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Home My WebLink AboutD O H PAPERWORK 2U;4J9�l;M2�:off •a• r-]y1 LOT: .00 R'efJ9_1 a.56-SF-1943R46 043/ ioeal moiamgs Ka tort balm LUCle, rL OgUO/ St. Lucie CountV BLOCK: PROPERTY ID #: 3210-111-0020-000-1 SUBDIVISION: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAR 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 T [ 900 ] GALLONS / GPD Septic new i 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 [ 375 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED Dc] MOUND I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Site BM, yellow capped IR, SE of house N I ELEVATION OF PROPOSED SYSTEM SITE [ 8.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 0.00 ][ INCHES FT ][ AEOVE BELOW] BENCHMARK/REFERENCE POINT L D O T H E R REQUIRED: 1 LO.UU] INCHES EXCAVA'11UN x Uulx u: L 1 system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Inqp5q TITLE: Environmental Specialist II APPROVED BY: •>sE•`nvironmeatal Specialist II St. Lucie CHD Brian J Ingr DATE ISSUED: 05/0 2019 EXPIRATION DATE: 11/06/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 A 14105e5 SE1174624 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. A'7` ifiwv f �3 �� '� o 131 HEALTH PAYING ON: RECEIVED FROM: PAYMENT FORM: MAIL TO: Evan Miller St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 s: 56-SF-1943846 BILL Doc s•56-BID-4150546 CONSTRUCTION APPLICATION #: AP1410585 Trefelner Construcion Inc. AMOUNT PAID: $ 515.00 CHECK 1791 PAYMENT DATE: 04/24/2019 FACILITY NAME: PROPERTY LOCATION: 5437 Ideal Holdings Rd Port Saint Lucie, FL 34987 Lot: Block: Property ID: 3210-111-0020-000-1 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-3911880 r STATE OF FLORIDA I DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: vuetl- n[o. 5a-9.gL(sl 'I PERMIT NO. DATE PAID: ^�//.. FEE PAID: ^, l `CA RECEIPT #: 0110 W New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Evan Miller AGENT: James Trefelner MAILING ADDRESS: 1760 Copenhaver Rd TELEPHONE: 772-201-9833 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 LOT: BLOCK: SUBDMSION: PLATTED: PROPERTY ID #: 3210-111-0020-000-1 ZONING: ag-5 I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 2.24 ACRES WATER SUPPLY: [,I] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 301.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5437 Ideal Holding Rd DIRECTIONS TO PROPERTY: see map BUILDING INFORMATION RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 residential 3 2118 2 3 4 [ ] Floor/Equipment Drains SIGNATURE: [ / ] Other (Specify) Garbage grinder/Disposal DATE: y iZ v v DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1410585 DEPARTMENT OF HEALTH PERMIT #.56-SF-1943846 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT #SE1174624 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Evan Miller CONTRACTOR / AGENT: Trefelner COnstrucion Inc. LOT: BLOCK: SUBDIVISION: ID#:3210-111-0020-000-1 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: 2.24 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 3359.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, yellow capped IR, SE of house ELEVATION OF PROPOSED SYSTEM SITE 8.00 [ INCHES / FT ] [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 85 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO) 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOTL PROPTLE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Pepper sand Munsell #/Color Texture Depth I OYR 62 Sand 0 To 26 10YR 5/8 CMN/PRM RF 16 To 25 10YR 513 Sand 26 To 39 1OYR 4/2 Loamy Sand 39 To 43 1 OYR 42 Sandy Clay Loam 43 To 49 N 5/ Sandy Clay Loam 49 To 72 USDA SOIL SERIES:Pepper sand Munsell #/Color Texture Depth 1 OYR 62 Sand 0 To 27 1 OYR 5/8 CMN/PRM RF 18 To 27 10YR 5/3 Sand 27 To 38 1 OYR 42 Loamy Sand 38 To 45 10YR 42 Sandy Clay Loam 45 To 53 N 5/ Sandy Clay Loam 53 To 72 OBSERVED WATER TABLE: 61.00 INCHES ( ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPAEENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE i HIGH WATER TABLE VEGETATION: [R ]YES [ ]NO MOTTLING: [R ]YES [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA [SB1 SWT determined using USDA WSS and soil borings. S Sandy Redox-10YR519 CMN PROM RF mottling in 10YR612 matrix >2% starting at 16" in SB1. 8" below BM. SB2 9" below -BM. SITE EVALUATED BY: Ingram, Brian (Title: E ronmental Speclalist II) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes previous editions which y not be used) Incorporated: 64e-6.001, FAC INCHES DATE: 04/30/2019 Page 3 of 4 AP1410685 EID1943846 v 1.0.2 APPLICANT'S I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, tilled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. does.fnrtny+s.ptiS.pliedPPpPagc'_01 CERTIFIED BY: L�%�i�'A`ff.G.7 f�1�7e FE FLORID PROS SS to 3013 DATE: Boa vo.: X3Cieco Saint Lucie County Property Appraiser <, Michelle Franklin CFA Report generated: Thursday, April 18, 2019 Parcel Report Parcel Parcel ID: 3210-111-0020-000-1 Property ID: 35143 Owner 1: Evan Miller Site Address:" 5437 IDEAL HOLDING RD Owner Owner 1: Evan Miller Owner 2: Owner 3: Mailing Address: 5500 Orange AVE Fort Pierce, FL 34947-1309 Legal Description Legal Description: 10 36 38 S 153.5 FT OF N 553.5 FT OF E 1/2 OF NE 1/4 OF NE 114-LESS W 15 FT- (DESC INCLUDES VAC BOYNTON RD RM/AS IN OR 2578-1201) (2.24 AC) Value History Just/Market Building Land SFYI Year Value Value Value Value 2018 $72,100 $11,200 $60,900 $0 2017 $61,800 $11,600 $50,200 $0 2016 $33,100 $10,700 $22,400 $0 Tax Links SLC Tax Collector's Office taxes for this Parcel Download TRIM notice for this Parcel Building Sketches Overview Primary Land Use: District Group: Subdivision: Just/Market Value: Finished Area: Acres: Total Area: 5�-sr,19g3e,(0 54i-�9`'51 0200 - Mob Homes 0001 - Saint Lucie County 0000000 $72,100 1,418 2.24 97,574.4 Assessed Exemption County Value Amount Taxable $40,051 $0 $40,051 $36,410 $0 $36,410 $33,100 $0 $33,100 Special Assessments Save Our Home OR 10% Cap Ag Differential Credit $32,049 $0 $25,390 $0 $0 $0 Start Description Year Units Amount North St. Lucie Water 2013 2.06 $33.99 Management District Custom Soil Resource Report St. Lucie County, Florida 31—Pepper and EauGallie sands Map Unit Setting National map unit symbol. 1jpvs 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 Eaugallie and similar soils: 45 percent Pepper and similar soils: 45 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Eaugallie Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 26 inches: sand Bh - 26 to 47 inches: sand Btg - 47 to 62 inches. sandy loam Cg - 62 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 low to high (0.06 to 1.98 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 waterstorage in profile: Moderate (about 7.2 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 10 Custom Soil Resource Report Description of Pepper Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0. to 6 inches: sand E - 6 to 23 inches: sand Bh1 - 23 to 33 inches: sand Bh2 - 33 to 57 inches: sand Btg - 57 to 80 inches: sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 16 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 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: Very low (about 1.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: D Forage suitability group: Sandy soils on flats of mesic or hydre lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Wabasso Percent of map unit. 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pineda Percent of map unit. 2 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes 11 Custom Soil Resource Report Nettles Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Tantile Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating., No Lawnwood Percent of map unit. 2 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Taif Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating. No 32—Pineda sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol. 2xl nb Elevation: 0 to 100 feet Mean annual precipitation: 47 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 355 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Pineda and similarsoils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Pineda Setting Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, tall Down -slope shape: Linear - Across -slope shape: Concave, linear Parent material., Sandy and loamy marine deposits 12 Custom Soil Resource Report Typical profile A - 0 to 5 inches: sand E - 5 to 19 inches: sand Bw - 19 to 35 inches: sand Btg/E - 35 to 38 inches., sandy loam Big - 38 to 60 inches: sandy loam Cg - 60 to 60 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches 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 3 to 18 inches Frequency of flooding: None Frequency of ponding: None 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: Low (about 4.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Othervegetativeclassification: Slough(R155XY011FL) Hydric soil rating. Yes _ Minor Components Malabar Percent of map unit. 6 percent Landform: — error in exists on — Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear, concave Across -slope shape: Linear, concave Ecological site: Slough (R155XY011 FL) Othervegetative classification: Slough (R155XY011FL) Hydric soil rating. Yes Wabasso Percent of map unit., 5 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 Valkaria Percent of map unit: 2 percent 13 Misslon; promote & Improve the health -�;,:*"Illt �a` K' .p� I 'Y` _e — on DeSantis ��To-protectGovernor of all people In Florida through integrated 'pII �~stale, county& communityeforts. �tEALTHMAY 3Vision; :nty,:PerMj To be the Healthiest State In the Naito sT. Lucie CouI Florida_ Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits Effective July 24, 2017 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 @FLHEALTH.GOV b. Provide the following information: i. Permit number ii. Driller name iii. Address iv. Date and time to begin construction/abandonment • 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-WELLSCa)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: 772/595-1306 FloridaHealth:gov InAccredited Health Department Public Health Accreditation Board STATE,OF FEORIDA PERMITAPPLICATIO)d TpNS . COTRUCT, Cl.O 5ls SF Iq�43si {t p REPAIR MODIFY,ORABANDONAWELL Pamlt'No 5929451 ❑SDU1hLYPS(. PLEASE FiLLOU'fALLAPP.6 ABLEREL05 F[egda t[BIGUB ID ' Q:N01'U7(NeSt ('Denotes Required FieidsVJhereApp icable) PemQtShpu_labons'RegWred (see Attached) �St Johns River 08outh Acinda •inevraterwan conuauorurespopa'We farcompfeWg - OSuwanneeRiver Nsfom andfowaNnglnape mTappMarfontote bZSz�.OeadNo, DelineationNo.. 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Granted 8' ` - `.o C .Issue Dat Eig�iratlan Da .l0 TQLD HydtoioglstAppnmal Fee ReceWed. - Receipt Na ' heck No THIS PERMRIS NO7:VALI0 UNi1L PROPERLYSIGNED BYANAIlrHORIZgD dPFICER ORREPRESENiA7JVEOFTHEWM➢OR DEI:EGATEDAUTHORITY THE PERMITSHALL BEAVAILABLEATTHEWELLSREDURINGALt.C➢NS'rRUGT10N REPAIR M➢➢rFfcAngA� oRAaAN➢aNINENTl1C77Vf ATE DEP Fenn.6253290p(1) InaorporeladN 82S924Ofl(7)i FAC,EIfacWe Oate OUOLior72,Q10; .a. b -— — ,05 " —nas24,11 x21, ;"— , 22,1 — 2149 598.72' 24, DPDSED 22,00 F1VD 4x4` I I INV i+n ELD L r Lm SBO 54 .•.•• F�jGS�:[I.WCE �i. 9• P POSED NOM I I 22,r' Il�•r-0 O G AREA o �21.85 Ds.o=l 22, 20,18 I I I _, G LEcrRlcsEx c�� 58- INV I I I o m 22,0 PR POSED \ x 32.0' 6 1. 9 4 o 21,85 Is YCBs \ x 22.26 I' r 22,6 21, 8 Res ENGS i. � �v�IUM =24a- N ,SEEDETAIL 22,23 W 22,`. $4 , 22,06 35.W 2 ,163s 8' o srLL _75.0' WELL 22, 4 — _ 21, 0 \ GATE VALVE \ DOG PEN WA'MLEVE N 8R050'07" W x 21.6 9 598 PARCEL ID 321QIII-0036.000.6 OCCUPIED I STORYCBS RESIDENCE FIE= 22.9' S 89023'59" E DATE N 22,5 — � 22,24 omia? \ \ INV I I I 22,6 x � CHMARg FND I" I l l ELEV. = 22.3r 8' I� x 21,96 NOm PUMP -- HOUSE 2 .87 ��/j� 1 — 75.0' &WELL V — — 22,03 2 .49 21,94 2 0 x 22,93 0 \ /F -I o � a i L� 22,7 22,5 22,64 Prnperty:,Card Page 1 of 1 Michelle Franklin, CFA --Saint Lucie County Property Appraiser -- All rights reserved. Property Identification • Site.Address:54371DEAL Parcel ID:3210-111-0020- Account #: 35143 SectTown/Range: HOLDING RD 000-1 10/36S/38E Map ID: 52/09X Zoning; AG-5 Use Type: 0200 Jurisdiction: Saint Lucie County Ownership Legal Description Evan Miller 10.3638 S 153.5FT OF 553.5 FT'OF'E 1/2 OF NE' 1/4 OF 5500 Orange AVE 'NE 1/4=LESS W 15 FT- (DESC INCLUDES VAC'BOYNTON Fort Pierce, FL 34947 RD R/W AS IN OR 2578-1201) (2,24 AC) Current Values Historical Values 37year Just/Market: $72,100 Assessed: $40,051 Year Just/Market Assessed .Exemptions Taxable Exemptions:. $0 Taxable: $40,051 2018 $72,100 $40,051 $0 ,$40,051 2017 $61,800 $36,410 $0 '$36,410 2016 933,100 933,j00 $0 $A100 Sale History .Date Book/Page Sale Code Deed Grantor Price 07-19-2018' 4163 / 2225 0001. WD Snowden Richard W $85,000 03-17-2004 1951/0174 XX00 WD Pittenger Rick J $85,000 09-N4996 1W8/11931 XX01. QC Pittenger Rick J $100 Primary Building Information Finished Area of this building: 1,418 SF Gross Sketched Area: 1,620 SF E:tteriorData View: Roof Cover: Roof Structure: Building Type:MHL Year Built: 1981 Frame: Grade; MANH Effective Year: 1981 Primary Wall: Story Height: 1 Story No. Units: 1 Secondary;Wall: interior,Data. Bedrooms: 0 A/C "/u: 100% Electric: Primary Int Wall: Full.Baths:.0 Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/F1oor: 0 Half Baths: 0 Sprinkled %: N/A% Heat Fuel: ELEC Primary Floors: x� .xeu F✓.✓cl i�tl'K�#,jt(��CI �"Y4,: Ma}„4". Total Areas Finished/Under Air 1,418 (SF); Gross. Sketched Area 1,620 (SF): 'Land Size (acres): 2.24 Land Size (SF): 97,574.4 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit All information is believed to be correct at this time, but subject -to change and is provided without any warranty. V Copyright 2019Saint Lucie County Property Appraiser. All rights reserved. tps://Daslc-dev.ore/RECard/ V 4/24/2019