total Dissolved Solids

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6390648
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Total Dissolved Solids	mg/L	5.0 U	5.0

5.0

02/16/26 13:48

LABORATORY CONTROL SAMPLE:	6390649		
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
Total Dissolved Solids		mg/L		
300	322		107		90-110			
SAMPLE DUPLICATE:  6390650				
35015559001	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

Total Dissolved Solids	mg/L

291

272	7	10

SAMPLE DUPLICATE:

6390651

35015559003

Dup

Max

Parameter	Units

Result

Result

RPD

RPD	Qualifiers

Total Dissolved Solids	mg/L

330

314	5	10

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 02/23/2026 03:29 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 7 of 21

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1167252
SM 2540D

Analysis Method: Analysis Description:

SM 2540D
2540D Total Suspended Solids

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6391815
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Total Suspended Solids	mg/L	5.0 U	5.0

5.0

02/17/26 23:51

LABORATORY CONTROL SAMPLE:	6391816						
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
Total Suspended Solids		mg/L		
100	98.0		98		90-110			
SAMPLE DUPLICATE:  6391817				
35014882001	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

Total Suspended Solids	mg/L

7.5

7.0

7	10 PP

SAMPLE DUPLICATE:

6391818

35015156002

Dup

Max

Parameter	Units
Total Suspended Solids	mg/L

Result

5.0

Result

5.5

RPD

RPD	Qualifiers
10	10 PP

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 02/23/2026 03:29 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 8 of 21

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1166260
SM 5210B

Analysis Method: Analysis Description:

SM 5210B
5210B BOD, 5 day

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6387713
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

BOD, 5 day	mg/L	2.0 U	2.0

2.0

02/18/26 11:22

LABORATORY CONTROL SAMPLE:	6387715						
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
BOD, 5 day		mg/L		
198	201		101		84.6-115.4			
SAMPLE DUPLICATE:  6387716				
35014776005	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

BOD, 5 day	mg/L

354

370	5	20

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 02/23/2026 03:29 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 9 of 21

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1166741
EPA 300.0

Analysis Method: Analysis Description:

EPA 300.0
300.0 IC Anions

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6390383
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Chloride	mg/L	2.5 U	5.0

2.5

02/15/26 17:50

LABORATORY CONTROL SAMPLE:		6390384		
				Spike		LCS			LCS			% Rec		
Parameter		Units		Conc.		Result			% Rec			Limits	Qualifiers		
Chloride		mg/L		50			46.7			93		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:

6397583
MS

MSD

6397584

Parameter	Units

35015627024
Result

Spike Conc.

Spike Conc.

MS
Result

MSD
Result

MS
% Rec

MSD
% Rec

% Rec Limits

Max RPD  RPD

Qual

Chloride	mg/L

106

100

100

222	222

116

116

90-110

0	20 J(M1), L

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6397585
MS	
MSD	6397586		
20380878001	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Chloride	mg/L		41.4	50		50		96.6		96.7		110		111	90-110	0		 
20 J(M1)	

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1165931
EPA 350.1

Analysis Method: Analysis Description:

EPA 350.1
350.1 Ammonia

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6385725
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Nitrogen, Ammonia	mg/L	0.035 U	0.050

0.035

02/12/26 10:39

LABORATORY CONTROL SAMPLE:

6385726

Spike

LCS

LCS

% Rec

Parameter	Units
Nitrogen, Ammonia	mg/L

Conc.
1

Result

1.1

% Rec

Limits	Qualifiers
106	90-110

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6385728
MS	
MSD	6385727		
35014493002	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Ammonia	mg/L		0.035 U	1		1		1.0		1.0		101		102	90-110	1		20			

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6385729
MS	
MSD	6385730		
35014828002	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Ammonia	mg/L		0.21	1		1		1.2		1.2		104		103	90-110	0		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1168012
EPA 351.2

Analysis Method: Analysis Description:

EPA 351.2
351.2 TKN

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6396016
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Nitrogen, Kjeldahl, Total	mg/L	0.20 U	0.50

0.20

02/22/26 12:03

LABORATORY CONTROL SAMPLE:		6396017		
				Spike		LCS			LCS			% Rec		
Parameter		Units		Conc.		Result			% Rec			Limits	Qualifiers		
Nitrogen, Kjeldahl, Total		mg/L		20			19.8			99		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6396019
MS	
MSD	6396018						
35014736001	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Kjeldahl, Total	mg/L		1.3	20		20		20.5		20.1		96		94	90-110	2		20			

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6396021
MS	
MSD	6396020		
35014736003	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Kjeldahl, Total	mg/L		1.2	20		20		20.5		21.0		96		99	90-110	2		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1166194
EPA 353.2

Analysis Method: Analysis Description:

EPA 353.2
353.2 Nitrate + Nitrite, Unpres.

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6387296	Matrix: Water

Associated Lab Samples:	35014821001		

Parameter		
Units		Blank Result		Reporting Limit		
MDL		
Analyzed	Qualifiers	
Nitrogen, Nitrate		mg/L		0.025 U		0.050		0.025		 
02/12/26 20:43	

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

QUALITY CONTROL DATA

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

QC Batch:
QC Batch Method:

1166489
EPA 365.3

Analysis Method: Analysis Description:

EPA 365.3
365.3 Low Level Total Phosphorus

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35014821001

METHOD BLANK:  6389118
Associated Lab Samples:	35014821001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Phosphorus, Total (as P) LL	mg/L	0.0028 U	0.0040

0.0028

02/15/26 19:44

LABORATORY CONTROL SAMPLE:		6389119		
				Spike		LCS		LCS			% Rec		
Parameter		Units		Conc.		Result		% Rec			Limits	Qualifiers		
Phosphorus, Total (as P) LL		mg/L		0.1		0.092			92		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	6389121
MS	
MSD	6389120		
35015066013	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Phosphorus, Total (as P) LL	mg/L		0.047	0.1		0.1		0.15		0.15		100		100	80-120	0		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

QUALIFIERS

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:
Pace Project No.:

Sebastian Quarterly SW 35014821

DEFINITIONS

DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix. S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate
RPD - Relative Percent Difference NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute.

ANALYTE QUALIFIERS

I U
J(M1)

L PP

The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. Compound was analyzed for but not detected.
Estimated Value. Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS)
recovery.
Off-scale high. Actual value is known to be greater than value given.
The mass of dried residue obtained did not meet the test method requirements based on volume used.

QUALITY CONTROL DATA CROSS REFERENCE TABLE

Pace Analytical Services, LLC
8 East Tower Circle Ormond Beach, FL 32174
(386)672-5668

Project:

Pace Project No.:

Sebastian Quarterly SW 35014821

Lab ID	
Sample ID	
QC Batch Method	
QC Batch	
Analytical Method	Analytical Batch	
35014821001	510 BRIDGE					
35014821001	510 BRIDGE	SM 2520B Modified	1167625			
35014821001	510 BRIDGE	SM 2540C	1166903			
35014821001	510 BRIDGE	SM 2540D	1167252			
35014821001	510 BRIDGE	SM 5210B	1166260	SM 5210B	1167596	
35014821001	510 BRIDGE	EPA 300.0	1166741			
35014821001	510 BRIDGE	EPA 350.1	1165931			
35014821001	510 BRIDGE	EPA 351.2	1168012	EPA 351.2	1168654	
35014821001	510 BRIDGE	EPA 353.2	1166194			
35014821001	510 BRIDGE	EPA 365.3	1166489	EPA 365.3	1166690	

(Pace··

Pace• Location Request� (City/State}:
Pace Analytical Ormond Beach	CHAIN-OF-CUSTODY Analytical Request Document
8 East Tower Circle, Ormond Beach, Fl 32174	Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields

-�[!i�'l',.

I_AB use ONLy. Atfla Wor1tot�tfL.ogln Label Here
WO#:35014821	--	.I.

G.Qrr,�n'(Name:	Sebastian WCD
Slrat Address:	P.O. Box 690336 Vero Beach, FL 32969

Coo,a,:iJRop<><l To:  John Lang
Phone It:	(772) 562-9176

ffi.

IIIIIII111111111111111	I

Cu;:to""'r Project 11:

Pn:,Jec:-t Name:	Sebastian Quarterly SW

E-M•U:	administration@sjid.com
CcE--M11ul;
ln\·otet To: lnvoiu E-Mail:

l!i'	35014821

Specify Container Size••

I
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••container Size: (11 ll, (2l 500ml. (3) 250ml, (4)
125ml, (S) 100ml, (6) 40ml vial, (7) EnCore, (81

1	3	1	3	4

Tenaeme.-. (9l Other

Srti!! Collection Info/Facility ID (as applicable):

Purchase Order# (if
polfcab\o),

(lbote 1#:

fdl!fnt1fv Container Preservative Type•••
1	3	1	1	1
Analysis Requested

••• Preservative Types; (1) None, (21 HNO3, (3) H.2�(4) HCI, (5) NaOH, {6t Zn Acetate, (7)
NaHSO4, (8) Sod Thiosulfate, (9) Ascorbic Add, (10)
MeOH, (11) Other

Till!e. Zone Collected: I ]AK	I ] PT	I ]MT	I ]CT	[ X] ET	County/ State origin of sample(s):	Florida

ProJ,Mgr:

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Data Deli'vll!rabfc-�	Resu!atory Program (OW, RCRA, etc las applicable:

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Rush [Pre-approval required):

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Camerct1Meynardie	-c

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Field Filtered (if applicable): ( ] Yes  [ ] No
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Matrix Codes (Insert m Matrix box below) Drinking Water (DW), Ground Water (GW), Waste Water {WW), Product (P), Soil/Solid {SS), Oil {OL), Wipe (WP), Tissue (TS). Bioassav (B), Vapor (V),
Othtt (OT), Suriace Water (SW),Sediment (SEO), Sludge (SL), Caulk

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>

Sample Comment	0-

510 BRIDGE

SW	Grab

Datt_

Time

Cat,
7 J\::U,

Time
IIS3

Plastic  Glas<

5

Ill	z	�	z
1	1	1	1

rJ')

1

customer Remarks/ Special Conditions/ Possible Hazards:

�

Collectod By:

,.J \MA

''	u/1--bJ

Printed Name:	�
Signature:
- f /1. A

Additional Instructions from PacefJ:

�is:	Thermometer ID:	(Ofrection Fact.or rQ.	Obs. Temp (9()	Corrected Temp t·c)
-	\

Page 17 of 21

r-	A 1 IA

·�''7,r;,''n,itt,,,,, p,n,;[SiSi�n uro) /

\.,o��	-:;f:r,!Z/	ltL-h	j �b;:p:y:tS[i�ltr•,oc(.t  ��	;«��( 0	k��OC"

r,.d..ln1N'ull'lbc-n

�

1,.1.,�	l	,t2.,......_C---�-	-	17 -\ 1-7 .(

r '"°..,,,.,...,n',f(Slp�,,n,f•)/.	•

�,.. �,\

o.i,(TI.,,.,....-	[�
.

::,�	by/comp�n-y�LS1g:natu"l'lll vlf'vt.,	l (/C710f.J	a;:;«;;'/I I1�t.	l(Qv	DelrYtred by: I ] In- Person  I }Courier

tv q-Jr«,fd by{COf""�t'I\:. l.$Jc'nilh.lrt"I

)	O-al�/liiT\.t�

RK1!.wd hy/ComJMay: ts!cn,.�ureJ

D•1o1'nml/: I, L •

[ ] FedEX  I l UPS  I J Other

Relinquished by/Company: i:Q£:11:11t1.1tt:}	�te/Tim-t�

Received by/Company: fS11n1.11tur,it)

O11rc::�;

Page:

1	of	1

Page 46

Submitting a sample via this chain of C1Jstody constitutes acknowledgment and acceptance of the Pace" Terms and Con.dltion.s,found at htt'ps://W\Y\Y.p?ce1ab.s.con,/re10uroe-llb:rary/re�ource/pace,.lerms-and<0ndi.rions/	ENV-FRM-CORQ-0019_v01_082123®

Project# Project Manager:

Date and Initials of Pl'lrson: ,-0/ '2•/t -t �

n eceipt Form rmond Beach

Sample Condition Upon Receiot Fn,,.. ""''' •�·

l,lQ#:35014821

Du• Oat•: 02/23/26

Examining contents:   �_-;;;1;.., 7_	

Client:
Thermometer Used: f., 4 � I

PM: CEM
CLIENT: SEBWCD

Date 

Verifying pH:	 �.d..,....-	/....	 _

Initials: 	\[_, _M_I  _

State of Origin:   ,-- 	 _

Cooler  #1   Temp."C�(Vlsual)

0 For WV projects, all containers verified to :5:6 °C
-t D ._15 (Correction Factor) 'c  {  J	(Actual)

□Samples collected sameday, on ice cooling has begun

Cooler#2 Temp.°C	 (Visual)		(Correction Factor)	 (Actual) Cooler#3 Temp.°C	(Visual)		(Correction Factor)	 (Actual) Cooler#4 Temp.'C	(Visual)	 (Correction Factor)	(Actual) Cooler#S Temp.°C	 (Visual)	(Cor�ctl n Factor)	 (Actual) Cooler#& Temp.'C	(Visual)	 {Corre· ion Factor)	(Actual)
Recheck for 00T 'C	(Visual)	(Co ectlon Factor)	(Actual)

□Samples collected sameday, on ice cooling has begun
□Samples collected sameday, on ice cooling has begun
□Samples collected sameday, on ice cooling has begun
□Samples collected sameday, on ice cooling has begun
□Samples collected sameday, on ice cooling has begun
Time: 	 _	Initials: 	 _

Courier: □Fed Ex □UPS □USPS □Client □Commercial □Pace	□Other:		
Shipping Method: □Standard Overnight □First Overnight □Priority Overnight □Ground □International Priority		

Tracking#

Samples shorted to lab:

e.s,complete the following)

Shorted Date	"C-'-14--l,=-
Bollie Quantlt / T  e:

Custody Seal Present: □Yes O	Seal properly placo/nd intact: □Yes □No Packing Material: □Bubb! Wrap □Bubble Bags CJefone	□Other:

� �. ;

1

Shorted Time: �\�    -..J	

 !Present: Cil'Yes □No I Filled Qui.: ld'fes □No ON/A I Sampler Name;.Qfes □No ON/A	
Chain of Custody: I	afe's□	I	GJfu □	I	□
Relinquished To Pace:	No ON/A  Sampling Djlte(s):	No ON/A  Sampling Tlme(s): ia<es  No ON/A	
Samples Arrived within Hold Time	O'fu	□No.,  ON/A	Comments	
Rush Turnaround Requested on COC	□Yes  �	ON/A	Commems	
Sufflcienl Volume.	�v	□No	ON/A	Comments·	.	
Correc, Containers Used	
�VONo	ON/A	Comments	
Containers Intact.	G%v- □No	ON/A	Comments:	
Sample Labels Match COC (Sample ID, Date/Time of Collection).	�es	□No	□-NIA	Comments:	

All containers needing acid I base preservation have been checked.

All containers needing preservation are found to be in compliance with EPA recommendation:
Eacept<ons; Vials. M,crob,otogy, O&G, PFAS	rafes	□No	ON/A

�	□No	ON/A	Preservation Information	
		
Preservative:

Lot/ Trace:

Amount added (mL): 		
Date:	
			
Time:	
				
			Initials:	
Headspace in Volatile Vials? ( >6mm):	□Yes	□No	dNw		
Trip Blank Present:	□Yes	□No	E'1NIA		

/	,.

-
Comments I Resolutions (use back for additional comments):		

Reviewed by:  ·""_,_\ _S.;;..._(

_

Page 47

Page 18 of 21

Qualtrax uocumenl 1LJ: J3/8o	Page 1 of 1

	Document Name:
Field Sampling Log	Date Revised:
March 27, 2019	
	Document Number:
F-FL-C-022 rev.01	Issuing Authority:
Pace Florida Quality Office	

Arrived On Site Date:

FIELD SAMPLING LOG
 2/11/2026	 Time: 11:30	 Departed Site

Date:  2/11/2026	 Time: 12:15	

Sampler's Signature		 Sampler's Name:  Jim Norton	
CLIENT NAME:	 Sebastian WCD	 PROJECT NAME: Quarterly SW	
CLIENT CONTACT:		 SITE CONTACT: 	
Personnel on Site:		
SITE Location:	 Sebastian, FL	
Ambient Conditions:	 Mild / Partly Sunny / Light Breeze	
Brief Description of Field Activities:  Collection of SW grab samples	
Field Equipment Used: Dip stick	

Decon Procedures:

Yes	X No	If Yes , Please Describe:		

Field Filtering:	Yes	X No	If Yes , Please Describe:		
Sample Matrix:	DW	GW	WW	SU	STW	SO	SE	ML	X Other:  SW	
Physical Characteristics of Sample:		

Sampling Method:

GRAB

COMPOSITE

Grab/Composite

For Composite Sampling; Document Sampling Procedure for Collecting a Representative Sample:

	QC Blanks		Precleaned EQB		Field Cleaned EQB		
								
	Field Blanks		Trip Blanks		QC Samples	Duplicate		Replicate Samples	
Split Samples (explain): 	

Sampling Location	Time	Parameters	Appearance	Odor	pH	Temp·C	Cond	DO	Turb	

510 Bridge	
11:53	BOD,NH3,TKN,TP,TSS,
NO3,Cl,Salinity,TDS			
8.11	
17.8	
1892.0	96.4%
9.10mg	
3.88	

										

										

										
Composite Sampling
Compositor Set-up/Location	Date	Time	Time/Flow	Flow Rate	#Samples/Hour	
						
Compositor Breakdown	Date	Time	Hours Sampled			
						
Drive Time to Site:			Drive time back to Lab			

Other Notation's or Anomalies: 	

Page 130 of 200	Book Number

Page 48

Page 19 of 21

ϯϲϭϬ WĂƌŬ ĞŶƚƌĂů ůǀĚ E͕ WŽŵƉĂŶŽ ĞĂĐŚ͕ &> ϯϯϬϲϰ	Document Name
Field Sampling Calibration Log	Date Revised
September 19, 2018	
	Document Number
F-FL-C-027 rev 01	Issuing Authority
Pace Florida Quality Office	

Field Calibration log
Client:	Multiple	Location/Site:	Multiple	Proũect Name:	Multiple	Date:	2ͬϭϭͬ2026	
Sampling Technician/Company	Jim Norton / Pace Analytical	Pre Sample Time	8:00	Post Sample Time	16:00	

Meter ID:	Dissolved Oxygen:	21K103780	pH:	21K103780	ORP:	NA	Other:	
	Specific Conductance:	21K103780	Turbidity:	21059D000071	Temperature:	21K103780	Other:	

Parameter	Calib. Std Lot η	Calib.Std
 xp.Date	Calib. Std True Value	Pre Calib. Reading	Calibration Reading	
Time	Qualifier
Pass(P) Fail(F)	
ICV	
Time	Qualifier
Pass(P) Fail(F)	
CCV	
Time	Qualifier
Pass(P) Fail(F)	
Dissolved Oxygen (mg/L)		N/A	N/A mg/L @	7.92	7.91	8:00	N/A	9.44	10:00	N/A	8.31	16:00	N/A	
Temperature (ȗC)	N/A	N/A	N/A ȗC	27.90	27.80	8:00	N/A	23.10	10:00	N/A	24.90	16:00	N/A	
% Dissolved Oxygen	N/A	N/A	N/A	101.0%	100.7%	8:00	P	98.5%	10:00	P	100.4%	16:00	P	
pH (Units)	460243	7/31/2027	7.00	7.06	7.02	8:04	P							
pH (Units)	460241	7/31/2027	4.01	3.94	4.00	8:06	P							
pH (Units)	460240	7/31/2027	10.00	10.03	10.02	8:08	P							
pH (Units)	460242	7/31/2027	6.00					6.02	8:10	P	6.05	16:02	P	
Specific Conductance (umhos)	460236	1/31/2027	1413	1414	1413	8:02	P							
Specific Conductance (umhos)	460238	1/31/2027	100											
Specific Conductance (umhos)	460237	1/31/2027	10000					9817	8:13	P	9815	16:05	P	
Specific Conductance (umhos)	460239	1/31/2027	50000											
Turbidity (NTU)	A5323	2/28/2027	20	20.3	19.8	8:01	P							
Turbidity (NTU)	A5317	2/28/2027	100	103.0	102.0	8:02	P							
Turbidity (NTU)	A5318	2/28/2027	800	801.0	801.0	8:03	P							
Turbidity (NTU)	A5317	2/28/2027	10					9.99	8:04	P	10.50	16:01	P	
Other: ORP														
Other: Chlorine Meter														
Other: Chlorine Meter														

JS

J6 E R

͊

The data are questionable because of improper lab or field protocols
(e.g. composite sample was collected instead of a grab sample)
The field calib. Verification did not meet calib. Acceptance criteria. Indicates that extra samples were taken at composite stations.
Significant rain in the past 48 hours. (Significant rain involves rain in excess of 1/2 inch within the past 48 hurs) This code shall be used when the rainfall might contribute to a lower than normal value.
Data deviate from historically established concentration ranges.

Data Qualifier Codes

Acceptance Criteria:	
DO ± 0.3 mg/L	
Specific Conductance ± 5%	
pH ± 0.2 pH Units	
Temperature ± 0.2 C	
Turbidity	0.1-10 NTU: ± 10%
11-40 NTU: ± 8%
41-100 NTU: ± 6.5%
>100: ± 5%	
Residual Chlorine: ± 10% of
primary standard value-color comparator	

Maintenance & Notes

Reviewed By:		
Date:	2/11/2026	

Note: If a Calibration was completed on a previous day(s), that page # will recorded in the measurement field as "P#"

Specific Conductance Probe Cleaned?	No	Wkly pH Slope		

	
Dissolved Oxygen Membrane Changed?	No

Page 48 of 200
Page 49

Page 20 of 21

u1.,1t_1me: l:NV-IMl'-UHIH-UU.urn11u 11dvtnLug
Effective Date: 7/26/2024
LOGBOOK NUMBER: 4765
Field Sampling Mileage and Travel Time

Date or

Mileage

Drive Time

Mileage

Drive Time

Sampling

to site

to Site

Tlmeon

from Site fromSite to

Comments about Site or Travel (Person

-	Client Name	event

from Lab

from lab

Site

to lab

Lab

Contacted on-site)

1�<'UL

�\l�

•
"111'11. ,.,...-	,

-�HiL

0\.

4h t.()

7'h

l�()

�eeo11t..

2 �	�\�M \,\J,-Jr\	'):l\�7h L.f.5

1.n

7 ,<j;_	Ln

Cvno<!:' CM

3							

4					

I		

5										

I		

6												

7							

I					

8												

9												

10												
11	.

12
Notes:

You Will also need to put your Mileage and Drive time to and from the site as If you were only doing1 sampling for the day. Time will be entered In15 Minute lncrlments
If you are writing anythingIn the Comments section of the logand you use up the space provided next to the client name. Please
reference the line number In the notes section above. If you have questions please let your Supervisor know and they will assist In anyway they can.
-

Qualtrax ID: 300188	Pace• Analytical Services, LLC	Page 51 of 102

Page 50

Page 21 of 21
CamScanner

Sebastian River Improvement District

Financial Report For May 2026

SEBASTIAN RIVER IMPROVEMENT DISTRICT MONTHLY FINANCIAL REPORT
MAY 2026

REVENUES	
Annual Budget
10/1/25 - 9/30/26	

Actual May-26	Year To Date Actual
10/1/25 - 5/31/26	
NAV Assessments	307,394	0	288,213	
R-O-W Use Fees	25,515	0	0	
Permit Fees	5,000	3,000	3,000	
Other Revenue	0	0	0	
Interest Income	9,000	0	28,148	
Total Revenues	$	346,909	$	3,000	$	319,361	
				
EXPENDITURES				
Legal	25,000	0	6,448	
District Administrative	30,000	2,500	20,000	
Operations Manager	21,000	1,750	14,000	
Operations Manager - Payroll Taxes	1,607	134	1,071	
Engineering - General	80,000	0	13,034	
Engineering - Permit	5,000	0	0	
Engineering - Other	10,000	3,446	29,305	
Accounting/Audit	5,500	0	0	
Insurance	14,000	0	10,773	
Website Management	2,000	167	1,333	
Dues & Subscriptions	3,000	0	175	
Legal Advertisements	1,400	0	171	
Miscellaneous	3,896	368	3,190	
Water Quality Analytical Service	5,000	730	2,012	
R-O-W Maintenance (Includes Canal Maintenance & Bank Mowing)	130,000	0	0	
Miscellaneous Maintenance	2,500	0	0	
				
Total Expenditures	$	339,903	$	9,095	$	101,512	
				
Revenues Less Expenditures	$	7,006	$	(6,095)	$	217,849	
				
County Appraiser & Tax Collector Fee	(6,169)	0	(2,350)	
Discounts For Early Payments	(12,337)	0	(11,256)	
				
Excess/ (Shortfall)	$	(11,500)	$	(6,095)	$	204,243	
				
Carryover From Prior Year	11,500	0	0	
				
Net Excess/ (Shortfall)	$	-	$	(6,095)	$	204,243	

Bank Balance As Of 5/31/26	$	1,989,067.58	
Accounts Payable As Of 5/31/26	$	10,948.20	
Other Current Liabilities As Of 5/31/26	$	80,582.33	
Accounts Receivable As Of 5/31/26	$	28,280.00	
Available Funds As Of 5/31/26	$	1,925,817.05	

SEBASTIAN RIVER IMPROVEMENT DISTRICT TAX COLLECTIONS 2025-2026

#	

ID#	

PAYMENT FROM	

DATE	

FOR	

Tax Collect Receipts	

Interest Received	

Commissions Paid	

Discount	

Net From Tax Collector	O & M Assessment Income (Before Discounts & Fee)	O & M Assessment Income (After Discounts & Fee)	
									$307,394.00	$307,394.00	$307,394.00	
									$289,403.00	$289,403.00	$289,403.00	
1		Paid to Indian River County Property Appraiser	10/01/25	Fees			$	(850.00)		$	(850.00)		$	(850.00)	
2	1	Indian River County Tax Collector	11/07/25	NAV Taxes	$	1,893.09		$	(36.24)	$	(81.27)	$	1,775.58	$	1,893.09	$	1,775.58	
3	2	Indian River County Tax Collector	11/14/25	NAV Taxes	$	24,928.40		$	(478.62)	$	(997.19)	$	23,452.59	$	24,928.40	$	23,452.59	
4	3	Indian River County Tax Collector	11/21/25	NAV Taxes	$	11,604.60		$	(222.82)	$	(464.23)	$	10,917.55	$	11,604.60	$	10,917.55	
5	4	Indian River County Tax Collector	11/26/25	NAV Taxes	$	29,809.70		$	(423.98)	$	(1,192.45)	$	28,193.27	$	29,809.70	$	28,193.27	
6	5	Indian River County Tax Collector	12/05/25	NAV Taxes	$	79,175.30		$	(338.34)	$	(3,167.15)	$	75,669.81	$	79,175.30	$	75,669.81	
7	6	Indian River County Tax Collector	12/12/25	NAV Taxes	$	124,017.46			$	(4,959.01)	$	119,058.45	$	124,017.46	$	119,058.45	
8	7	Indian River County Tax Collector	12/19/25	NAV Taxes	$	7,272.52			$	(214.78)	$	7,057.74	$	7,272.52	$	7,057.74	
9	8	Indian River County Tax Collector	12/31/25	NAV Taxes	$	1,229.47			$	(36.87)	$	1,192.60	$	1,229.47	$	1,192.60	
10	9	Indian River County Tax Collector	01/16/26	NAV Taxes	$	1,821.10			$	(54.64)	$	1,766.46	$	1,821.10	$	1,766.46	
11	10	Indian River County Tax Collector	01/30/26	NAV Taxes	$	2,277.20			$	(46.30)	$	2,230.90	$	2,277.20	$	2,230.90	
12	Int - 1	Indian River County Tax Collector	01/30/26	Interest		$	92.08			$	92.08	$	92.08	$	92.08	
13	11	Indian River County Tax Collector	02/13/26	NAV Taxes	$	1,013.10			$	(20.22)	$	992.88	$	1,013.10	$	992.88	
14	12	Indian River County Tax Collector	02/27/26	NAV Taxes	$	921.00			$	(10.14)	$	910.86	$	921.00	$	910.86	
15	13	Indian River County Tax Collector	03/13/26	NAV Taxes	$	614.00			$	(6.15)	$	607.85	$	614.00	$	607.85	
16	14	Indian River County Tax Collector	03/27/26	NAV Taxes	$	1,544.45			$	(5.22)	$	1,539.23	$	1,544.45	$	1,539.23	
17									$	-			
18									$	-			
19									$	-			
20									$	-			
21									$	-			
22									$	-			
23									$	-			
24									$	-			
25									$	-			
26									$	-			
27									$	-			
					$	288,121.39	$	92.08	$	(2,350.00)	$  (11,255.62)	$	274,607.85	$	288,213.47	$	274,607.85	

Note: Top line are 2025/2026 budgeted assessments before discounts and fees. Bottom line are 2025/2026 budgeted assessments after discounts and fees.

Tax Collections	$	288,121.39		
93.73%	$	92.08	$	274,607.85	
	$	(288,213.47)	$  (274,607.85)	
	$	-	$	-