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Home My WebLink AboutD.O.H. PAPPERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SCANNED BY St. Lucie Count, CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Caleb Holden PROPERTY ADDRESS: TBD Tree Top Trl Fort Pierce, FL 34951 LOT: BLOCK: SUBDIVISION: PERMIT 4:56-SF-1994435 APPLICATION #:AP1436047 DATE PAID: FEE PAID: RECEIPT #: 17ocUMENT #: PR1265647 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 1418-214-0015-000-1 [OR TAR ID NUMBER] SYSTEM MOST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 ERE #Pumps [ ] D [ 375 ] SQUARE FEE'. R [ ] SQUARE FEE' A TYPE SYSTEM: [ ] I CONFIGURATION: [X] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM N/A SYSTEM STANDARD [ ] FILLED [X] MOUND TRENCH [ ] BED [ ] set 3/8" IR. elevation 20.98 I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D 0 T H E R [ 8.00 1 [1 INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT [ 2.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 9pd• SPECIFICATIONS BY: Brian J IngrVa TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J Ing am DATE ISSUED: 10/08/2019 EXPIRATION DATE: 04/08/2021 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1436047 SE1214608 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. ,.", 1&e; St. Lucie County Health Department MMM 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56-SF-1994435 BILL Doc#:56-BID-4428642 CONSTRUCTION APPLICATION#: AP1436047 RECEIVED FROM: Dave Golden Homes AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 26748 PAYMENT DATE: 10/01/2019 MAIL TO: Caleb Holden FACILITY NAME: _ PROPERTY LOCATION: TBD Tree Top TO Fort Pierce, FL 34951 Lot: Block: Property ID: 1418-214-0015-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 -1 - Well Construction 1 $ 115.00 RECEIVED BY: WhiohamJL AUDIT CONTROL NO. 56-PID-4164640 E STATE OF FLORIDA DEPARTMENT OF HEALTH _j ONSITE SEWAGE THE-ATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: EX New System [ ] Existing System [ ] Repair [ y] Abandonment APPLICANT: %SAL /„ /70 L-06A) AGENT: MAILING ADDRESS: PERMIT NO. DATE PAID: FEE PAID: (/iLOG •� RECEIPT #: f ] Holding Tank [ I Temporary [ ] Innovative [ I i/ CYj) V-,S yNG TELEPHONE:��L Z/GS Y�J TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT_ TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION p /� LOT: BLOCK: SUBDIVISION: S �Yr/)L PLATTED: PROPERTY ID a: �� Z� ] 00 S�Ve J-CONING: J)64 I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: J,C'V ACRES WATER SUPPLY: E�rI PRIVATE PUBLIC [ ]<=2000GPD [ 3>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y I/� N )] DISTANCE TO SEWER: FT PROPERTY ADDRESS: ''j%L/�f I �%� 1 %LrI iL J --- --- :/r l A1.._-1 j-n ✓..:_�n,.I /%.:/ i./,,7 /1.4.%/Lac /,IzW,- BUILDING INFORMATION fry RESIDENTIAL [ I COLMMRCLAL Unit Type Of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1 Chapter 64E-6, FAC 1 2 4 Yin:+Vub:iKl Other (Sneci£y) / DATE: // DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Caleb Holden CONTRACTOR / AGENT: r)nve r nldan HnmaS LOT: BLOCK: SUBDIVISION: ID#:1418-214-0015-000-1 APPLICATION # AP1436047 PERMIT # 56-SF-1994435 DocUMENT # SE1214608 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 1.02 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1529.99 GALLONS PER DAY [ 1500 GPD/ACRE j OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Set 3/8"IR. elevation 20.98 ELEVATION OF PROPOSED SYSTEM SITE 8.00 [ INCHES / FT ] C ABOVE / BENCHMARX/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 40 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 25 FT POTABLE WATER LINES: 85 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: enTT. DRnRTT.R TNFORMATTON STTF. 1 [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1 OYR 5/1 Fine Sand 0 To 9 10YR 52 Fine Sand 9 To 26 10YR 6/1 Fine Sand 17 To 26 10YR 3/3 Sand 26 To 31 1 OYR 4/2 Sand 31 To 39 10YR 5/4 Sand 39 To 44 10YR7/2 Sand 44 To 72 USDA SOIL SERIES:La=wood sand Munsell #/Color Texture Depth 1 OYR 5/1 Fine Sand 0 To 9 10YR 52 Fine Sand 9 To 31 10YR 6/1 Fine Sand 19 To 31 1 OYR 4/3 Sand 31 To 40 1 OYR 5/4 Sand 40 To 47 1OYR 72 Sand 47 To 72 OBSERVED WATER TABLE: 41.00 INCHES [ ABOVE / FELowl ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 18 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [XI TRENCH [ ] BED [ ] OTHER (SPECIFY) r- REMARKS/ADDITIONAL CRITERIA IT determined using USDA WSS and soil borings. 1611 stripping in I OYR512 matrix >10% with diffuse boundaries starting at 17' in SB1. 8" below SM. S62 7" below BM. /1 _ SITE EVALUATED BY: Ingram, Brian (Title: Da 4015, 08/09 (Obsoletes previous editions which ronmental Specialist 11) (ENVIRONMENTAL HEALTH) not be used) Incorporated: 64E-6.001, PAC INCHES DATE: 10107/2019 Page 3 of 4 AP1436047 E101994435 v 1.0.2 Property Card Page 1 of 1 5lfl JF—I t clg35 01—Z'�?77 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: TREE TOP Parcel ID: 1418-214-0015- Account 9: 7971 SectTown/Range: TRL 000-1 18/34S/40E Map ID: 14/I8N Zoning: AR -I Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Caleb Jordan Holden 18 34 40 N 1/2 OF NW 1/4 OF SE 1/4 OF NE 1/4 OF NW AnnaMarie Hayes 1/4-LESS W 30 FT- (1.16 AC) 201 Rosewood DR Fort Pierce, FL 34947 Current Values Historical Values 3-year Just/Market: $36,400 Assessed: $31,097 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $31,097 2019 $36,400 $31,097 $0 $31,097 2018 $30,400 $28,270 $0 $28,270 2017 $25,700 $25,700 $0 $25,700 Sale History Date Book/Page Sale Code Deed Grantor Price 09-27-2019 4327 / 2865 0001 WD Clapon-Tagui Georgeta $60,000 10-15-2004 2086 / 1400 XX00 WD Derby Ronald E $60,000 07-19-2004 2024 / 0051 XX00 WD BFF Investment Corp $38,800 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas ' Finished/UnderAir 0 (SF): + Gross Sketched Area 0 • (SF): _ Land Size (acres): 1.16 Land Size (SF): 50,530 Total Building Count: 1 Type Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. ittps://www.paslc.org/RECard/ 10/8/2019 w PV, Custom Soil Resource Report St. Lucie County, Florida 21—Lawnwood and Myakka sands Map Unit Setting National map unit symbol: ljpvg Elevation: 20 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Lawnwood and similar soils: 40 percent Myakka and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Lawnwood Setting Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 26 inches: sand Bh1 - 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Natural drainage class., Poorly drained Runoff class., High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequencyofponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 10 Custom Soil Resource Report Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 27 inches: sand Bh - 27 to 38 inches: sand C - 38 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: AID Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating. No Minor Components Ankona Percent of map unit: 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No Electra Percent of map unit., 7 percent Landform: Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 11 Custom Soil Resource Report Waveland Percent of map unit: 6. percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 12 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL ❑Southwest ❑ Northwest 'PLEASE FILL OUTALL APPLICABLE RM DS (mates Required Fields Where Applicable) ❑St Johns River *Nr South Florida Tk-WO mu isMP0=1WWo,ry rer1na []Suwannee River tNsfarmcad fa,wa &Vthepeanirgapliratlonmthe op�m,Pnaredehgatedaurhorltyufie2appGrubh: ❑ DEP ❑ Delegated Authority (If Applicable) & Caleb Drive Ft Pierce. FI No. Unique sCAi, .. Rv -ifb County Stipulations Required (See Attached) Quad No, Delineation No. UP Apoiicetion No. -mill Location • Address, Road Name or Number, City 3.1418-214-0016-000-1 'Parcel ID No. (PIN) or Alternate Key (Circle One) Lot Block Unit 4.18 34S 40E St Lucie Check if62-5240 YesO No *Section or Land Grant 'Township 'Range `County Subdivision 5. James. Paul Tyson 11352 954 818 4269 downthehole@attnet 'Water Well Contractor -J `Lnm Number 'Telephone Number E-m38 Address e. PO BOX 881496 Port St. Lucie FI 34988 . 'Water Weil[Contractor's Address City state ZIP 7, *Type of Work: 2] Construction ❑ Repair Q Modfication0 Abandonment 8:`Number of Proposed Wells 1 •Reasanfor, Repair, Mo,dycalie(r, OrPbaadNi t 9. *Specify Intended Use(s) of Well(s):. e ✓ Domestic Landscape Irrigation • Agricultural Irrigation ❑ Site Investigations Bottled Water Supply g Recreaflan Area. Irrigation H Livestock ❑ Monitoring PublioNlater Sup* (Limited'UseIDOH) E] Nursery irrigation Test PubticWater Supply (Community or NonCommumty/DEP)® CommerciaVlndustrfal Earfh.Coupled Geothermal OCT 8 2019 ass GlI Injection Golf Course Irrigation HVAC Supply ' HVAC Return ;lass V Injection: 11 Recharge El Commerciallindushial Disposal ❑ Aquifer Storage and RecoveryDrainage OH In St Lucie C00 temediatlamEl Recovery0 Air Sparge El other (D"cnbe) I-1 other (o-crbo 10.10istance from Septic system if 5 2D011. + 11. Facility Despriptlon eSl entz 12 Esiimated Slart Date 13.`Estimated Wall Depth 120 . fL `Es5mah d Casvhg.Depth 100 g, Primary casing Diameter 2 in. Open Hole: From =To 14. Estimated Screen interval: From 100 To 120 g, 15.`Pdmary Casing Material: Black Steel Galvanized. Stainless Steel Not Cased Other. 16, Secondary Casing: Telescope Casing Liner SurfaceCasing Diameter In. 17. Secondary Casing Material: Blaok Steel Galvanized PVC Stainless Steel Other 18.•Meuwd of Construction. Repair, or Abandonment Auger Cable Toot Jetted - SoNc Combination (Two or More Methods) Hand Driven pea Point sand Point) Hydreuge Point'(OlrectPush) Horizontal Drilling Plugged by Approved Method Other (cesamei 19. Proposed Grouting Interval'for the Primary, Secondary, and A �w9: From o To e5 Seal Material ( Bentanite Other 1 From To Seal Material ( Bentonite Neat Cement Other I From To Seal Mafedal ( Bentonite Neat Cement Other I From To Seal Material ( Bentonite Neat Cement Other I 20. Indicate total number of existing wells on site 0 Ust number of existing unused wells on site 0 21. Is this viell or any axis 4ti'�rl� wall or water VAth��rrrddd�ww�a��i..An the owner's contiguous propecovered under a ConsumptNefWater Use Permit (OUPNWP) or CUPNW P Appgcation7 Yes Ifyes, complete the following: Crty NWP No. DistrictWa ID No. 22. Latitude Longitude ' 23. Data Obtained From: GPS Contractor 11352 'License Ala: Datum 83 WGS 84 Approval Grarded By - - ' Issue OR ErgsGation Date q1jj&Z. HydmmgistAppmral Fea Received § xenm Recript No. Check No. THIS PERMIT IS NOT VAUD UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURINGALL CONSTRUCTION, REPAIR, MODIFICATION. OR ABANDONMENTACTMTIES- 9 1� ii 17.68 �17-8T — — I c� 20,261 )j 18.43 x 19,99 21,20 PROPOSED DIRT DRIVE COVERED ENTRY PROPOSED DRAINFIELD 20.52 x +-350SQ FT Ln 88.9' 0 19,04 x 20.33 18' X 22' CONCRETE 20.5 x 46.7' N N PROPOSED W 1 STORY CBS 7 5' RESIDENCE 1 MINIMUM FFE = 23.0' J 302.27' SET 318 IR BENCHMARK cn ELEV = 20.98 in 5.0' 10.5 N o CA o 0O ' o 1 o SEPTIC p I 1 rn AREA O 25.0 I` - - -------'� 1 L_____________________J C FND 518" IRC 39.0' PSM 6330 1.2' EAST PROPOSED 1 0.6' NORTH GREEN AREA 29.3' 00 PROPOSE[ PROPOSED WATER LINE HAY COVERED PORCH 1418-214-0C VA CA Property Card Page 1 of 1 5q-)-9977 5J SF-199efg35 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser — All rights reserved. Property Identification Site Address: TREE TOP Parcel ID: 1418-214-0015- Account #: 7971 Sec/Town/Range: TRL 000-1 18/34S/40E Map ID: 14/18N Zoning: AR -I Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Caleb Jordan Holden 18 34 40 N 1/2 OF NW 1/4 OF SE 1/4 OF NE 114 OF NW AnnaMarie Hayes 1/4-LESS W 30 FT- (1.16 AC) 201 Rosewood DR Fort Pierce, FL 34947 Current Values Historical Values 3-year Just/Market: $36,400 Assessed: $31,097 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $31,097 2019 $36,400 $31,097 $0 $31,097 2018 $30,400 $28,270 $0 $28,270 2017 $25,700 $25,700 $0 $25,700 Sale History Date Book/Page Sale Code Deed Grantor 09-27-2019 4327/2865 0001 WD Clapon-TaguiGeorgeta 10-15-2004 2086 / 1400 XX00 WD Derby Ronald E 07-19-2004 2024 / 0051 XX00 WD BFF Investment Corp Primary Building Information / Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Year Built: N/A Frame: Grade: PrimaryWall: Story Height: No. Units: 0 Interior Data Bedrooms: 0 A/C %: 0% Electric: Full Baths: 0 Heated %: N/A"/o Heat Type: Half Baths: 0 Sprinkled %: 0% Heat Fuel: Type Price $60,000 $60,000 $38,800 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 1.16 Land Size (SF): 50,530 Total Building Count: 1 Special Features and Yard Items Qty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. ® Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. lttps://www.paslc.org/RECard/ 10/8/2019