PUBLIC COPY OF SENT REQUEST
Sent September 29, 2026. Personal sender email omitted. This is the request text, not an agency response.

To: prr@mypasco.net
Subject: New public records request [R01] ;  Mitras drainage, stormwater GIS and Kent Grove road flooding

Dear Records Custodian,

Please register this as a NEW public-records request and provide a new tracking number. My prior county requests 3862 and 3869 are closed. References to those requests, or to district request 46928, are background only; this is not a request to reopen an earlier case.

Please route to Public Works Stormwater and GIS.

This request concerns the Mitras Project at 12500 Hamlin Road, Spring Hill, FL 34610, parcel 05-25-18-0000-00100-0000. Cross-references are RZ-7901, REZONE-2025-00016, PDE26-7901, T&P-2025-00032, SSRA/SSRRA-2025-00084 and ALTSTD-2026-00044.

Closed request 3869 asked for map limits, basin location, developer identity and a time frame. This new request supplies location maps and those search parameters below.

For project correspondence, search January 1, 2024 through September 29, 2026, inclusive, using the parcel, address, case IDs and Mitras as alternative identifiers. Relevant parties include Mitras Family Extended LLC, Mitras Family Holdings LLC, JEN Tampa LLC, JP Land Holdings LLC, JEN Partners, Matt O’Brien, Clearview Land Design P.L. and Lincks & Associates. These are search terms, not a claim that all entities are the same developer. Include relevant attachments and retained business emails, messages and memoranda, whether sent to, received from or internally discussing these parties and this project. A record need not contain every search term.

1. Existing flood, drainage, watershed or stormwater studies held by the county covering the subject parcel or road crossings within search areas A and B. Provide the most recent applicable study and earlier versions still held that were used for the project or these crossings. Include supporting hydrologic/hydraulic model input and output files, terrain data, model version, calibration records, design-storm assumptions, off-site inflow, downstream tailwater and flood-storage calculations where retained.

2. Existing GIS layers, map exports and associated attribute tables for observed/historical flooding, low points or low-water road segments, road inundation and high-water marks within A and B. Include feature IDs, dates, source, vertical datum, elevations and depth/duration fields where recorded. This replaces the undefined phrase “mapped low-water road segments”; I seek existing mapped features within the attached limits, not a newly created low-water survey.

3. Existing official watershed and subbasin boundaries covering the parcel and the creek/drainage crossings in A and B, with basin names/IDs and links to applicable studies. Search Ryals Branch, Ryles Branch, Catfish Creek, Upper Pithlachascotee and Crystal-Pithlachascotee/HUC 03100207 as aliases. Do not limit the search to a name match. I do not possess a certified basin delineation; the attached parcel/corridor maps identify the location whose existing official delineation I seek. Include upstream/downstream model domains of those applicable studies, not unrelated records for the entire HUC.

4. Existing inventory, GIS, plans, as-builts, surveys, inspection reports and maintenance assignments for ditches, swales, pipes, culverts, crossings, stormwater ponds and drainage easements in A and B. Include asset dimensions, inverts, road low-point elevations and condition where recorded. Include records defining ownership, maintenance responsibility and the county’s right versus obligation to maintain pass-through drainage.

5. Project drainage submissions, existing/proposed-condition calculations, wetland/floodplain fill and compensating-storage records, discharge/outfall analysis, technical reviews, deficiency requests and responses held during the project correspondence period stated above, including attachments exchanged with the named project parties.

6. From January 1, 2016 through September 29, 2026, existing flood complaints, inspection/high-water records and storm-event reports indexed to A and B. Please provide an available index first if retrieving all underlying files would require substantial time; prioritize July 2021 and August–October 2024 records and identify the index coverage.

Attached Maps A and B define the search locations. Area A is the red subject parcel and cyan 1,000-foot buffer on the county context map. Area B is Kent Grove Drive from SR 52 north to Lussier Lane, including the traveled way, right-of-way and drainage structures within 100 feet of either right-of-way edge, plus 1,000 feet along each SR 52/Kent Grove intersection approach, turn lane and median opening. For other roads, include portions within Map A’s buffer or records expressly referencing the subject parcel and its drainage: Hamlin Road, Orange Drive, Vance Drive, Valencia Drive, Minneola Drive/Road, Satsuma Drive and Lussier Lane. These are records-search limits, not certified watershed boundaries. For basin records, please use the existing official delineation covering the parcel or crossings and the upstream/downstream extent of those same model domains.

Please provide existing nonexempt records electronically, in native format where retained and practical, including attachments and available metadata. I am not requesting a new study, opinion or analysis. Please acknowledge the request and identify the assigned custodian. If a portion needs clarification, identify that numbered item and the specific information needed, and please process the other identifiable items meanwhile. If another office holds an item, please route it or identify that custodian. Please provide an itemized estimate before any charge; I have not authorized paid work. Rolling production of readily available records is welcome. For any withheld material, please identify the legal basis and release the segregable portion. If no responsive records are located, please distinguish that result from a pending search, a referral or a request for clarification. Thank you,
Joe Maynard
[personal email omitted]