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HomeMy WebLinkAboutD O H PAPERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITr "WhGH TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND, FINAL APPROVAL APPLICANT, Raf8el,HQnriciuez &PLtd4troul #;A-IQ�W� PERMIT #,56-SF-1916507' D I OcEb"T #411388435. DAM PAM ZEE PAxb1--L1f6--00 xEcEIPT, #-.-�&PID-3843773 AGENT. 'Pace 2000. lba PROPERTY ADDRESS 15350 Navlon Dr --Port Saint Lucie, FL,.24987 :LOT.- 69 BLOCK: BY SUBDIVISION. Treasure Coast Alt Park fl5#: 4124-664t609-000-9 St, Lucie County CHECkED [Xf ITEMS .ARE 116T IN COMPLIANCE WITH STATUTE, OX-RUI0, AIM MOST, -BE CORRECTED.. TANK INSTALLATION SETBACKS Egli TANK SIZE, [1j.—f050:60 121, t, I E273 SURFACE WATER --78 +PT C 1 [023 TANK MATERIAL Polypropylene 3 [Tell DiLtakEd XT [OXI OUTLET DEVICE i i r291 PRIVATE'.WELLS 100 ST 1 1 [041 MULTZ-CHAMBERED, JL2LY N I C 11 E301 PUBLIC WELLS FT I 1- '[051 OUTLET FILTER. Polylok PL-68 C 1 E311 IRRIGATION WELLS —FT I LDQ LEGEND: 1, 70-143-f1OC4 2. C 1 [%?] POTABLE WATER 75 FT 1 .[071 WATERTIGHT' I E33j BUILDING FOUNDATIONS 8 FT 1 1081 LEVEL 1 3 [341 PROPERTY LINES 76 FT J 1 E091 UEPTE, TO LID I ]I t851 OTHER FT I ' >RAINFIELD INSTALLATION FILLED / MOUND SYSTEM j 7, El:oj ,AREA [1]' 504.. (21 SQFT I 1 190 DRAINFIELb Ccvm E 1'_ 1111 DISTRIBUTION BOX HEADER x .1 1 C311 SHOULDERS t 1121 NUMBER OF DRAINLINES 1. 6.00 2. 1 I, [36] SLOPES 1 [131 DRA=,INz SEPARATION I I - E-391 S . TABILIZATION -0311W020 I [14] DRAfftntz. sLbPg E 3 1151 •DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16j.ELEVATION' E ABOVE 11, BELOW IBM, 6tOO, I I [40] UNOBSTRUCTED AREA [1ij SYSTEM LOCATION- -E 1 (413, §TOR*9fi-=ZRi RUNOFF [181 DOSING #'UmPs f [421 ALARMS I j [191 AGGREGATE SIZE E 1 1431 MAINTENANCE AGREEMENT L 1 [201 AGGREGATE EXCESSIVE PINES 1 3 [441 BUILDING AREA I. 1 [221 AGGREGATE DEPTH C ] [45] LOCATION CONFORMS WITH SITE PLAN FIIJ, / EXCAVATION2,MTERIAL L J [461, 1- - [223 FILL AMOUNT E- I E471, CONTRACTOR Jeff Nelson (JEFFREY K NEL E 1 :[231 I= TEXTURE E ] E481 OTHER INFILTRATOR Quick4-EQ36 (Single c [ 1 (241..EXCAVATION DEPTH ABANDONMENT [ 1 [251 , AREA REPLACED I. 1 (491 TANK PUMPED r 7 [261 REPLACEMENT MATERIAL r I E503 TANK, CRUSHED & FILLED Comitants- Comuments, arson, page CONSTRUCTION E. St. Lucie CED DATE-!- 12/10/2019 .DISAPPROVED En-viroVonta[Spacfallst !;v9rard(ENVIRONMENTAL.HEALTH) rim SYSTEM I DISAPPROVED St. Lucie CHD DATE: 03/12/1020 EnvIrnrimentalSpeclanstH J Ingram (ENVIRONMENTAL HEALTH) [Explanation of Violations On follo*ing page), 7 IjH 4016, 08/09 (Obsolates all Previous editions which may not be used) Incorporated: 64E-6.003, PAC Pagje,'2 ot 3 . EHbatabasVv1.0.1 01392820 EID1916607 -0 STATE; OF PLO =.A I)SPAETM=7 =qp HE=H bUSITZ SEWAGE, TREATMENT ARD DISPOSAL SYSTEM CONSTRUCTION INSP9CT.IOX AM FINAL APPROVAL;, Ccirriffikil system Afftad*zxox #,AP1392820 56-SF-1 916507 DATE PIUM-0111,1kn1p. Wk PAX bedroom}, for a total estimated*90wof 400 $7j f6fe7, and 60 long TRENCH QF fusWile& No Violatiorist4ysurn yet, , ok to co Qoqtredornotified byphone. Needs final ctfort for mound system and.final site grading. inspected atconstructiorr, Inspection, DR 4016, ,08/99 (ObsoLletes all previous e"t6ions which may nob be awed) xncorpomtad, 64E-G'.003, FAq Page 2 of 3 EH - Database v 1AI APIM010 EIDISU507 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND SYSTEM MAR 12 49 PERMIT #: 56-SF-1 916507 APPLICATION #:AP1392820 LUde Counry, Perrmnting CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Rafael Henriquez PROPERTY ADDRESS: TBD Navion Dr Port Saint Lucie. FL 34987 DATE PAID: PAID: #:PR1201488 SCANNED BY St. Lucie Countv LOT: 99 BLOCK: SUBDIVISION':' Treasure Goast'Air Park PROPERTY ID #: 4224-501-0099-000-8 [SECTION",:'TONNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST 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 [ 1,050 ] 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 HRS #Pumps [ D [ 500 ] SQUARE FEET Drainfield new SYSTEM " R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED DO MOUND I CONFIGURATION: [X] TRENCH [ ] BED [ 1 _ N F LOCATION OF BENCHMARK: Site BM painted diamond in rd -, I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D O T H E R 0 [ 1 " [ 21.00 1 11 INCHES V- FT ] [ ABOVE POINT [ 11.001[ INCHES FT ][ABOVE HELOW BENCHMARK/REFERENCE POINT FILL REQUIRED: [28.001 INCHES EXCAVATION REQUIRED: [ 45.001 INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. a . SPECIFICATIONS BY: Brian J In TITLE: 1 S i 1' t II 47 Env ironmenta pea a a.s APPROVED BY: ✓w`-�TSTLE: Environmental Specialist II St. Lucie CHO Brian J Ingr DATE ISSUED: 02/05/2019 EXPIRATION DATE: 08/05/2020 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 AP13928210 SE1151222 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 fled within.30 days of rendition of the final order. i 1 St. Lucie County. Health Department R5710 5150 NW Milner DT",. Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMITa:56-SF-1916507 BILL DOC#:56-BID-4065780 CONSTRUCTION APPLICATION 9: AP1392820 RECEIVED FROM: Pace 2000, Inc AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 5573 PAYMENT DATE: 01/15/2019 MAIL TO: Rafael Henriquez FACILITY NAME: PROPERTY LOCATION: TBD Navion Dr Port Saint Lucie, FL 34987 99 Lot: Block: Property ID: 4224-501-0099-000-8 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -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 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3843773 -74-4a:3¢ n,e STATE OF FLORIDA - h+ DEPARTMENT OF HEALTH 4�1 ONSITE SEWAGE TREATMENT AND DISPOSAL - SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [/V New System [ ] Existing System [ ] Holding Tank C ] Repair C ] Abandonment [ ] Temporary APPLICANT:/, AGENT: A MAILING ADDRESS:x Weil 11o.5q-a-q11VI PERMIT C IIv"-7V 1 DATE PAID: FEE PAID: RECEIPT 4h [. ] Innovative TELEPHONE: TO BE COMPLETED HY 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 /1 LOT: BLOCK: n^-SUBDIpVISION:�eAs✓�e (: ��1�/('�� PLATTED: PROPERTY ID 4f: 4zZ� JVI •Q� {Q-(�O� ZONING:' I/M OR EQUIVALENT: [ Y / N ] R PERTY SIZE: .o ACRES WATER SUPPLY: [ PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0'065, FS? [ Y / N` ] DISTANCE TO SEWER: PROPERTY ADDRESS: �� 1 (ay 1 C) Y- - - -A--FT BUILDING INFORMATION [ k]-RESIDENTTAL [ ] CO1fiICRCIAL Unit Type of No Establishment .1 Fall 8 4 [ ] Floor,/] SIGNATURE: ✓` G�/,�iCr �� DE 4015, 06109 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC No. of Building Commercial/Ins titttional System Design Bedrooms Arneaa SSgft Table 1, Chapter 64E-6, FAC �- � er(Speci£y) ' DATE: -) ]f 111 q Page 1 of 4 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND.:DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Rafael Hendauez APPLICATION # AP1392820 PERMIT # 56-SF-1916507 DOCUMENT # SE1151222 CONTRACTOR / AGENT: Pace 2000, Inc - LOT: 99 BLOCK: SUBDIVISION: Treasure Coast Air Park ID#:4224-501=0099-000-8 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: 4.96 ACRES TOTAL ESTIMATED. SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 7440.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1600.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM painted Idiamond In rd ELEVATION OF PROPOSED 'SYSTEM SITE 21.00 [ ]:I4CHES / FT ) [ ABOVE / HELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SW4LES.w.-_100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT - PRIVATE: too FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY -LINES: 65 FTC POTABLE WATER LINES: 50 FT SITE SUBJECT TO FREQUENT FLOODING? [- ]YES _[;X INQ - 10 YEAR FLOODING? [ ]YES [X]N01 10 YEAR FLOOD ELEVATION FOR SITE: FT-[ MSL /�NGVD �] SITE ELEVATION: FT [ MSL / NGVD, SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE"INFORMATION SITE 2 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 1 OYR 4/2 - Sand O To 19 1 OYR 52 Sand 14 To 26. 7.5YR 4/2 Sand 26 To 30 7.5YR 4/2 Sandy Clay Loam 30 To 37 5YR 42 Sandy Clay Loam 37 To 42 10YR 6/1 Loamy Sand 42 To 58 HOLE CAVING Refusal 58 To 72 USDA SOIL SERIES:Wabasso Sand Munsell #/Color Texture Depth 1 OYR 4/1 - Sand 0 To 7 10YR 4/2 Sand 7 To 22 10YR 5/3 Sand 14 To 28 7.5YR 5/2 Sand 28 To 31 5YR 4/2 Sandy Clay Loam 31 To 45 1 OYR 6/1 Loamy Sand 45 To 52 HOLE CAVING Refusal 52 To 72 OBSERVED WATER TABLE: 19.00 INCHES [ ABOVE /:BEliOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: Ex ]YES [ ]NO -'; MOTTLING: [X]YES [ ]NO '.DEPTH DEPTH: 14.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 OF EXCAVATION: 45 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. t0YR512 stripping in 10YR4/2 matrix >10% with diffuse boundaries starting at 14" In SB1. SB1 and SB2 21"below BM. /7 SITE EVALUATED BY: / I DATE: 01/21/2019 Ingram, Brian (Title: Ironmental Specialist-10 (ENVIRONMENTAL HEALTH) DH 4015, 00/09 (Obsoletes previousaditiona whio y not be used) Incorporated: 64E-6.001, £AC Page 3 of 4 AP1392820 EID1916507 v 1.0.2 rttfi Ug yj� �� T\ STA E OE mORIDA PERMIT �k.5� 111(p5o % pl ': DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM \y,.•t SITE EVALUATION AND SYSTEM SPECIFICATIONS L j 'i r + 1PPLICANT: �c[.p 11(t_. C` j t s LWT 1 f � L'-r rL _)�Z. -n ,�1.,,,�'lGpENT:�� ,I, V-Lt 2/0w , G- BLOCK_ �� SUBDIVISION:' 4 d V"'u' a0As ?ROPERTY ID 4f : 4 2241 -NbA - 00clq _(Sin Section/Township/Parcel No. or Tax ID Number ] :O BE COMPLETED'BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS NST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ?ROPERTY SIZE CONFORMS TO SITE PLAN: M YES [ ] NO NET USABLE AREA AVAILABLE: S^ 96 ACRES TOTAL ESTIMATED SEWAGE FLOW: �P7� GALLONS PER DAY. 1RESIDENCES-TABLEI/OTHER-TABLE2 ] 1,UTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] JNOBSTRUCTED AREA AVAILABLE: 47b SQFT UNOBSTRUCTED AREA REQUIRED: 00 "yS�QFT 3ENCHMARK/REFERENCE POINT LOCATION: OI7D £ .'/ �, — 5 -e- I �" ✓ ',LEVATION OF PROPOSED SYSTEM SITE IS . [INCkIES/FT ] ABOVE BELOW C�I RK/ FC O CHE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE•,.PROPOSED SYSTEM.TO THE FOLLOWING FEATURES SURFACE Tra.TER:y-FT DITCHES/SWALES:_44 FT NO Y WET? [ ] YES ] NO SELLS: PUBLIC: O O FT LIMITED USE: IL?Q FT .; PRIVATE: 7FT NON -POTABLE: FT 3UILDIIQG FOUNDATIONS: a0 FT PROPERTY LINES:' O Q FT POTABLE WATER LINES: FT 3ITE SUBJECT TO FREQUENT FLOODING: LO YEAR FLOOD ELEVATION FOR SITE: SOIL 1 [ ] YES vli NO FT MSL/NGVD TEXTURE DEPTH TO TO TO TO TO TO TO USDA SOIL SERIES: 10' itAR FLOODING? [ ] YES [ ] NO SITE ELEVATION: FT MSL/NGVD USDA SOIL SERIES: 11VLY Jl TEXTURE TO. Tn av Tn TO TO TO OBSERVED WATER TABLE:-- ,t— INCHES (ABOVE/BELOW] �EXISTLNG GRADE_ TYPE:[PERCHED/APPARENT ] 'sSTIMATED WET SEASON WATER. TABLE ELEVATION: �� "INCHES [:ABOVE/rBELOW ] EXISTING GRADE iIGH WATER TABLE VEGETATION: [ ] YES [j(] NO MOTTLING: [ ]:.YES KIj NO DEPTH: INCISES 3OIL.TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES 3RAINFIELD CONFIGURATION: [ ] TRENCH.,,. [ ] D jI OTHER�SP 2EMARKS%ADDITIONAL CRITERIA: /J 3ITE EVALUATED 12704100 DR 4015, 12/11 (Obsoletes previoue editions which may not be used) IneorpofaLed: 64E-6.001, FAC Page 3 of 4 YJJ Y.: c r r(o5o7 ���y�� Y 1233 SE Port St. Lucie Blvd. Port St. Lucie, FL 349 PACE 2000, INC. 772-340-7223 Office 52 Wv .pace2000homeacom 772-340-7304 Fax FOUR GENERATIONS IN CONSTRUCTION INDUSTRY To whom it may concern: This letter of authorization is to inform you that the undersigned has consented and given Pace 2000, Inc. permission to pull all necessary permits on his/her behalf. OWNER: Rafael Esoinal " Legal description: Treasure Coast Airpark Lot 99 (4.96AC)(OR 4099-1 R72)' PROJECT ADDRESS: Treasure Coast A!rpark Navion Dr Port St Lucie Lot 99 Owner Signature: Owner Signal lm- Witness: Date: Property Card o 56 -Sr- . I91 �� 7 51- 29P-0 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: NAVION DR Parcel ID: 4224-501-0099- Account #: 125860 SeclTown/Range: 000-8 24/37S/38E Map ID: 42/23X Zoning: AG-5 Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Rafael S Espinal Henriquez TREASURE COAST AIRPARK LOT 99 (4.96 AC) (OR 4099- Esther T De Espinal 1872) 4760 Acadian TRL Coconut Creek, FL 33073-3386 Current Values Historical Values 3-year Just/Market: $100,100 Assessed: $100,100 Year Just/Market Assessed, - Exemptions Taxable Exemptions: $0 Taxable: $100,100 2018 $100,100 $100,100 $0 $100,100 2017 $100,800 $100,800 $0 $100,800 2016 $100,800 $100,800 $0 $100,800 Date 02-09-2018 01-15-2013 07-31-2002 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed _ Grantor 4099 / 1872 0001 WD Bredenbeck Kevin 3475/2033 0001 WD '. Simpson Larry 1563 / 1994 XX00 WD McCarty III Daniel T Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Price $92,500 $100,000 $60,000 Building Type: Effective Year: 2014 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas - Finished/Under Air (SF): Gross Area (SF): Land Size (acres): for ':'S7:? . ". Land Size (SF): Total Building Count: Special Features and Yard Items Type Qty - Units Year Bit 0 0 4.96 216,057.6 I This information is believed to be correct at this time but it is subject to change and is not warranted. ® Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. 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Z Stt`� S "t Custom Soil Resource Report St. Lucie County, Florida 37—Riviera sand, frequently ponded, 0 to 1 percent slopes Map Unit Setting National map unit symbol., 2tzwm Elevation: 0 to 70 feet Mean annual precipitation: 46 to 58 inches Mean annual air temperature: 68 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Riviera and similar soils: 85•percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Riviera ,. Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave Across -slope shape: Concave Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 0 inches: sand E - 0 to 22.inches: sand Btg/E - 22 to 31 inches: sandy loam Btg1 - 31 to 42 inches: sandy.loam. B1g2 - 42 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature:, More than 80 inches Natural drainage class: Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmifwater (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 to 6 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 4 percent 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: Moderate (about 6.7 inches) Interpretive groups , Land capability classfflcationflgr gated). None specified Land capability classification:(noni)rigated): 7w Hydrologic Soil Group: CID"; Forage suitability group: Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) 13 , , Custom Soil Resource Report Other vegetative classification: •Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Minor Components Chobee Percent of map unit: 5 percent,. r" Landform: Depressions on' marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave . Across -slope shape: Concave Ecological site: Freshwater Marshes and Ponds (R155XY010FL) Other vegetative classification:' Freshwater Marshes and Ponds (R155XY0I OFL) Hydric soil rating: Yes Wabasso Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, tall Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Malabar Percent of map unit. 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Conoave,.linear Across -slope shape: Concave, linear Ecological site: Slough (RI 55XY011FL) Other vegetative classification;:;South Florida Flatwoods (R155XY003FL) Hydric soil rating., Yes Hallandale Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, tall Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: Yes 48—Wabasso sand, 0'to 2 pe'reetlt slopes Map Unit Setting National map unit symbol: 2svyr Elevation: 0 to 70 feet " Mean annual precipitation: 46 to 55 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period., 355 to 365 days 14 Custom Soil Resource Report Farmland classification: Farmland.of unique importance Map Unit Composition' Wabasso and similar soils: 85 percent Minor components: 15 percent Estimates are based on obseiyatlons, descriptions, and transacts of the mapunit. Description of Wabasso Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand E- 6 to 25 inches. sand Bh - 25 to 30 inches: sand Btg - 30 to 58 inches: sandy clay.loam Cg - 58 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 9 to 50 inches to strongly contrasting textural stratification Natural drainage class: +Poorly drained Runoff class., Very 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 Frequency of pending: None Calcium carbonate, maximum in profile: 5 percent 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 1.4 inches) Interpretive groups Land capability classification (ibigpted): None specified Land capability classification (npnirrigated): 3w Hydrologic Soil Group: C/D" ,'t. > Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Other vegetative classification:; South Florida Flatwoods (R155XY003FL) Hydric soil rating: No . Minor Components Hallandale Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear 15 Custom Soil Resource Report Other vegetative classification: South Florida Flatwoods (RI55XY003FL) Hydric soil rating: Yes Boca Percent of map unit: 5 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, tall Down -slope shape: Linear, convex Across -slope shape: Linear, concave Ecological site: South Florida Flatwoods (RI55XY003FL) Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: Yes Pineda Percent of map unit.- 4 percent Landform: Drainageways on marine terraces, flats on marine terraces . Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear; Across -slope shape: Concave; linear Other vegetative classification:Slough (R155XY0IIFL) Hydric soil rating: Yes 16 +6 ate" , .:'M t t� i � 'i4 rth �a.. y=,y�+Yr,'l Rick Scott Mission: �r7.`.d 1�x"�_'_t Governor To protect, promote & improve the health ��''''''�� sof all tate, county community Floridanrough integrated ILE �OPhiiip, MD, MPH state, county ople n wmmunity efforts. � ��I �. Ff -d le su g n General and Secretary LT Vision: To bathe Healthiest State in the Nation Florida Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits SCANNED BY Effective July 24, 2017 St. Lucie County • Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie) prior to constructing or abandoning any well. a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email SLCDOH-WELLS(a-)-FLHEALTH.GOV b. Provide the following information: =RECEIVEDi. Permit number ii. Driller name III. Address iv. Date and time to begin construction/abandon A minimum of 24 hours' notice is required before constructing any public water supply wells. Please call our main office at 772-873-4931 and speak with Environmental Health Staff or provide notification by email to SLCDOH-WELLS(a)FLHEALTH.GOV • Submit revisions to permit and/or site map and associated fee within 48 hours of well construction or abandonment. Florida Department of Health St Lucie County • Division of Disease Control and Health Protection Bureau of Environmental Health 5150 NW Milner Drive Port St Lucie, FL 34983 PHONE: 772/873-4931 • FAX: 7721595-1306 FloridaHealth.gov IBM Accredited Health Department ElPublic Health Accreditation Board per,EST,r STATE OFFLORIDA PERMIT.APPLICATIONT000NSTRUCT, REPAIR, MODIFY, ORASgNDONA;WELL, ❑Southwest `: gB Cl Northwest ESL Johns River PLEASE FILL OUT ALL APPLICAABLE FIELDS (•Denotes RequlredFFlefds,6ereApplicable South Florida 7haworurwetlronhadarbrsyonybfa/ mnphtvg ' rhatarm anAtorxn p Gl• �oDDWESPeS� SuwannaeRiver �ad,e mnlrn Hmrranradu -- ❑DEP°PP�Wd°tedrhgaeilnirchodryw6ercarPPHmGIa O Delegated Authority (If Applicable) :t:*-56-sp - lq l plscn No. 59-29149 Unique to Sepulations Required (Sap Attached) No. Dallneatlon 'Parcel ID No. (PIN) or Allam 11 a Key 1:: 1 One) 99 4.24 37S. 38E 'St LUcie Lot Black Unit •Segtlon or Lentl Grant 'Townshlp •Range 'County Check If 62-b24:❑ Yea ❑✓ Na 5. Jamea'Paul Tyson 11352 y suodivlslar waterWepConbamar 854-816-9269. downthehole@att,net "Llcanae Number .Telephone Number E-mail Address B,PO BOX 881496 Port St. Lucie' •Water WaUContractor's.Adtlfess FI 34988 7- •TypeofWcrk; Q Construction Repair city 'State ZIP 8. 'Number of Proposed Wells 1 ❑ P ModlncaUon❑ Abandonment 8. 'Specify Intended Uses) at Wells) •aeason ro, aepan. M ✓ Domestic Landscape lmgapan dMoe EntOedWaterSupply Agricultural .B A98sttuklIrrigation B Site Investigations Pubric Water Supply'(Umlted Use/DOH)Monitoring Nursery Irrigation Test P.ubUcWaterSupply(Ctirnmun(tyorNon•CammuNtylDFp) CommerclaUlndusWalH 71RC%Wr;mTA1, 5 2019 Class I Wwxon. Earth -Coupled Geothermal Golf Course Ir(igabonHVAC Supply taA V mlecUon: Recharge ❑ R 9 HVAC Retur P ❑ CommarcilIndustrial Disposal Aquifer Storage and Recovery Dralnageurie Caul fern dle6om❑ Recovery❑ Air tSparge ❑Omer (acaoua) ]. Other (DeamLei . iron -4""'u rreuuepm 1_ uu. R, 'Estimated Casing Depth 90 ry, Estimated Screen mtervaL• From 90 To 100 iL 12. Estimated Start,Da�lr OpeoHole: From- To' I Pdroary Casing material: Slack -Steel Galvanized p Not Cased Other..StaiNess Steel IS, Secondary Casing: Telescope Casing Liner Surface.Ceaing Diameter. m, 17. Secondary Casing Material.- Black Steel Galvanized 19.°Method of Construction, Repair, cr,AbandonmenL• PVC Stainless Steel Omer Combination Auger Ceuta Tool Jetted t Sonic (Two or More Mempds) Hand Driven (Well Point Send PofnU Hydrau m Point (Direct Push) Horizontal' Drilling . Plugged by Approved Mamod 19. Pmposed;GroWng'Intervalfor me�:Primary, Seoondary;and Addl arm or loasrnEe). Frain a� To 65 - Seal Material ( bentoniie g rtlg Other 1 Fmn�To' Beal Material.( Sentanlle eatp Ms 'Omer t Flolrt—_TO Seel Material( Benloritle Neal Cement Other Front__ TO - Seal Material ( Benlonile Neat'Cement Other - 20. Indicate total number of existingwellsOn elte- - - - 27.•Is f�hl oxall or any exlsting.vreO Or water wandrri'x„n o,e m._..�_-List number of existing unused wells on site--"---_ ma+— v •r�=wu,p tmmwmg WPANUP No' qo ce,m 22 Latitude Longlwga Dcl WeU1D Nc 23 Data Oldstnetl From: ,Gpg Map a.e..SprVSY DaWm.- NAD 27 NAD 83 �WGS 84 aWwwrcxon.e,d lmwmmwe.mu�amwmmmrrm c: wm.:i °rrc I�Howl av�nrmm.mocrcn ann.nwm.m„ awal..m..m aevw m,.w.sm.lamr.m�ynauuwa�.m,�o+adu, narorbmmb.m+amWmetcwvmwn .. ,••w.mew.nw.uwrcan rwam amo<.:wmvwrcnl+mmrwwmPw..a tmPb�emnMnb��W O�m�n.xSpluLY. I,gnbgWartMl tludptNbG°.vui, OL A, Iderrntlmo-oMOMY.run tevAa,mepelaaraa Ma, d.p •+-•tSn�,E IP.nNhutlenifWu.ev5ta40.1W rtpm.parn4Wba roan, Ouv„m1aY,b 4,,MOalAtwlnWm.da1 ....�,.,...-p P�,ay,a�pm,ata' yamW.+UaWt.Mt OP.wW.Ld,MMM WuI�Kn .Y�m6[�PGaw¢'We106 NLD4DW L/ wm.a.pv,aowua.ubtilneN'!i stgnaNie or Conte" g1352 _ ` ` _ jUcanse No. 1. IL 'Sianatum OKOgyneraAe ApOroval Gloated By - ---- - luue Date Z- Exp�- Foe Remained s i - lmaonDateMYEmfaglstApprw Rersipl ND. Check No. THIS PERMITIS NOT VAUD UNTIL PROPERLY SIGNED BYM AUTHORIZED OFFICER OR REPRESENTATIVE DF nip held PERMITSHALLBEAVAILAae Ar Tueu,e (CUPNVUP) THE !I WIDE ABANDONED FARM DITCH (ALREADYFILLED IN ON EACH SIDE OF T. 100' RADIUS PROPOSED WELL HEAD Ann 19d COVERED 8.00 PORCH o SB 126.75' ?� 30.67 11.1 0 , WATER SB '�o� +0? SERVICE _ 1633 �' , PROPOSED" +07 m 1 STORY RES. 1600 S.F. AVAILABLE FOR t� FIN.FL.EL.= $MSTALL O.S.S.D. 3.4 •17 �U3.75' — 126.75' 9.3 SB 3.4 ' .83 m CONC. m" DRIVE L -40' - _ J 'A 21.33' 126.75' Se COVERED NTRY/, +°9 60 6� P + II IIm +0a 0 m 1 01 m I IQ Ln W'i LuLIT II P5 +°° III II II ANCHOR 6 0' WIDE PUBLIC UTILTY b EASEMENT — �� b P.P. 1 CA 8' 1NDE a °g / 0i� 0y SWALE 9h 09 °1 S C°27'39'W 9 31 .33 ,o° NO, BASE OF BEARINGS(PLAT) ,Ooo, TO 20 ASPH. 60' WIDE ROAD EASEMENT C 1A/ NI A \/I (1NI R n A Fl Prop ft Card �; SG-Sf ^1Rllo?a7 5% Z91If Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Page 1 of 1 Site Address: NAVION DR Parcel ID: 4224-501-0099- Account 4: 125860 Sec/Town/Range: 000-8 24/37S/38E Map ID: 42123X Zoning: AG-5 Use Type: 0000 Jurisdiction: Saint Lucie County ownership Legal Description Rafael S Espinal Henriquez TREASURE COAST AIRPARK LOT 99 (4.96 AC) (OR 4099- Esther T De Espinal 1872) 4760 Acadian TRL Coconut Creek, FL 33073-3386 Current Values Historical Values 3-year Just/Market: $100,100 Assessed: $100,100 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $100,100 2018 $100,100 $100,100 $0 $100,100 2017 $100,800 $100,800 $0 $100,800 2016 $100,800 $100,800 $0 $100,800 Date 02-09-2018 01-15-2013 07-31-2002 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 4099 / 1872 0001 WD Bredenbeck Kevin 3475 / 2033 0001 WD Simpson Larry 1563 / 1994 XX00 WD McCarty III Daniel T Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A°/u Heat Type: Sprinkled %: 0% Heat Fuel: Price $92,500 $100,000 $60,000 Building Type: Effective Year: 2014 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas F§ pf Finished/Under Air 0 h E: Ch (SF): ! J,, r t.Y1. r'.':71, _' Gross Area (SF): 0 toRJ . .i •._ .,' _ ! ! <''i ` !'`!7 ` j' Land Size (acres): 4'.96 z s Land Size (SF): 216,057.6 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt This information is believed to be correct at this time but it is subject to'change and is not warranted. © Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. ttps://Www.pasle.org/RECard/ 1/15/2019