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Home My WebLink AboutD O H PAPERWORK" I y I UY tit I STATE OF FtORIDA DEPARTf=T OF, 11EALTH ONSITE SEWAGE. TREAT== AND DIAPOM SYSTEM cwsmumw ixspEcT:roN AND FINAL APPRovi.m. SGANED APPLIZ2 AGENT, PROPERTY ADDRESS) 980 TrowbridgeRd Fodpfercia, FL34945 LOT`7 'tURDIVISZON: I Park: BLOCK: 33)#: 22124800-0007400m2 RLICATION •9:' PERiuT #-56-SF-1951233 DOCUMENT #,JF(1387U0 DAM -PAID'D5/21/201 9 FEE PAID�515.00 - RECEIPT' *.56-PID-3952W iNei WITH STATUTE OR RULE AND MUST B TANK INSTALLATION I - E611 TANK SIZE, [1] 109.0.00 L21 L021, TANK MATERIAL - Polyethylene: 1031 OUTLET DEVICE [041 MULTI -CHAMBERED N I LO * 51 OUTLET FILTER r6lylok K-68 .11061 LkOgm 1. 70-143-11DC4 2. f071 WATERTIGHT [081 LEVEL [09] DEPTH TO LID DRAINFIELD ;INSTALLATION, E191 AREA L:Ll 60.4 [2] SQFT [13.]-DISTRIBUTION BOX HEADER x C121 NUMBER OF DRAINLINES 1. 4.00 2, V31 -DwaNtINEz 'SEPARATION L141 DR=NDINE: SLOPE E151 DEPTH OF COVER ['161 MINVAT10H E ABOVE / FEDWIllk 27.00 971 SYSTEM. LOCATION LIST DOSING PUMPS I I fin AGGREGATE SIZE; [201 AGGREGATE! EXCESSIVE PINES [111 AGGREGATE DEPTH I SETBACKS [213 SURFACE WATER [281 DITCHES 16 ["] PRIVATE WELLS 95 FT [301 PUBLIC WELLS [311 IBRIGATIW NELMS [321 POTABLE WATER 59 [331 BUILDING FOUNDATIONS PT [341 PROPERTY LINES 65, Fr [4351 OTHER 'IT FILLED / MOUND SYSTEM. [361 DRAIN?IXLD COVER [371 SHOULDERS, E383 SLOPES' [391 STABILIZATION 1:210612019 ADDITIONAL INFORMATION [401 UNOBSTRUCTED AREA ['411 STORMWATER RUNOFF [421 ALARMS, E,431 MAINTENANCE AGREEMENT [44] BUILDING AREA [451 LOCATIONCONFORMS)WITB SITE PLAN [461 FINAL ,SITE GRADING FILL I EXCAVATION MATERIAL 1171 CONTRACTOR MICHAEL W STUHR.(ASHTO- I I M23 rxa, AMOUNT 081 OTHER INFILTRATOR Quick4 PlutL EQ36 LP 1 1 1211 FILL TEXTURX. 1 1 (241 EXCAVATION DEPTH ABANDONMENT 1, 3 -[251 AREA REPLACED C, l (491 TANK. PUMPED [ 1 126] REPLACEMENT MATERIAL t I Escq TANK CRUSHED a FILLED Comments: Comments arw on page 2. CONSTRUCTION I AP4RovEn DISAPPROVED. 11 Envir6nin66tilspec.rallse!tltFartir-afzSt. Lu cie CHO DATE. 1110IY2019 m(ENVIRONMENTALHE�,LTtiI St LUC16 - CHU DATE.: 1210612019 FINAL SYSTEM; E DISAPPROVED 1: SupervisorEmiroamentai npa S May (Florida Departmentof Heal' (Explanation of Violations on following page) DH 40 , i6, 09/09 (Obsoletes Zia previous �ditions which may not a used) Incorporated: 64 1 k-6.663f, PAC Pa:ge 2 of 3 r� V Violation Number STATES OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE'TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION' -AND FINAL APPROVAL Commen ,Fir CATION It _. __ PEPmxT k 5(-SF 1951233 rocummT #,F11357740 DATE PAID_05/21/2A19_.. FEE PAio-515.00 ReczrvT #;56=PID-3952044 The system, is sizedfor3 bedrooms -with a maximum occupancy of fi persons (2. per bedroom): for a total estimated flovy'of 360 :vST, filter, and 3x19+1x12 BED DF.installed' No violations, system ok 6 cover. Contractormotified. by phone. Welf inspected construction inspection. Needs final inspection for mound system and final site grading. ial'system approved. No Walations.observed. Final approval emailed to contractor and building department _ .DE 4016, 08/09 (0$scletes all previous editions which, may not be used) incozporated_ 64E-6_003, FIX Page 2 of 3 C'LC ��P� pgg�QT #;56-SF-1951233 STATE OF FLORIDA FILE APPLICATION #:AP1415393 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND' DIS RECEIVED FEE PAID: SYSTEM CEIPT #: JUN 2 4 2019 D DMENT #: PR1241133 ST. Lucie County, Permitting ED BY CONSTRUCTION PERMIT -FOR: OSTDS New SQ. Lucie ucieT/Rou APPLICANT: Lisa Leatherwood vv�� L is l� PROPERTY ADDRESS: TBD Trowbridge Rd Fort Pierce FL34945 LOT: 7 BLOCK: SUBDIVISION: Orange Park PROPERTY ID #: 2212-800-0007-000-2 [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 Septic new CAPACITY A [ ] GALLONS / GPD NIA 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 [X1 MOUND I CONFIGURATION: EXI TRENCH [ ] RED [ ] N F LOCATION OF BENCHMARK: Site BM, Nall In PP I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D. I 0 T H E R I" [ 42.00 ] [ INCHES FT ] [ ABOVE [ 29.00 ] [ INCHES FT ] [ ABOVE BENCHMARK/REFERENCE POINT BENCHMARK/REFERENCE POINT system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: _ Brian J Ingr9mr—) TITLE: Environmental Specialist II APPROVED BY: TIE: Environmental Specialist II St. Lucie CHD Brian J Ing DATE ISSUED: O6/19/2019 EXPIRATION DATE: 12/19/2020 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 AP1415393 SE1190452 'TW 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. :< oi'B"tea HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 0:56-SF-1951233 BILL DOC #:56-BID-4200733 CONSTRUCTION APPLICATION#:AP1415393 Alexander J. Piazza PSM, Inc AMOUNT PAID: $ 515.00 CHECK 26425 PAYMENT DATE: 05/21/2019 MAIL TO: Lisa Leatherwood FACILITY NAME: PROPERTY LOCATION: TBD Trowbridge Rd Fort Pierce, FL 34945 7 Lot: Property ID: 2212-800-0007-000-2 EXPLANATION or DESCRIPTION: Block: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection 1 1 1 1 1 1 1 1 QUANTITY FEE $ 5.00 $ 15.00 $ 100.00 $ 100.00 $ 115.00 $ 55.00 $ 75.00 $ 50.00 RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-3952044 6 sxe s� STATE OF FLORIDA 1 _ DEPARTMENT OF HEALTH g ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: Lisa M. Leatherwood IJCLL 1.10. 59- ag5c10 PERMIT NO. -rF- 3 : Ig5i'A DATE PAID: FEE PAID: ULIC-0 RECEIPT #: [ ] Innovative [ l AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 772-340-7770 MAILING ADDRESS: 619 SW Biltmore Street, Port St. Lucie, Florida 34983 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: 7 BLOCK: na SUBDIVISION: Orange Avenue AG Park PLATTED: 1993 PROPERTY ID #: 2212-800-0007-000-2 ZONING: R I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 11.625 ACRES WATER SUPPLY: [,/] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: Trowbridge Road, Fort Pierce, FL 34945 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 RESIDENCE 3 1,742 2 3 4 [ ] Floor/Equipment Drains I, (I Other (Specify) GARBAGE GRINDERS/DISPOSALS Alexander J Piazza os:cu, udmim m. a -noun[ pmissemn vao iaei. ni ,mm, SIGNATURE: owm.m u:xS:51. DATE: 5-16-19 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 # AP1415393 DEPARTMENT OF HEALTH PERMIT # 56-SF-1951233 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1190452 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Lisa Leatherwood CONTRACTOR / AGENT: Alexander J. Piazza PSK Inc LOT: 7 BLOCK: SUBDIVISION: Orange Park ID#:2212-800-0007-000-2 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: 11.63 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] .AUTHORIZED SEWAGE FLOW: 17445.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE 42.00 [I INCHES I/ FT ] [ ABOVE /I BELOW II 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: 80 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 65 FT POTABLE WATER LINES: 35 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION STTF. t ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Winder loamy sand Munsell#/Color Texture Depth 1 OYR 3/2 Sandy Loam 0 To 9 1 OYR 4/2 Sandy Loam 9 To 19 7.5YR 5/8 CMN/PRM RF 11 To 19 1 OYR 5/1 Sandy Clay Loam 19 To 28 10YR 5/2 Loamy Sand 28 To 35 1OG 6/1 Sandy Clay Loam 35 To 65 10G 6/1 Loamy Sand 65 To 72 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Winder loamy sand Munsell#/Color Texture Depth 1 OYR 312 Sandy Loam 0 To 10 tOYR 4/2 Loamy Sand 10 To 20 7.5YR 518 CMN/PRM RF 11 To 20 1 OYR 511 Sandy Clay Loam 20 To 31 10YR 5/2 Sandy Loam 31 To 36 1OG 611 Sandy Clay Loam 36 To 61 1OG 6/1 Sandy Loam 61 To 72 OBSERVED WATER TABLE: 37.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCAED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 11 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [XIYES [ ]NO DEPTH: 11.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 65 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ 1 OTHER (SPECIFY) _ r REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. S5. Sandy Redox-7.5YR518 CMN PROM RF mottling In 10YR4/2 matrix >2% with diffuse boundaries starting at 11" In SB2 SB1 43" below SM. SB2 42" below SM. /] SITE EVALUATED BY: DATE: 06/05/2019 Ingmm, Brian (TI . Environmental Specialist 11) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (obsoletes previous editions vhi h may not be used) Incorporated: 64E-6. 001, SAC Page 3 of 4 AP1415393 EID1951233 v 1.0.2 0�,xs o� STATE OF FLORIDA `'t DEPARTMENT OF HEALTH up ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS �o ae,as` PERMIT #.56-SF /9S/Z3.3 APPLICANT:— Lisa M. Leatherwood AGENT: Alexander J. Piazza PSM, Inc. LOT: 7 BLOCK: na SUBDIVISION: Orange Avenue AG Park PROPERTY ID # : 2212-800-0007-000-2 [ Tax ID Number l 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: J✓J YES [ ] NO NET USABLE AREA AVAILABLE: 11.625 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [RESIDENCES -TABLE I/OTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS34 [INCHES/FT ] [ABOVE/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: 15 FT NORMALLY WET? [ J YES J✓] NO WELLS: PUBLIC: 200 FT LIMITED USE:100 FT PRIVATE: 75 FT NON —POTABLE: 100 FT BUILDING FOUNDATIONS:5 FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: J ] YES [✓] NO 10 YEAR FLOODING? J ] YES J✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: JV1L CLlVl 1LG 11YC VL,1•Yf11VlY J11G MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE:40+ INCHES [BELOW EXISTING GRADE. TYPE: [PERCHED/ APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [.ABOVE/BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ J YES [ ] NO MOTTLING: [ J YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [✓] TRENCH [ ] REMARKS/ADDITIONAL CRITERIA: BED DEPTH OF EXCAVATION: INCHES J ] OTHER (SPECIFY) w anw , Alexander Piazza °w�x°°Nmry'�°°°""�°°'�°"- �°°°'N`�°-° SITE EVALUATED BY: w.mivns�a �•��+,a+od DATE: 5-16-19 DH 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 APPLICAI'NT'S NAME: LEGAL DESCRIPTION: Lisa M. Leatherwood 0-5F-/9S4? Lot 7, Orange Avenye AG Park (PB 33, PG 11) PtSM VONY9TE1i1 J 'J 1NYf0RT-!QN_ 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 theproposed 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. ul°'�oM�4rcaEyPbunMlwm Alexander Piazza PNI]][mN]I°SBI EEIIX/YA119B1. mllbeMnlfleaa CERTIFIED BY: FLORIDA PROFESSIONAL NO.: 6330 DATE: 05/16/19 JOB NO.: 19-4582 dots! Forms/septics/SepticApppPage207 ,1 1. Saint Lucie County Property Appraiser 14t�UCIE�OG ,' , :; (https://www.pasl(..org/) Saint Lucie County Property Appraiser A� Michelle' Franklin CFA Y a ,ry a T Z Z U. II+ !' C a A I� ;i KullY fttl----c:::::. t. D 0.6mi 20l9.o5-a3 https://www.pasic.orglmapt 5 K ¢ E s N U O = 9 0. N Click here for Legal Disclaimer 1/2 Property Card Page 1 of 1 5G -sF- /9s�23� 59-L9571 0 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: Parcel ID: 2212-800-0007- Account #: 135418 Sec/Town/Range: TROWBRIDGERD 000-2 12/35S/38E Map ID: 22/1 IX Zoning: IX Use Type: 6900 Jurisdiction: Saint Lucie County Ownership Legal Description Lisa M Leatherwood ORANGE AVENUE AG PARK LOT 7 (MAP22/11 X) (11.63 Gregory M Leatherwood AC) 6305 Drawdy PKWY Fort Pierce, FL 34951-1301 Current Values Historical Values 3-year Just/Market: $178,323 Assessed: $38,460 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $38,460 2018 $178,323 $38,460 $0 $38,460 2017 $134,336 $23,260 $0 $23,260 2016 $116,300 $23,260 $0 $23,260 Sale History Date Book/Page Sale Code Deed Grantor Price 04-02-2019 4250 / 1270 0111 QC Leatherwood Lisa M $100 06-30-20I7 40I4 / 1690 0111 QC Lange[ Donald J $100 04-20-1994 0897 / 0885 XX02 WD Beale Jr Joseph E $112,500 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 2,400 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: FarmPole Year Built: 1990 Frame: Grade: 21 Effective Year: 1990 Primary Wall: Story Height: l Story No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 2,400 (SF): Land Size (acres): 11.63 Land Size (SF): 506,602.8 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. .ttps://paslc-dev.org/RECard/ 5/22/2019 �q, . , v +sea.. g�'r � } wy 'K' � •�..:-� "' "�`d �!„ ♦ �awF ~+ 4 i._., t u • rr Ry t`.+?'w +.•- `yv �•W.VMh'ipA.?J-.t�:� '�"'S.'7w •^'`_C vy . ,r.� K �%1' t > a P'y�'C'}�}itfr Sv-.L.f wtI =•d ti.. sSv`•- '' c �.FQ"_� ti•?''^ - 'r 4�` .Ai � t*SsrS3��r`�}r ` oR rx��, x w r x.. "�V. r� "k�^5�\^. i' Sye � ('' � .Tur y w� 11� ' f'1.1 .y i SRy ti � . • {{SYI ,t. •ii � €3' .n•It i] Y, 'r'� y �yKn,,,,��..,�� 4 ''�^"+� "V`3�LE'.JrY' �wrwtS..]�w:wt9�'��+.La • � � �1 i,�'rat. •`{=t :II7 y��/'�%'sti�'if..'i4!+><n' .� y Y� 7� .., '.,-..�:,�.-.v+.r•7Pi,.,c..aJ ay.,m,....ssy °q� •.g,'Or � �t+c�` '�y,�'�i`' �. s. .,`+� ,t,.+4 r }ti �.! , a .+ `. �+ � Jr /• h?'dt.'� �� • ,y � �'jl. _ a ''w'�'=�`�4j�7: 'G: r 41 Ara- Tr •` . •5'•"'�f 1 "mot+,. r$a, �v jt ~ � � � -� H �, Y 1t'i'E .,. (." r:�(! `li .,1�.�°' , - ' 'a`i[xi� �L �9.�'V,•-. y A1W i ' S �> 1 It dti •1 i" 4 r +b i Y . �-°� fi' . , J r. w w?� �. ..t +?` N yS. ^+, wl`• '�r1; : iti ` ` �;%y .�f-. r. � r + s i' v -t, >+1 n � * ,�'aj,�w .t�- .� �{„� :/`4v„�i`�"w�a:.?'`t�. fN;q%��•.}�'yS �Et . �t�lJ ` ">-i-%�''t,'t ' `� ;. ' '`` ` '� t d.l '" 1 ? • -Yi „yt£ '_•:v s e. ;.a,i ,..,T {"fir-v, `i .,,�,� ,. �a�'� .. -s- i � = ", i{n ..y.�h � r it. ,et : r `xf•+�ar "�„> v'u4 `' �.. <*1t'� t . ' _': ,. ...',o,ys iy`rq �y,,'t't a'p;4� i 4 tw,rt 'w'Y+ t.. ': �•, '�T �r }�+ Pt Ti�Nb- +O�'a'V- ,� ,-�•�a jry,>y 'f,Yf��•�a 4wf%=nrYaOiFW -��Wis t: '^�Nk rn nnw.�ww ww w wwnetereawwwrnwf[Rk ' "'•h:' , a w � •; � E� D e•3r-la..h �ETF, o .v`w'�"�'e.._'Y'°,.v.fLeSflL lehd��l�dC' a v. 4 s' o _..... t �y I Custom Soil Resource Report St. Lucie County, Florida 55—Winder loamy sand Map Unit Setting National map unit symbol., ljpwk 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 Winder, drained and bedded, and similar soils: 67 percent Winder, hydric, and similar soils: 15 percent Minor components: 18 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Winder, Drained And Bedded Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex, concave Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: loamy sand E - 6 to 12 inches: sand Btgl - 12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cgl - 49 to 61 inches: loamy sand Cg2 - 61 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 moderately high (0.06 to 0.20 in/hr) Depth to watertable: About 12 to 18 inches Frequency of flooding: None --Frequency of ponding. 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: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D 10 Custom Soil Resource Report Forage suitability group: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating. No Description of Winder, Hydric Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear, concave Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: loamy sand E- 6 to 12 inches: sand Btg1- 12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cg1 - 49 to 61 inches: loamy sand Cg2'- 61 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: 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 0 to 12 inches Frequency of flooding., None Frequency of ponding., 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: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating: Yes Minor Components Pineda Percent of map unit. 3 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 Riviera Percent of map unit. 3 percent 11 Custom Soil Resource Report Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: Yes Floridana Percent of map unit: 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Hydric soil rating: Yes Hallandale Percent of map unit: 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Interfluve, talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Winder, shell substratum, hydric Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear, concave Across -slope shape: Linear Hydric soil rating: Yes Wabasso Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Wabasso, gravelly substratum Percent of map unit: 2 percent Landform:, Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 12 W W I fs N Saint Lucie County Property Appraiser O w4..ri3 L .'il i`} 11 w. 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Eui Japan, METI, Esd China (Hong Kong), Esd Korea, End (Thailand), STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT; REPAIR, MODIFY, OR ABANDON A VVELL t_iSOuthWCst PLE?SEFILL Our'dL APPLICABLE FIELD'$ GNtirrh:vost (-Oeno;ps Requited Fields "ore Applicable) -'c ,��St. Johns Rrvar yw�,nnr ro,rpq. .outh Florida rlvnnr:r.-cLrrv,naranp+:r Nr,vq diltmur nud:nrv: o+i:p:q rpyvsn]ir noAlimrin,W b:r .i Su::'ahnee River+,n�er:iacerb•:ominvli+,m;rtrl:rreuyuiirs]a4•. _, DEP U31r-gated Aulho-i!y (If ApPlirahtzl ' NC). 54 lass ass No. 59-29590 Uniqur,IG - Sriponow5 P,egwred (Sda P.Itn;hr3,11. 32.524 O-,radr1b, `Dclinnnlion t+o. GUFrv4UP Appucption ;.la. 1, Lisa Leatherwood . 6305 DrawdyPark"yay Ft. Pierce, FI 34951 'Owner. Legal Name df Corporation 'Addis 'City -State 'ZiP Telaptiore Number z. TBA/Trowbridoe Road _ 'Well Location - Address, Road Name or. rlumber. Ci:.y I ov Land P. Tvsc St Lucie 'County _ , 11352 954-818-4269 _ do`xnthehole@att.net Liceme Number -Telephone Number E-mall Addfea5 Block DWI Coe& If 52-524:0 Yf s Q No B. PO BOX 881496 Port St Lucie_ Ft 34988 "vValer!Nell Contractor's 4%0dr2s5 Cfly Stale _Ir'. 7. "Type or Work: 91Caostruccop �r Repnir L� ;v;cdllieafpn� Abandonment S. -Number of Proposed bYeIL r 9. 'Specify Intended.Usels) of V-10(s); ..wv,n err R+:pnt Domestic Bottled Wafer Supply Lands -cape litigation [] Recreation Area IrrigolWp [] Agricultival Irrigation L(vas(nek M U Site Investigations ifl- 1 Mc rN,oring U�W` Puolic Psalter Supply (L.imfed Use/DOH) F1 Nursery Irrigation n Test J Public Watar Supply (Community or l`loi Commarcialllnduslrlal Ind Earlh-Coupled Geothermal 1 9 1 class ;injection C Golf Course Irrigation HVAC Supply JUN U HVAC Return Gass V Injection: ❑ Recharge ❑ Commerciairindustral Disposal. C Aquifer Storage and Recovery I] Drainage ediaiioa: ❑ ReCovery ❑ Air Sparye u Other !G1aA n:_ Other I 10.'Disland.frorn Septic System if 5 200 !t. ,j ) V 11. Facility Description p'roP0 5eQ Re5ldenge 12. Estimated 8rm 1ar1 Date no,- M.-Eslirnated Ole!! OPPlh,'23 C) 3, ��--1Efilimated Casing Depth �0 ft. Primary — Casinq Diameter in. Open F,ole. From __To ^ R: 14, Eslimated Screen interwar Prom ID Ta (90_ ii:' 15.1Bnmary Casing Material: Black Steel ' Galvanized C 9v Stainless Steel Not Cased Other 16. Secondary Casing: Telescope Casing Liner Surface Casing Cllameter� In. 17. Secondary Casing IA'alerlac Black Sleet GaRani.ad PVC Stainless Steel Other 16.'Methad or Construction. RepaE:, or ASsndorni+.er,i: ;auyer Cable Tool Jelled . Ref' iJ Sonic Combination l7lvo or More ble(flods) Hard Driven (Udell Point, Sand Point) Hydraulic Point (Obcci Push) Hoazonlai Drilling Plugged by A.ppnrr d rot-lnod Otnef fOnsrncrl 13. Proposed $Sroullrq interval fx the Primary„Senongary; and A rill ling: From To ,�%r Seal (.Aeiarial ( Benre:;ae !eat Ca nl Other i From_ Ta Seal Malarial ( Brnlonite aTCement Other _ Fro:r To Seal Ma;eriai ( 2ertmute Neat Cement Other Front_ To Seal Material! Bentonite. Neel Cement Other _' ) 20. Indilale total number cf existing:velha on site. List number of existing unused wells or. silt 21 'Is tills wall or any exisdrr will or water v6lhd' ! nr Bla rrnr:er's contiguous. property covered under a COnSumptivelVitiler Use Permit (3UPAMUP) of CUPNvUP Application, Yes 10 -If w",.. complete Iha following: CUPMDP PW._ District bWell !C No. 22. Latitude Longitude 23. Data Obtained From: AppMvnl Gnplstl sy Fen RLCOI,ad 5 GPS 1,19P Survey 4JeuJ1.;u:r : n Ilm11 v "i,r it\.;.4 �u p.oc< e�.;`...,,::.h � m�r1•n•.AI..1 u.wv .e, naeN:.v.•4.A •O{p:eWe. la.l•r:n la i•'4rpe.: wits eJr ape wnpEe0.� ulva umsuamr..:up.:r: n.mtawe:,+ 27 .�ru,r. cemc• No. +µeh issaa Data Datum: _ NA.O 27 Exp!ratlo- Data Cheex N. 83 N1GS 84 THIS PERIAIT IS NOT VALID UNTIL PROPERLY b'IGNEO F'i A.AI /.ITHORi2ED OFFICER OR REPRESENTATIVE OF THE `AND OR OELEGATEO AUTHORT:'v. PERMIT SHAL BE AVAILASLE ATTHE :9HLL SITE WRING A_L CONSTRUCTION: REPAIR. NODIFIOATION. OR t9ANDONUIENT ACTIVITIES.