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HomeMy WebLinkAboutHealth Department paperworkSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Georae & Helen Stefanakis PROPERTY ADDRESS: TBD S Indian River Dr Fort Pierce, FL 34981 LOT BLOCK: PROPERTY ID #: 2436-324-0003-000-1 SUBDIVISION: PERMIT #:56 -SF -2031320 APPLICATION #:AP1462612 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1301520 [SECTION, TOWNSHIP, 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 [ 900 ] GALLONS / GPD SeaticNew 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: [x] STANDARD [ ] FILLED [] MOUND I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange paint spot on NE corner of south neighboring DW at road (house addressed 4531) I ELEVATION OF PROPOSED SYSTEM SITE [ 15.00][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 15.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ J 1NUhhr :i The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. SPECIFICATIONS BY: Hunter A Collier TITLE: Environmental Specialist I APPROVED BY: TITLE: Environmental Specialist I Hunt r A Collier DATE ISSUED: 02/04/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHD EXPIRATION DATE: 08/04/2021 v 1.1.4 AP1462612 SE1250963 Page 1 of 3 2�)� 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. STATe OF FLORIDA PERMIT APP ICATION `i'O CONSTRUCT, REPAIR, MODIFY, OR ANANDON A WILL Southwest PLEASE ILL OUT ALL APPLICABLE FIELDS •. Northwest (*Deno es Required Fields Where Applicable) "St. Johns River y South Florida Thelvntrr:rNcnnfm[tn•areapnnrWehvrnplpletinq th:t Ivrrtr et and for.:.rd,rq t)m. perm,t ag�lreorion ra Ihr 'Suwannee River pvru{,:iol:del;xrieu.l:dhurtVxireirup+;fiwLie F1 DEP F? Delegated Authority (If App{icabl ) 5�-f�ic Nf7 5to -SC= r Permit No. 5910230 Florida Unique 10__ Permit Stipulations Required (See Attacned) Quad No. - Delineation No, CUP,WUP Application No 1. George Stattanakla _ 797 SW Hlhboro ChW, Port mgt Lucia; FL 34053 054-200--093 *Owner, Legal Name if Corporation *Address *City `State *ZIP Telephone Number 2.._ _ _ _ $ Indian River Drive,. Fort Pwco FL "Nell Location - Address, Road Narne or Number, City _ 3. 2438-324-0003400-1 _ Lot Block Unit `Parcel ID No. (PIN) or Alternate Key (Code One) 4.36 _358 400 _ St LUC!@ _ Check if 6M24 f l Yes [j No 'Section or Land Grant *Tovmship `Range 'County Subdivision &.6utris wiliii'lo, li'tc. 112 3 772.480.0117 aCOhdrillitlg.aballsouth.rtat Telephone Number E-mail Address _ r ''Water VJell Contractor "Licenseumber 6.6014 Palm drive Pat Plorce _ FL _ 34032 City State ZIP T Water Well Contractors Address 7. *Type of Work: 0 Comtrucdton Q Pepair L Mod ficationo Abandonment 8. 'Number of Proposed Wells . ONE. __ —` = r•: �« �+ I r r Im p:- 9. *Speafy intended Use(s) of Well(s), i/ DOM4 tib Le idgi>ape irrigation Baffled Ba led Water Supply Ll R@creatloti Area Ifrigatfon F-1 Agricultural Irrig9tlon Site InvestigationsVA Z- Livestock Moititdring _- Public Water supply (L-imlt@d lyse100H) r1 Q Nursery Irrigetion Test FEB 4 2020 Pilgllc Water Supply (Cdfnntuiiity of Ndri=CumhiuhI1y/DE Class I Injectinn ) Comtiiprcial/Iriduetflel Earth -Coupled G@othemtal H Golf Course Irrigation HVAC Supply H Class V Injection: [] Recharge 0 Coniniercial/lnduslri - HVAC Return.._. F OH In St Lucie Coun I Disposal Q Agdifer Storagd and Recovery F l Drainagf IRONMENTAL HEA d ediatioh: Recovery Air 5pafge Other _--_- - Official Use Only - --. •• O ier tDescraw * 10,*Di ante from Septic System if 9 200 ft. 11. Fa aGty Desaiptiongln�dmIIY 12. Estimated Stmt Date 'etimated Well Depth 120 .ft. "Estimated Caging Dep h ft. Pfiniafy Casing Diameter - 4 in. Open Hole. From --To ft, 14. Estimated Screen Interval. From .100 . To ft. , 1.5.'Prnnary Casing Material Black Steel Galy nized r/ PVC Stainless Steel Not Cased Other 16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter in. 17. Secondary Casing Material: Black Steel Galvan zed PVC Stainless Steel Other.. . 18.Wethod of Construction, Repair, or Abandonment: A tiger Cable Tool Jetted ¢ Rotary Sonic Combination (Two or More Methods) Hanc Driven (Well Point. Sand Point) Hydraulic Point (Direct Push) Horizontal Drilling Plugged by Approved Ade hod Other ICes:r.be1 19. Proposed Grouting Interval for the Primary. Secondary. and Additional Casing: From 0 To - 108 - . Seat Material ( Bentonite tr Neat Cement Other ) From ..... To ._._._.__ _ Seal Material( Elentonite Neat Cement Other From To Seal Material ( Berilonite Neat Cement Other j From_— To Seal Material ( Bentonite Neat Cement Other ) 20. Indicate total number of existing wells on site List number of existing unused wells on site 21.*Is this well or any existing well or water withdrawal on the owner's contiguous propertyy covered under a Consumptive/Water Use Permit (CUP/WUP) or CUPAAJUP Application Yes we No If yes, complete: the following: CVWUP No. District Well iD No. 22. Latitude _ _ Longitude _ 23. Data Obtained From: GPS Map Survey Datum NAD 27 NAD 83 WIGS 84 I hocebl oeroN mat I wJ <amphf ro0 V;e a,xf:aNe nae; d T:V <3 Flubs Fc'mm:.lrs4+e Ccdr a ¢a pxml m rAe.a! redrarpe Iwrmel. d nredad has lean m vd u< oh!¢erad lulu to wnrmc•rcen auaaw. I s;ra.. teat, Out 4 mlp k' A•.4, I :d lhel a N:11K i nerely mat 1 am RIe e.+ner of trm{noP<nY 5+at dm mlurmn&w tx r�ded m cur:Ae and f:ot I a,n .warn or ng rt d. N+E r.aFms:b3Een r,nder Ghap:er 373. Flu:da SWWirw, to mw,farr a paputy.>bandor� V.n wet, a, 1111tH, a,al I ani Fro,rd<d n nQpkcnl�.r: r. ac�u;:.;e .,-d n:ct .r ncc .tory pqucrN trem oA.er,edani. etala er foca, p>vrrrl.Ma�lti..I 1 :. I, - ;:3V ct:r'n tie open! br ihE :Hiner :hat 1t:e mfmmaocn ixovlded is accul a.e. and'J»I I kava inFarned tl,r wKter al k,t+. 3V der aIle: mrw{e'ian ofd- ahiurNu rwurd by AYt pe•md a the i»m>+ axpnVar, rh<: r: • - lu he re0 '.te H,.p cns~�uc,ron. rep". raodficaIIw rn abandomnmr awheozed by Via paint. __._._.,._ ature of Contft?Ofor 'License NO. 'Signature of Owner ar All 'Date Approval Granted By Issue Uate 2 2l� Expiration Date Z Hydrologist Approval _ Fee Received S. __. _ ReceiptNo. -_ .- CheckNo.._........ . THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AU HORIZED OFFICER OR REPRESENTATIVE OF THE VvMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION REPAIR. MODIFICATION, OR ABANDONM€NT ACTIVITIES. cnec`uve 11.11 v,cm r i.lvI vag, 1 at J n� uu D H St. Lucie County Health Department -0r -a 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56 -SF -2031320 BILL DOC #:56 -BID -4527560 CONSTRUCTION APPLICATION #: AP1462612 RECEIVED FROM: George & Helen Stefanakis AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 7320 PAYMENT DATE: 01/17/2020 MAIL TO: George & Helen Stefanakis FACILITY NAME: PROPERTY LOCATION: TBD S Indian River Dr Fort Pierce, FL 34981 Lot: Block: Property ID: 2436-324-0003-000-1 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: MontanezNM AUDIT CONTROL NO. 56 -PID -4267473 Well 00 . Sot -'300L PTAT9 OF FLORIDA PARNTT NO.% -SF- 313x0 PEPARTMgNT OF fiEAWN PATE PAi@f _ QNSTTE 99 JAGS TREATMENT ANP PIPP0@AL VEE PAI@i t SYSTP.Ml RECEIPT ##t APPLICATION ?QR CONSTRUCTION PERMIT APPLICATION FOR i t✓l N@w 9Y®�@m t I E*i9@ifig t � �@�@�€ t � A�@��en►tt@$� t � �@[nae€a�� t � APPI�TOh�ITt & e-0 6.) F STe- Ir- R�JAK,s/ Itr-t-EtJ ST6FAA)09K)s ACP14T f TELEPRONs :115 y - a q'o 14AILTN9 APARE995' Lu- H(L-1-sborop eiR- _ 206 ST. -LVCiE, F�Ugg5:3 TO @J E@b!PLETE@ BY APPLT@ANT 9.4 APVLMANT19 AWWRIZE@ AQ911T, 9YOTEt49 NVOT At 0N9TRUMb By A P@R9@N LT@EN@ED P08VANT TO 4@@,1@9(3) (ml OR 4996@@A, FLORIDA 9TAPUTE9, IT T9 THE APPLICANT'@ REOPON@T@TLTTY TO VROVTEE @O@9N9D!TATTON OV THE DATE THE 14T WA9 PANATE9 OR PLATTED (PSSIPDIYY) IP RE90E9TTN@ =NDERATTON OF 9TATUTORY @AMPFATBER VROWNIMa, APA@PERTY INFQRAN-TfQN ACTe bbOvai 9vi4@TVT9TOvl PLATTED - PROPERTY IO 4! 32�L 0 00 3 - OOD - �ONTN3t — _ / OR EQUIVALENT', t Y ,ii PROPERTY 9TEEiy, _ AVA99 WATER 99PPhYi t ✓l PRIVATE PUBLIC t l8=299@6P@ t 1X2999@PD TO SEWER AVATLA@LE A@ PER J9I,9@051 M t Y/N I @19TAN@'E TO 9NWERi .YT PROPERTY APPRE9si iV�k DIRECTION TO PROPNRTYi tgIT PIN@ TNV9A ATT®N t Raa_TAENTTA t # cgr RST @lli a 3 fi�I@NATES _4 N._. r -- -- __ DATE� / I'7 3�-a Nil 40I9, 99!93 (QL@eie9@@ ar@%*jeP® @ditTong whj@N may a@b L0 @@@d) Ill@@ra@ra9@d 649=9,991, F -AQ Vag@ i eI 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: George & Helen Stefanakis CONTRACTOR / AGENT: LOT: BLOCK: SUBDIVISION: ID# : 2436-324-0003-000-1 APPLICATION # AP14626'12 PERMIT # 56 -SF -2031320 DOCUMENT # SF1250963 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: 0.65 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 975.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orange pall ELEVATION OF PROPOSED SYSTEM SITE 15.00 [ spot on NE corner of south neighboring DW at road (house address INCHES]/ FT ] [[;MOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100+ FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 90 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 13 FT POTABLE WATER LINES: 75 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: Sr1TT. PRAFTT.F. TN7r1RMATTON CTTF. 1 [ ]YES [X NO 10 YEAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 2 T7CT1L C(1TT. CF.RTF.0 • P=nl = c-1 USDA SOIL SERIES:Paola sand Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 20 10YR 6/1 Sand 20 To 71 10YR 3/3 Sand 71 To 72 28 To 72 Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 12 10YR 5/1 Sand 12 To 28 10YR 6/1 Sand 28 To 72 OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 72 INCHES [ ABOVE / BELOW ] HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO [ PERCHED / APPARENT ] EXISTING GRADE DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA WSWT evaluated using USDA WSS and soil borings. No indicators observed throughout S131 or SB2. SBI 15" above BM. SB2 33" above BM. SITE EVALUATED BY: Collier, Hunter (Title: Environmental Specialist 1) (Florida Department of Health in St. L DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1462612 EID2031320 INCHES DATE: 01/31/2020 Page 3 of 4 v 1.0.2 :1PPLICANT'S NAME: 6Cd�� SCA?k'� LEGAL DESCRIPTION: ;o1,rg-e 2436 --30,4-Oz z 2: 23 -oma - - PROPOSED. SEPTI(�SYSTEMSW INFOR�fAT'14N ,r 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 l5 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. Macs. �i�nns:+cp�ic;,ScpiicapPPP;ige311? CERTIFIED BY: FLORIDA P OFESSIONAL DATE:/ JOB No.: �Q { Z Z O N M.6b1T .08 M.616tT o0B ro w t -A 2=r ry cn cn z� N� G 'd' 313' •'' t rJ f ,� cn J N En c4i 8 41 } Y OIDo M.VS ALT o08 - i - -_ - .:"i�."`. - _ ' M.451i .08 %i6Z0E 0006ME 06E6z0E OBC6Z EI OCESZOE 0966me Nam OKRM OCOMOE z z o IF 1� N N Custom Soil Resource Report St. Lucie County, Florida 28—Paola sand, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2tzwj Elevation: 0 to 100 feet Mean annual precipitation: 44 to 60 inches Mean annual air temperature: 68 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Paola and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Paola Setting Landform: Hills on marine terraces, ridges on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser Down-slope shape: Convex, linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 55 inches: sand B/E - 55 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): Very high (19.98 to 50.02 in/hr) Depth to water table: More than 80 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 2.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111 FL) Other vegetative classification: Sand Pine Scrub (R155XY001 FL) Hydric soil rating: No 10 Custom Soil Resource Report Minor Components Apopka Percent of map unit: 6 percent Landform: Knolls on marine terraces, ridges on marine terraces, hills on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser, rise Down-slope shape: Convex Across -slope shape: Linear Other vegetative classification: Longleaf Pine -Turkey Oak Hills (R154XY002FL) Hydric soil rating: No Astatula Percent of map unit: 5 percent Landform: Knolls on marine terraces, ridges on marine terraces, hills on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser, rise Down-slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pomello Percent of map unit. 4 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Side slope, interfluve, riser Down-slope shape: Convex, linear Across -slope shape: Linear Ecological site: Sand Pine Scrub (R155XY001 FL) Other vegetative classification: Sand Pine Scrub (R155XY001 FL) Hydric soil rating: No 42—St. Lucie sand, 0 to 8 percent slopes Map Unit Setting National map unit symbol: 2tzwp Elevation: 0 to 70 feet Mean annual precipitation: 49 to 60 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition St. lucie and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. 11 Saint Lucie County Property Appraiser vUCIE C9 G Saint Lucie County Property Appraiser Michelle Franklin CFA �F�. �., `mil► M} ?; : i-�y r, Page 1 of 1 100ft 2020-01-30 Click here for Legal Disclaimer https://www.pasle.org/map/ 1/31/2020 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: S INDIAN Parcel ID: 2436-324-0003- Account #: 33860 Sec/Town/Range: RIVER DR 000-1 36/35S/40E Map ID: 24/36S Zoning: Residentia Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description George Stefanakis 36 35 40 THAT PART OF N 91.86 FTOF S 1690.07 FT OF Helen Stefanakis GOVT LOT 2 LYG E OF FEC RR WITH RIP RTS -LESS RD 797 SW Hillsboro CIR R/W- (0.49 AC) (OR 3953-632) Port St Lucie, FL 34953 Bedrooms: 0 Full Baths: 0 Half Baths: 0 A/C %: 0% Current Values Historical Values 3 -year Just/Market: $168,500 Assessed: $134,640 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $134,640 2019 $168,500 $134,640 $0 $134,640 (SF): U1-)(7 le? 2018 $122,400 $122,400 $0 $122,400 (SF): for t: isploy 2017 $122,400 $122,400 $0 $122,400 Land Size (SF): 28,300 Sale History Date Book/Page Sale Code Deed Grantor Price 01-05-2017 3953/0632 0001 WD Schroder Ralph $145,000 05-23-2016 3877/2065 0001 WD Murphy (TR) Gerard P $132,000 09-12-2001 1596/0315 XX0I QC Murphy Gerard P $100 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 Wail: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 Full Baths: 0 Half Baths: 0 A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: flt.FGa Total Areas or Finished/Under Air 0 sk'1`t' h (SF): U1-)(7 le? Gross Sketched Area 0 (SF): for t: isploy Land Size (acres): 0.65 Land Size (SF): 28,300 Total Building Count: 1 Special Features and Yard Items Type 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 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 1/17/2020 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: S INDIAN Parcel ID: 2436-324-0003- Account #: 33860 Sec/Town/Range: RIVER DR 000-1 36/35S/40E Map ID: 24/36S Zoning: Residentia Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description George Stefanakis 36 35 40 THAT PART OF N 91.86 FTOF S 1690.07 FT OF Helen Stefanakis GOVT LOT 2 LYG E OF FEC RR WITH RIP RTS -LESS RD 797 SW Hillsboro CIR R/W- (0.49 AC) (OR 3953-632) Port St Lucie, FL 34953 Current Values Historical Values 3 -year Just/Market: $168,500 Assessed: $134,640 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $134,640 2019 $168,500 $134,640 $0 $134,640 2018 $122,400 $122,400 $0 $122,400 2017 $122,400 $122,400 $0 $122,400 Date 01-05-2017 05-23-2016 09-12-2001 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Book/Page 3953/0632 3877/2065 1596/0315 Type Roof Cover: Frame: Story Height Sale History Sale Code Deed Grantor 0001 WD Schroder Ralph 0001 WD Murphy (TR) Gerard P XX01 QC Murphy Gerard P Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Price $145,000 $132,000 $100 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: ��.t torr Total Areas or Finished/Under Air 0 ei.C+ i (SF): ii1'a ilo' b,"oe Gross Sketched Area 0 (SF): for t lis f lc' ' Land Size (acres): 0.65 Land Size (SF): 28,300 Total Building Count: I 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 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 1/17/2020