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Home My WebLink AboutD O H PAPERWORKPage 1 of 1 e1yj STATE DF FLOA)OA PERMITAPPLICATIDNTO CONSTRUCT ��o1Ll[ $ REPAIR,lAODIFY, ORABANDONAWELL prm-Ny 59_'z89.79 . ''AP•" jy C:60tCMnCSt P'S.ASe PuL OUTf.(t.NTnCAaLE FIELOil Ronda UWol0 .7Nmdinvast "Oorwca Rel;Coul FlElda'Wrere ArAzabl--)) Poona suouaeT.5 ftcq,.d is. F .mgjj ;4 -_ ._ ❑ SC Johns Rives 'q: � '%ar,aLTpS �i3oL•N Flodde n. nmcsv.tarwnan.mpuvaa0.+.torydny ❑Sw/amnee FtlVe! �loroelycvaringmrwaroa�4rm<nm)W E252s Dore tW._Wrnadon No . _ _ __ ..- _--pDop_, _ _ pe;ovtrdlgrMess4xd/,v5ereawua5h. _ - — _ ___—_—___ ❑Delegated Aufltpnly(ItAPpetaeta) CUFMVP OCCOdanh'o. ), Joel & Ann Mafie Ashton 376 Cyclone Drive FL P(erco, F1 34945 •Oemer, Legal Name it Cwpwadon 'Address •cay, -Slaw 21P Tueptcto Number 2. THA/Johnstan Road R. Pierce FI 'WW Locatldn-Adwess, Road Namew h'umber.CIF/ 3, 1327.606•e005.000-8 5 ParoeIlD Ne. (PtN)w&..I-Key(Cbde One) Lot dac5 Unil ;, 27 34S 39: St Lucie Check V62-524C] Yes M No 'scallsn c)erd Gram •TvA:m&411 e B, James Paul Tyson 'County SWA dNision 11352 954.818-4269 dmnthehoie@att.net W1 BOVX 6Gonraapr •LrAnSe Nnmhw •Telaphorta Number Emad Address 6. PO�HOX 8 Cc Port St Lucie Fl 349SS Waw[YAcD Cc Address City Slaw 7IP r 7. Type ofl�ork ❑! Ca-ism:cayt [3 Rtpai; )Aralfresan� I abarxcnmcn) 8.'Nrnber of Pwpaco VJMh 1 •9asnv90, uae_e s. •Spedry over cea Useis) of We:l(s): Oamesho Land- npa lMgatlIn J pealed Wales suPFN e Recraatlan'Area litlgaeon ASnts.Ruml brjnear, LNesla& rW'I Silc brvaugasan Ptblle Wiler Supp:y e:Imsed U=QM Nursery[.%.am U I�j LWalmlrg Test ]] PubeoWawrSupply(Conmask of N0aFCommurdyJDFP)❑] Classl Dgi:ctlon Cbmenerclamadmuni (`7 Epnh,C,•wp;edGro.Mmal Ga Oatasc 1/194400 tLHyJ WAC Slply :lass V kt]aabn: Reo'nt a 9 ❑ usata)Dlsposal Aqu2nrSt=gonna WAC RcUm RecotmO Crainair, Reavery0 AlrSpwga [j Odmr {m:,-rsj tI ge rjrOftt GihCba� tydfer ter-.a,t..l Wee Dope, l2. EY wcd Open Fble; 15: Plimuy Casing )Asterinl: Melt WOW GSfanlznd Stainless Stcel hlal Cased OuW: to Secondary Casing: Te:esoope Gashg Liner StTlau Casing Dlammer_)n. f7.Se-miorf Casing Muorlel: Block Simi GaraNzed PVC Sla'xarss S.ael Mor 1&'k[c'hod of Ceneboeion, Repair, Or Abondurymnt: Auger Catch Tool Jotted 9onid Cam84nat'ten (TaitwUwe tAofhnax) Hand Dmrerl (Lfad PIK B.,I Point;Hydraam Po6n(o4ttt IN M1 tiadzmn151 Drilling by Approved Nlofhcd Odxr mrma.i tg. Propaud.cta'routlng Latepa�r Imo PrLmeuy Sex)tdary, and dF From:2 6e51)Saf".1( no lue•e t 1 Fe = To SSJ mu-421( somor to ca: CO.eOat" f From To Seal Malefiaq Be'=, Neat Cement Other_ 5 Fran —To Seal lAatedzl( a'.rdonile Neat Cement wz- 20. ew7iemofptaf oum-ber of ex6ling wells on &NO <1 Us) rmmbel of edsting [mused wins an she Q 21.I5 bds wa nrelry wesu µeV or v.aerppgid,•axvl on mbpnrrtsoan a0va ao rh� w CUPh4VPAPpeweortsl lies (N,o'If yes, cemplow flea lo9wAng:PeUP�NCode; a CurscmptN �e� UsePuntaCCUPNWP) 22. LWWde Cruytude M. Dau ObleYwd From: CPS Lisp Stymy Daam;_NA „-.—r......-.,--,....,•r.,.,..t,..a._.,...,..........._. _._.._.__. 2i+_NnD as —vxe ae 11352 'Lirmue ha �••.,.e wp:mw e.c rtyvgapw rtpPh.y� Rdw:YN S AKG:th• ,... CM A o. ' PEIiNITIS NDTVA'1ra UNTIL PROPERLY EIGyED&Y AN AUTHORIZED OFRC&q DR REPNESENTATN9OF mlEVP..� OR OEt WTBH.U1d6AVAR{eL[ATl-,iF W�tL51rE 0leIIlGtu_c^.usm.,mn..e:...... ....�.-.-._._.. _-.__.__ eOATED FUiRe7Ritt. TilE file:///C:/Users/Michelle/AppData/Local/Microsofi/Windows/INetCache/f,nw/TP./A;1TTa 11nni,)nlu Property Card Page 1 of 1 Michelle Franklin, CFA — Saint Lucie County Property Appraiser — All rights reserved. Property Identification Site Address: JOHNSTON Parcel ID: 1327-806-0005- Account#: 154169 Sec/Town/Range: RD 000-6 27/34S/39E Map 1D: 13/27S Zoning: Use Type: 9900 Jurisdiction: Saint Lucie Ownership Joel Ashton Ann Marie Ashton 376 Cyclone DR Fort Pierce, FL 34945 Current Values Just/Market: $106,900 Assessed: Exemptions: $0 Taxable: Date 09-14-2018 03-28-2017 12-20-2013 View: Year Built: NIA Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 County Legal Description POSTOBBLLO (PB 43-30) LOT 5 (9.64 AC) Historical Values 3-year $106,900 Year Just/Market Assessed Exemptions Taxable $106,900 2018 $106,900 $106,900 $0 $106,900 2017 $92,646 $2,651 $0 $2,651 2016 $92,646 $2,651 $0 $2,651 Sale History Book/Page Sale Code Deed Grantor 4190 / 2205 0001 SP HORSEMiNT FARMS LLC 3986/2778 0205 WD Mueller Rainer 3612 / 0078 0205 WD G W Acres LLC Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Type Price $175,000 $377,700 $325,000 Roof Cover. Roof Structure: Building Type: Frame: Grade: Effective Year: 2014 Story Height: No. Units: 0 Secondary Wall: Interior Data A/C %:0% Electric:' Primary Int Wall: Heated %: N/A"/o Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Area (SF): 0 Land Size (acres): 9.64 Land Size (SF): 419,918 Total Building Count: I Special Features and Yard Items Qty Units YearBlt This information is believed to be correct at this time but it is subject to change and is not warranted. ® Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. httnc•//w nacln nra/RF(`�rrJ/ Custom Soil Resource Report St. Lucie County, Florida 38—Riviera fine sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol., 2tzw2 -- — --Elevation., -0-to 80-feet- - - -- -- Mean annual precipitation: 44 to 59 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. 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Riviera Setting Landform: Flats on marine terraces, drainageways on marine terraces Landform position (three-dimensional): Tread, talf, dip Down -slope shape: Linear Across -slope shape: Linear, concave Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E- 6 to 28 inches: fine sand BME - 28 to 32 inches: fine sandy loam Big - 32 to 42 inches: sandy clay loam C - 42 to 80 inches: fine 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 high to high (0.60 to 6.00 in/hr) Depth to water table: About 3 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: Moderate (about 6.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Other vegetative classification: Slough (RI 55XY011FL) U Custom Soil Resource Report Hydric soil rating. Yes Minor Components Wabasso Percent of map unit: 8 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional); _Tread, tall Down -slope shape: Convex, linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (RI55XY003FL) Hydric soil rating. No Hallandale 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 Othervegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: Yes Pinellas Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Convex, linear Across -slope shape: Linear Other vegetative classification: Cabbage Palm Flatwoods (R155XY005FL) Hydric soil rating. No Floridana Percent of map unit. 2 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave, linear Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Oldsmar Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex, linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating. No 11 rya Michelle Franklin, CFA - Saint Lucie County Property Appraiser II I and Smi*s parix OV, 410 *a Immokolte Rd StVd.-; ja - 4 L-2 0 IN Ahgle Rd JU mxanzaL Ave AVIendn Ave :Ju4mta SanDlego Ave Avvnve af af '9z* Fk ed Wwon Rd 1:36,112 0 0.3 0.6 0 0.5 1 Sources: FsH, HMF, Gamin, USGS, Irdermp, IN( Esd Japan, &ETI. EM Chh. (Hong Kong), rsM Korea This Iff0matim Is deemed W be =rW a ths tine WON subject to than 000PYrfqht2e188a M Lucia Courity property Appr IS -� STATE OF FLORIDA Y ! {DEPARTMENT OF HEALTH % - yQ �OUHITTE SEWAGE TREATMENT DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Joel & Ann Marie Ashton _ PROPERTY ADDRESS: TBD Johnston Rd Fart Pierce. FL 34951 LOT: 5 PROPERTY ID #: PERMIT #:56-SF-1888973 APPLICATION #:AP1371410 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1193781 ALE Copy t ) 8 �v/� BLOCK: SUBDIVISION: Sg G(/ 1327-606-0005-000-6 [SECTION, TOWNSHIP, RANGE, PARCEL 1 6 1 [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 AP?ROVAL 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 I14 THIS PERMIT BEING MADE HULL 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 NIA CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TA.2U1C:1250 GALLONS] K [ I GALLONS DOSING TANK CAPACITY [ )GALLONS @[ ]DOSE:: PER 24 RRS #Pumps [ D [ 375 ] SQUARE FEET R [ j SQUARE FEET A TYPE SYSTEM: [ I I CONFIGURATION: [X] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM N/A SYSTEM STANDARD [ ) FILLED DX] MOUND [ ) TRENCH [ ) BED [ ] RP 16d nail in 9" oak tree SW of I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D F O T H E R [ 27.00 ) [ INCHES PT ] [ A30VE [ 25.00 ) [ INCHES FV ] ( ABOVE ILL REQUIRED: [20.001 INCHES EXCAVATION REQUIRED: [ 57.00] INCHES 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. The licensed contractor installing the system is responsible for installing the minimum category of lank in accordance with s. 64E-6.013(3)(0, FAC. POINT POINT SPECIFICATIONS BY: Brian J Ing TI_'LE: Environmental Specialist II APPROVED BY: TLE: Environmental Specialist II St. Lucie CHU Hrian J Ingr DATE ISSUED: 12/O7/2016 EXPII•.ATION DATE: 06/07/2020 DE 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 A22371410 SE1.1333-.. NOTICE OF RIGHTS A party whosesubstantiaHnterest-is-affected-hy_this-erdermay-petition-�.;r-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. PAYING ON: RECEIVED FROM: PAYMENT FORM: St. Lucie County H Department Dr Port Saint Lucie, FL 34983 PERMIT M 56-SF-1888973 BILL Doc s 56-BID-4008410 CONSTRUCTION APPLICATION 0: AP1371410 Dave Golden Homes AMOUNT PAID: $ 515.00 CHECK 25958 PAYMENT DATE: 11/01/2018 MAIL TO: Joel & Ann Marie Ashton FACILITY NAME: PROPERTY LOCATION: TBD Johnston Rd Fort Pierce, FL 34951 5 Lot: Block: Property ID: 1327-806-0005-000-6 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-3784334 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [�] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair. -- [/ ] Abandonment [ -] Temporary APPLICANT: AGENT: TELEPHONE: Vz T MAILING ADDRESS: 'S'7(/// _ IiAly Ato Ite /—/', Ir/%,ffl 4 /`/' 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: S/ BLOCK: SUB�(DIVISION: /3r-c)/,7eluG PLATTED: PROPERTY ID #: / 3 7-9 - 90 6 - Dyds -OQy/�'zONING: I/M OR EQUIVALENT: [ Y/N ] PROPERTY SIZE: , ACRES WATER SUPPLY: [XI PRIVATE PUBLIC [ 3<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/0 ] PROPERTY ADDRESS: -TL DIRECTIONS TO PROPERTY: AlAlolo l at . /�/{-,S/ BUILDING INFORMATION Unit Type of No Establishment. I 2 ke,41 3 4 [ ] Floc SIGNATURE: DISTANCE TO SEWER: FT [ ] RESIDENTIAL [ ] COMMERCIAL No. of Bedrooms //S % GeN dal. A) Building Commercial/Institutional System Design Area Sgft Table 1, Chapter 64E-6, FAC [/] Other (Specify) DATE: 1)4113/ DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 q - o STATE OF FLORIDA APPLICATION # AP1371410 h,�a DEPARTMENT OF HEALTH p£RT # 56-SF-1888973 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM _ u SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1133324 APPLICANT: Joel & Ann Marie Ashton CONTRACTOR / AGENT: Dave Golden Homes LOT: S BLOCK: SUBDIVISION: ID#:1327-806-0005-000-6 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: 9.64 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 14459.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 5000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: RP 16d na ELEVATION OF PROPOSED SYSTEM SITE 27.00 9" oak tree SW of / FT ] [ .:BOVE / I BELOIP I] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT DITCHES/SWALES: 75 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 104 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 44 1:7 POTABLE WATER LINES: 55 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: gn-IT. DRl1FTT➢ TUvnounmTnv n [ ]YES EX ]NO 10 YrAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ) SIT" ELEVATION: PT [ MSL / NGVD USDA SOIL SERIES:Riviera fine sand Munsell #/Color Texture Depth 1 OYR 4/2 Sandy Loam 0 To 15 1 OYR 512 Loamy Fine Sand 15 To 33 7.5YR 5/8 CMN/PRM RF 22 To 33 1 OYR 5/8 Sandy Clay Loam 33 To 39 1 OYR 5/2 Loamy Fine Sand 39 To 55 2.5Y 713 Fine Sand 55 To 72 so= PROFILE INFORMATTON ATmR 9 USDA SOIL SERIES:Riviera fine sand Mansell it/Color Texture Depth 1 OYR 4/2 Sandy Loam 0 To 16 10YR 5/2 Loamy Fine Sand 16 To 36 7.5YR 518 CMN/PRM RF 24 To 36 1 OYR 5/6 Sandy Clay Loam 36 To 41 7.5YR 5/2 Loamy Fine Sand 41 To 57 2.5Y 712 Fine Sand 57 To 72 OBSERVED WATER TABLE: 70.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / ELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [;:]YES [ 3110 DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] O'1'RER (SPECIFY) I- REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS, soil borings and local topography. 7.SYR CMN PROM RF mottling in 10YR512 matrix >2 % starting at 22" in S81. S81 22" below RP. SB2 20" below RP. SITE EVALUATED BY: Ingram, Brian (TiUKtnvironmental Specialist II) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes Previous editions which may not be used) Incorporated: 64E-6.001, FTC 57 INCHES DATE: 12/07/2018 Page 3 of 4 AP1371410 EID1886973 v 1.0.2 APPLICANT'S N LEGAL Lc,t S. Y _ PROPOSERSEPTI SYSTE fSl�T'E.IIVFOR1VfA 7011 : ;,_,;= _.. ,. 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, filled 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. dnc: fnnns�s¢p�i[s.5.ptic:lpppPagt'_II7 CERTIFIED BY: aS O d FLORIDA PROFESSIONAL NO.: 7 DATE: Z — _ JOB NO.: Property Card Page I of 1 Michelle_Emnklio CFA—Saint-Lucie-County-P-roperty-Appraiser--All-rights-reserved. Property Identification Site Address: JOHNSTON Parcel ID: 1327-806-0005- Account #: 154169 Sec/Town/Range: RD 000-6 27/34S/39E Map ID: 13/27S Zoning: Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Joel Ashton POSTOBELLO (PB 43-30) LOT 5 (9.64 AC) Ann Marie Ashton 376 Cyclone DR Fort Pierce, FL 34945 Current Values Historical Values 3-year Just/Market: $106,900 Assessed: $106,900 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $106,900 2018 $106,900 $106,900 $0 $106,900 2017 $92,646 $2,651 $0 $2,651 2016 $92,646 $2,651 $0 $2,651 Date Book/Page 09-14-2018 4180 / 2205 03-28-2017 3986/2778 12-20-2013 3612/0078 View: Roof Cover: Year Built: N/A Frame: . Primary Wall: Story Heigh[ Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type Sale History Sale Code Deed Grantor . 0001 SP HORSEMINT FARMS LLC 0205 WD Mueller Rainer 0205 WD G W Acres LLC Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Price $175,000 $377,700 $325,000 Roof Structure: Building Type: Grade: Effective Year: 2014 No. Units: 0 Secondary Wall: Interior Data A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor• 0 Sprinkled %: 0% Heat Fuel: Primary Floors - Total Areas Finished/Under Air 0 (SF): Gross Area (SF): 0 Land Size (acres): 9.64 Land Size (SF): 419,918 Total Building Count: I Special Features and Yard Items Qty Units Year Bit This information is believed to be correct at this time but it is subject to change and is not warranted. ® Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. tps://www.pasle-org/RECard/ 11/1/2018 1 l-Gwr -� `APPLICATION-#:AP137-141D -- 5 STATE OF FLORIDA PERMIT #:56-SF-1888973 DEPARTMENT OF HEALTH 1 nocDMExx #:1 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 1 CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:1/01/2012018 FEE PAID: 515.00 RECEIPT #:56-PID-3784334 _ -APPLICANT:. Joel &.Ann.Made.Ashton --- AGENT: Dave Golden (Dave Golden Homes) PROPERTY ADDRESS: 2880 Johnston Rd Fort Pierce, FL 34951 LOT: 5 SUBDIVISION: BLOCK: ID# : 1327-606.0005.000.E CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE TANK INSTALLATION [ ] [01] TANK SIZE [1] 1090.00 [21 [ ] [ ] (02] TANK MATERIAL Polypropylene [ ] [ ] [031 OUTLET DEVICE [ ] [ ] [04] MULTI -CHAMBERED [ Y N ] [ ] [ ] 1051 OUTLET FILTER Polylok PL-68 [ ] [ ] [06] LEGEND 1, 70-143-11DC4 2. [ ] [ ] [07] WATERTIGHT [ ] [ ] [081 LEVEL [ ] [ ] (091 DEPTH TO LID [ ] DRAINFIELD INSTALLATION L 1 (101 AREA [1] 509.4 [21 SQFT [ ] [ 1 [111 DISTRIBUTION BOX HEADER x I ] [ ] 1121 NUMBER OF DRAINLINES 1. 9.00 2. [ 1 [ 1 [131 DRAINLINE SEPARATION [ ] [ 1 1141 DRAINLINE SLOPE [ ] (151 DEPTH OF COVER [ ] 1161 ELEVATION [ ABOVE / SEiOW ]BM 21.00 [ ] [ ] [171 SYSTEM LOCATION [ ] [ ] [181 DOSING PUMPS I ] [ ] [191 AGGREGATE SIZE [ ] L 1 [201 AGGREGATE EXCESSIVE FINES [ 7 [ ] [211 AGGREGATE DEPTH I ] [ ] FILL / EXCAVATION MATERIAL [ ] [ ] [221 FILL AMOUNT [ ] .[23] FILL TEXTURE [ ] [ ] [24] EXCAVATION DEPTH [ ] [251 AREA REPLACED [ ] [ ] [261 REPLACEMENT MATERIAL [ ] Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / DISAPPROVED ]: nv ronmental Spec -list II FINAL SYSTEM [ APpROVED / DISAPPROVED ]: Envrronmontal Specl (Explanation of Violations on following page) SCANNE,D SETBACKS [271 SURFACE WATER 75 FT [261 DITCHES 75 FT 1291 PRIVATE WELLS 100 FT [301 PUBLIC WELLS FT [311 IRRIGATION WELLS FT [321 POTABLE WATER 57 FT 1331 BUILDING FOUNDATIONS 2 FT [341 PROPERTY LINES 75 FT [351 OTHER FT FILLED / MOUND SYSTEM (361 DRAINFIELD COVER [37] SHOULDERS [381 SLOPES [391 STABILIZATION 07/30/2019 ADDITIONAL INFORMATION [401 UNOBSTRUCTED AREA [411 STORMNATER RUNOFF [421 ALARMS [431 MAINTENANCE AGREEMENT [441 BUILDING AREA [451 LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [471 CONTRACTOR MICHAEL W STUHR(ASHTO [481 OTHER INFILTRATOR Quick4 Plus EQ36 LP ABANDONMENT [49] TANK PUMPED [501 TANK CRUSHED S FILLED St. Lucie CHD DATE: 06/06/2019 CHD DATE: 07/30/2016 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 2 of 3 EH Database v1.0.1 AP1371410 EIDIS88973 A STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation. Number _ _ —Comment— LICATION-# APA37-141D PERMIT a:56-SF-1888973 DocOMENT 1t:F11312486 DATE PAID : 1 1 /01 /2018 FEE PAID:515.00 RECEIPT n:56-PID-3784334 The system Is sized for 3 bedrooms with a maximum occupancy of 6persons (2 per bedroom), fora total estimated flow of 300 gpd. New ST, filter, and 9x5 long BED DF. No violations, system ok to cover. Contractor notified by phone. Needs final inspection for well inspection/setback, potable water line setback, mound system, and final site grading. Final system approved. Contractor ennailed final approval. DH 4016, 06/09 (Obsoletes all previous editions which may not be used) Page 2 of 3 Incorporated: 64E-6.003, PAC EH Database v 1.0.1 AP1371410 EID1888973