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Home My WebLink AboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Luciano Pisciotta PROPERTY ADDRESS: 5406 Deleon Ave Fort Pierce, FL 34951 LOT: 8 BLOCK: 160 SUBDIVISION: Lakewood Park PERMIT #:56-SF-2217206 APPLICATION #: AP1610050 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1614931 PROPERTY ID #: 1301-614-0098-000-5 [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 Senticnew 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 [ 334 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X1 MOUND I CONFIGURATION: [ ] TRENCH [X] BED [] M F LOCATION OF BENCHMARK: SITE BM #2, NiD W side of Rd, near S PL extended W I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E P. ILL REQUIRED: [ZU.UU] INCHES EXCAVATION REQUIRED: [ 6U.UU1 INCHES The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of 200 gpd. y SPECIFICATIONS BY: Todd -A Re' old TITLE: Environmental Sp ecialist II APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian fAngram .p DATE ISSUED: 03/01/2 21 EXPIRATION DATE: 08/29/2022 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 AP1610050 SE1482000 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. St. Lucie County Health Department t 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2217205 BILL DOC #:56-BID-5134718 CONSTRUCTION APPLICATION #: AP1610050 RECEIVED FROM: Luciano Pisciotta AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 001646 PAYMENT DATE: 12/29/2020 MAIL TO: Luciano Pisciotta FACILITY NAME: PROPERTY LOCATION: 5406 Deleon Ave Fort Pierce, FL 34951 8 Lot: 160 Block: Property ID: 1301-614-0098-000-5 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 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4837919 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM ~`°D1 APPLICATION FOR CONSTRUCTION PERMIT APPICATION FOR: PERMIT NO.J4 ZZ G FV 2 DATE PAID : ZI7--12c'� FEE PAID: RECEIPT #: [ ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] AbP,15 onment [ ] Temporary [ ] APPLICANT: C_-(�. L % �� C1� C-ic) / AGENT: (j(J�/�:.� res �[�j,� TELEPHONE: MAILING ADDRESS:60 2 e 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} IINFORMATION LOT: BLOCK: SUBDIVISION: �D (,y�F�,�� 11L PLATTED: PROPERTY ID #: �_ Q " �I� ` ('yiv' � ZONING: I/M OR EQUIVALENT: [ Y / 01 PROPERTY SIZE: ACRES WATER SUPPLY: [}C PRIVATE PUBLIC [4,1 <=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / �] DISTANCE TO SEWER: FT PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: �� /hG�•�i /�`�- �'�,} �� ( J� Cr '7 l ✓� BUILDING INFORMATION Unit Type of No Establishment lu 3 4' [ ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC [ '] Floor/Equipment Drains [ ] Other (Specify) • SIGNAT �DATE : CZ�Z�j'77- C) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 w STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Luciano Pisciotta CONTRACTOR / AGENT LOT, 8 Luciano Pisciotta BLOCK: 160 APPLICATION # AP1610050 PERMIT # 56-SF-2217205 DOCUMENT # SE1482000 SUBDIVISION: Lakewood Park ID#: 1301-614-0098-000-5 • 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: 0.27 ACRES TOTAL ESTIMATED SEWAGE FLOW: 200 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 404.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 375.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: SITE BM ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / EOW ] 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 [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO) FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1 OYR 5/1 Fine Sand 0 To 12 1 OYR 6/1 Fine Sand 12 To 20 1 OYR 5/1 Fine Sand 20 To 24 10YR 6/1 Fine Sand 22 To 24 1 OYR 2/1 Fine Sandy Loam 24 To 60 1 OYR 413 Fine Sand 60 To 72 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1OYR 5/1 Fine Sand 0 To 12 1 OYR 611 Fine Sand 12 To 20 1 OYR 5/1 Fine Sand 20 To 24 1 OYR 6/1 Fine Sand 22 To 24 1 OYR 2/1 Fine Sandy Loam 24 To 60 1 OYR 4/3 Fine Sand 60 To 72 OBSERVED WATER TABLE: 24.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT I ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / HOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: 60 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WnSWT determined using USDA WSS soil borings. 10YR6/1 stripping in 10YR5/1 matrix >10% with diffused boundaries starting at 22 inches in SB1. SB1 and So21 IncRes below BM. Remove SL layer. SITE EVALUATED BY: 5 - V Reinhold, Todd (Title: Environmental Specialist 11) (Florida Department of Health in Ok DH 4015, 08/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 02/10/2021 Page 3 of 4 AP1610050 EID22'17205 V '1.0.2 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5406 DELEON Parcel ID: 1301-614-0098- Account #: 3566 Sec/Town/Range: 12/34S/39E - AVE 000-5 Map ID: 13/12S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Luciano Pisciotta II 6202 SEMINOLE RD Fort Pierce, FL 34951 Current Values Just/Market: $11,100 Assessed: Exemptions: $0 Taxable: Date Book/Page 12-04-2020 4518/1077 02-25-2014 3607/1348 06-10-2011 3300/1396 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Roof Cover: Frame: Story Height: A/C %: 0% Heated %: N/A% Sprinkled %: 0% Legal Description LAKEWOOD PARK -UNIT 12- BLK 160 LOT 8 (MAP 13/12S) Historical Values 3-year $9,050 Year Just/Market Assessed $9,050 2020 $11,100 $9,050 2019 $9,700 $8,228 2018 $9,300 $7,480 Sale History Sale Code Deed Grantor 0111 QC Casadine Tod E 0111 QC Parramore Jeffrey A 0001 WD Alvarez Judith A 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 Electric: Heat Type: Heat Fuel: Exemptions Taxable $0 $9,050 $0 $8,228 $0 $7,480 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Price $100 $100 $7,000 Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 ;.., ... (SF): Land Size (acres): 0.27 Land Size (SF): 11,700 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. 97n {fir Y F 7 r _.. , r r {„ ro T _ti� v wa. pv } .,`i y' fj'- F{' Y *N3 ? Jtiy.,� '}s 1y 's [ '�',< � x� x ; ' � - �'�a `'ti•i. "'� � �'•u x rt�.yy 7�y rt '.#�'�, ^�'�•�. �' ��.� �,- `'-'�i?' �� , . �' . 7 z k{. s, e a : , t •� r s. �"`� tro„�€ , '� �tt'x' '�gc i r�. � , - t :.•,fPJA ..,. ..-....:�'....._.t Fu. e.y.•—�.tis`•Y#.: .._�- ^K:;l+ �,�^4t�h bve:•.,..�.�, ....� T C 1 b �2Y sL f" t ,�9rx} - t.�,K .,£..i$y . 4 tom.._.....,. 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V..n3. 1 s. 3�tl-u'� .. a 1' ,� d' . tom. ^r ' V I'• 1 W �` '' � Custom Soil Resource Report St. Lucie County, Florida 21—Lawnwood and Myakka sands Map Unit Setting National map unit symbol: 1 jpvg Elevation: 0 to 200 feet 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 Lawnwood and similar soils: 41 percent Myakka and similar soils: 39 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lawnwood Setting Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 28 inches: sand Bh9 - 28 to 52 inches: sand Bh2 - 52 to 58 inches:. sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein 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 Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 27 inches: sand Bh - 27 to 38 inches: sand C - 38 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Ankona Percent of map unit. 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Electra Percent of map unit. 7 percent 11 Custom Soil Resource Report Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Waveland Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No 12 Bridge Web Viewer Fage 1 of 1 STATE OF,FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number -------- ------------------- PART II-SITEPLAN--------- =----------------- ',�� -" 5-1 �— �� XC� ✓�— utiJ (, �9- ' tb f` Site Plan submitted by: Q� °`� A-U Plan Approved Not Approved Date BY County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,10/96 (Replaces HRS-H Form 4016 which may be used) (Stock [Number. 5744-002-4015•6) Page 2 of 4 ittps:Hs2.ebridge.com/ebridge/3.0/webviewerNiewer.aspx?ref--KLzz6LnBIr9eTcB 17BYfKCnF9HLKwPj... 2/17/2021 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT PERMIT #- 56-SF-2217205 APPLICATION #: AP1610050 DATE PAID: FEE PAID• RECEIPT #: DOCUMENT # : P R1514931 •CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Luciano Pisciotta PROPERTY ADDRESS: 5406 Deleon Ave Fort Pierce, FL 34951 LOT: 8 BLOCK: 160 SUBDIVISION: 1-64woOd Park 1 s ; tFN:`: ['EGON, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 1301-614-0098-000-5 ID NUMBER] p' 0 � �. "� z a SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE IT�GopEFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F3A.C.• { . DEPARTME T,_ PPROVAL OF SYSTEM DOES NOT GUARANTEE � SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD 'OF:it'""'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 SeDtic new CAPACITY r 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 [ 334 ] SQUARE FEET Drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: SITE BM I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L 60 00 D FILL REQUIRED: [20.00] INCHES EXCAVATION REQUIRED ft ] INCHES p The system is sized for 2 bedrooms with a maximum b6cupancji of 200 gpd. T i :j H E -R . SPECIFICATIONS BY: 'Todd A APPROVED BY: for a total estimated flow of TITLE: Environmental Specialist II Environmental Manager DATE ISSUED: 02/15/2021 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHU 08/15/2022--} Page 1/ of X v 1.1.4 AP1610050 SE1482000 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 a>.=+. second copy, accompanied by the filing fees required byJaw4` it hey ourt of Appeal in the appropriate District Court. The notice must be filed within j�, days of6f;r ttion of the final order. "= Wit.,+` ! Rf' o b > � d f • � � � � � s µ 12 • �� CD {;# �24,.0 dt �sE#, # g ,5„' A. :. a 4. 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Si u�,+ �• •4; �' . � t a. pp66 �� pa_ .. 1 x� v r' : tar '�Y°'4 ' _:i'� �t� �' t� "' ... r F 1 ` � � 4 x� 4'r• °.p ag a�,•w - � _ 4 3 :#4 '� ! .r tt- I�, � "arAT "3 x �:.}y �. ` ; � a en '�#: ' l ^• , �y4"_,` `4 1 - r °' �'1e. wit ' ''i�' d ti"3 4-,� s+ ?� 'fir' e �z`1'^ E J0 • �it=.. ° �' « � h i r � a r,•.��' x ,. � �' r s��.Y. i' ?;.4 • s x r ' ,-r .��m ,"fit ( c 1th d ,. `e. ,�k.'x>�•'a•^ ?el' s I�i. '4 ' �i:_ � r -1"` , i^" "' ' # •., "ew i•s : . , ,. '` V�.�r', � S ra 'g�". Y w« °( •�:.5 s�',�.c .-tit c�'a�.'�..�:�"��r.�x.,1.x:�:�"s...-�u-s'_s:,,.:'"$.:� _..iz.:.:._.:h,°-...,tiEat?'.im .., �s3�.:� �..r._:.:•.. ,�. u"'� ._n..._. .. .� , re..�.?..,��..ei?ii5�..�.».s�.�..dkc.�.,�...fl •e_,. a..-. b;s.l.,.cl+$s,;�..-l.Lx �.aa'y'..s+.'t„_.....:_�r 1p.,s�lt..t.v...�,,._z.�.b..?......T`�.:�r_,..w.a�.. C C 10 FASTENING 1QQ&110N J - 8d COMMON (21rA.1311 ST TO SILL OR ORDER AST ] - 3710.131' NUTS TOE-NAL 3 - Y 14 CAGE STARES 2 - Bd COMMON (2$.0A3Ij 2. BROCING TO JOIST 2 - Y.O.ISI" NULLS TOE-IAL FACT ENO 2 - Y 14 FACE STALES I SOLE PLATE TO JOIST OR BLOCI0.9 Y.D.131- NAILS 0 8- o% I)RCAL FACE NOL 3- 14 GALE STAPLES 0 12" a/c 3 - 16D (Si'.0.1351 0 16- a/. 4. SOLE PLATE TO JOIST OR BLOCKING 0 4 - YA.131' NAILS 0 16' a/c BRACED .41 PANELS BRACED COAL PANEL 4 - Y 14 GAGE STAPLES 0 167 0% 2 - 16d (3$'A.162j 5. TOP PULE TO STUD 3 - Y.0.131, WAS END NAIL ] - S' N ME STARES 4 - Bd COMMON (W.D.I311 1 - !"A.1l1" NVLS TOE -NHL 3 - 3' 14 LAZE STAPLES 6. STUD TO SOLE RATE 2 -16d COCOON (3YA 1621 3 - Y.0.151" NAILS END KUL 3 - 3' 14 Oka STAPLES 16d (3S"A.USj 0 24' o/a 7. DOUBLE STUDS 310.131 TUNS 0 B" o/c FIFE COAL 3" 14 VlA STAPLES 0 8" a/c I6d (S6S9.155j 0 IS- a/c 3"0.I3I" RAMS D 12- o/c 7iPIOE FACE NAL 3" 14 CAPE STAPLES 0 IY o% S. DOUBLE TOP PLATES 8 -16d COMMON (W.0.1621 12 - J'A.131' COALB LAP SPLICE 12 - J' 14 WE STAPLES 3 - Sd COMMON ()rA.1311 S. BLDCINO BETWEEN J°6R OR TRUSSES J - 3.0.131' WAS TOE-KUL TO TOP RATE ] - ]• 14 TALE STAPLES 2 _ 16d (W.0.1621 10. 70P RATES LAPS AND WrERSECDDNS 3 - YA.131' KALB FACE KUL 3 - 3' 14 GALE STAPLES II. ON➢NUOUS WADER (2) PIECES 8 -16d COMMON (3YO.1621 16- 0/1 ALONG TOGA 12. COK NVOUS KCADER TO STUD 4 -ad OONMOL4 (iY'A.IJ17 TOE -COAL 16d OV 0.135j 0 N' 0/c 0 24' a/c 13. %XT-UP CORNER STUDS ]'A.131' WAS 0 16, o/, 0 I6' ./c Y 14 ME STAPLES 0 16- a/c 0 IV o% 20d (4"A.1921 0 Jr a/c3'.0.131' NNS 0 24' a/. FACE MOIL 0 TOP d: BOTTOM STAMERE° 3" 14 ME STAPLES 0 24- o% ON OPP. STIES 14. DOUBLE TOP PANES 2 -20d COMMON (4'A.1921 3 - 3A.131" KAULS FACE NVL 0 ENDS AND AT EACH SPLICE 3 - Y 14 GAGE STARES 3 - 16d COMMON (W.0.1621 IS. JOIST TO BAND JOIST 4 - 310.131' NAILS FACE KUL 4 - 3" 14 ME STARES Jr AND LESS SeJ a OOOO STRUCTURAL PANELS AND PARTICLE 2r.0.1 I NW BOARD SUBFL°DR, BOOT AND WALL 0"", 16 Me SHEATHING (TO FRAMING) li'y' To ?, Be OR SINGLE FLOOR (COMBIRADON 2' 16 "IT SUBLLOOR-LNDERUYYNENT ID FNA106) Be %7 TO 1' 10} OR 88 Dr To IY.' P o Q SITELd O J ST. LUCIE COUNTY INDRIO ROAD (NOT TO SCALE) PROJECT DESIGN DATA JIR6dC?ION. . 54nllu"CwuF - COOE PROJECir4NE PRDaEMTAmREss FBG202p m ECsm mrllP"• d4mDal.mAnFo"Pb,.a AtaA9e1 ARL"iEGiElKia:ER PaM WMN He R6NGTEfM]RY 1 lEMl BltpA31E44T 415'P TOTAL SQFf: 640 SQFT POINTS OF EGRESS: (3) DOORS Min. Plywood Decking Requirements 170 Exp. B Risk Cat II Min Plywood Th icknes 19/32" Min.Nail 2-1(2"W.131" IRS Spaceing Edge/Field 4" O.CJ6" O.C. Manufacturer. EZ Portable Buildings, Inc. (MFT11604) Plan Number. Gable-2017 RI LOCATION MAP MODIFIED TO MEET RISK CATAGORY 11 REQUIERMENT OF THE 2020 FBCR 7TH ED. C&C Va,d Wall Wind Pressures 170 B Risk Cat. I1 H<15 Ft. Zone 4 Interior Zone 5 Exterior A) 10 SF = +25.6 / -27.7 E) 10 SF = +25.6 / -34.3 B) 20 SF = +24.4 / -26.6 F) 20 SF = +24A / -31.9 C) 50 SF = +22.9 / -25.1 G) 50 SF = +22.9 / -28.9 D)100SF=+10.0 / -23.9 H)100SF= +10.0 / -26.6 E)500 SF = +10.0 / -10.0 1 1)500 SF = +10.0 / -10.0 Garage Door (Min. 2'-0" from comer) J) 9'x7' +22.6 / -25.6 1 K)16'xT +10.0 / -24.1 SHOE FLOOR (cCUS RUI SURFTOOR-UN'OENLAYLOT TO FRAMING) > Y, AND LESS 6d 'S: TO I• BJ Ui TO I" 1pd1OR8.A A' OR LESS I. w.anw-4vsM.N me (eo-lN•alo4•m UL'ml>.i a nve Llm'm�'m )6'nMa'1 xa. 4 -St Nc 1 x� ,C� l �n�+1 f ftg '"'1"' Lu` Uu"`Y Environmental Health Plan Approved for Constru 17. 299. 6,EEL 6pPNG (10 iRAM91G) "� °:ed uMAMP� � N0. II GALE ROOFDND NAB Site ' 18. FIBERBOARD SHUTICK0 6d COMMON. KUL (2"A.113j NO 16 GLESTAR QGAGE Su ersedes AII'Previous Site PIS x0. n ROOFING I1Vl' N4 COLM SA (2K-'0.1]Ij f1CTn_ NO 16 °ALE STARE 7i SG -SF 22%72Fi5 R wAu if Date: Zoe/ _ Reviewer: for m � � I I ' TrdlSrerse F` LDngtdnal 411)Bi.IDA M O U °" Bue^ P ZY2^ 00�•ED NW Lm I4CJNV Otl'jTN` U ° W 0¢=J °uh m 6'WmmP J n�3edl °aLAaD Q Rim N a u- L s LL N 0 X H d Wok0 ° O 2 N] c x m ° )- rt e x 1° Na ° o u U0 S a °C cAS� 4 DATE aC/AE aDB _ SHEET C1 tY sAEETs FDOH in St. Lucie County Environmental '.Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5G-5f-ZZ17us & well # 55-3t359 Date: 3 t ,=zo Z I a,,; Reviewer: ,:EY• CLOSET b MASTER BEDRM BEDRM 4 LIVING/KITCHEN ® o� BATH 0 0 CLOSET / ------------------------------------------------------------- L________________________________^_______________^_^_______^______ FLOOR PLAN 005 SCALE: 3/4" = 1'-0' A/R:N/A =m U mom° a ZQ?^ P WFpzumram � .5T R U J W nao� �WmmP M" m o-a Q 4=m w d o u � f N � 0 P � g 6 X � u W p m o s = s Z $ o� pu z �n NQ - Y Nm z. a p tlp oC u 5n O MlE SG,E St060tlam 9EE, 005 9,EEfs Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. f. HEALTH Vision: To be the Healthiest State in the Nation Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General 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(a),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-WELLSCaD-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 Accredited Health Department 5150 NW Milner Drive • Port St Lucie, FL 34983 public Health Accreditation Board PHONE: 772/462-3800 • FAX: 772871-5360 StLucieCountyHealth.com STATE OF FLORIDA PERMITAPPLICATION R) t O?2ISTRUCT, REPAIR, MODIFY, OR ABANDON A WELL 64 rsfE �� 6I 7outhwest PLEASE FILL OUrALL.APPLICABLE FIEUIS 0 �g r z` Northwest ('Denotes Required Fields Where Applicable) C'St. Johns River " 771e wnior wall euntraaln rs respont:rbfo ear vmpiedrrp qSouth : Florida Mir roam anq fonvardbla the ponnrr apptfoadon 10 Iho $uwannee River app+uprkile derollaled aurhatity where appircaaro. �O+awvet4u`++ DDEP O Delegated Authority (If Applicable) ,...� J.. 'Owl Na o f Corporation . �. c. Adc�- ....+_._�C.}_it_y �.,.. _ .._... 2. - 'Weicello Add ass, Roil Nalne or N fn r 'ity "Narce�to,(PIN)orAltem < y CIr e) 00 _ . 4. "Section or Land Grant °Township Range aunty Subdivisior 411 'Water Well Contractor �, r �a q f� � "License Number 'Telephone IN nbe ,V, 72L H YLj1, t5 No. 59-31359 ...................._........ ......_....._. __,_._..._ Unique. ID Stipulations Required (See Altscluld) Ound No. UP Application No._ Stater `LIP _ "ic�lepliono Number Block- Unit " """'-,} 1. Checit if 82N; _ Yes -I !Jo 7. "typo of Work: ,- Construction :RnpZir ^`Modifioatiarl „ ., .,, Abnndonment 8. 'Number of Proposed Wells ___J_,_ _,__ _„ 'Roanon for R palr, Modlfil: tiara, o r�j (;n rp 9. *Specify Intended Use(s) of Weli(s): ��.I- _XDomestic —.Landscape Irrigation _Agricultural Irrigation —.Site Investigation --Bottled Water Supply _,_.Recreation Area Irrigation , LlvostoCic __Monitoring Public Water Supply (Limited Use/DOH) Nursery Irrigation �7osl Public Water Supply (Community or Nan CommunityfQCP) ~-- -Commerciallindustrial -Earth-Coupled Geotherm: Course Irrigation _,_- HVAC Supply _____Class I Injection -HVAC Return Class V Injection: -_,,,_Recharge Commercialfinduatrial Disposal , ^ Nquifer Storage and Recovery... ,_,DrainageFDI Remediation: --Recovery Recovery Air Sparge ___Othor'(ocscribu) ENVI CB 1 5 21021 in St Lucie County N�iNi�t�;e►d�>"Lr _.._._.___..._..(Nam, Notaxtypd,oNnu.nnr nnntuudlyn,9(renpurmutx,0,autnnruy) 10,'Distance from Septio System it =200 ft, 11. Facility Description _ 12. Estimated Merl Date _ 13,'Estimated Well Dept4o _„ it. "EgtimatodCasing Depth. . � 1 it, -Primary Casing Diameter._.. _�^in. peon Mole: From _TaiL 14. Estimated Screen interval: Fro-F.ft, 15.'Primary Casing Material: ...-.-Black Steel -.__-_-_ --- Galvanizer) _XPVC Stainless Steel Not Cased Other:_ 16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter . in. ^ 17. Secondary Casing Material: 8laetc Steel Galvanizec) PVC Stainless Steel _Other 18 "Method of Construction, Repair, or Abandonment: _-_ _ _Auger Cable Tool -_ Jett. Rotary Sonic _Combination (Two or More Methods) __ Hand Driven (Well Point, Sand Point) _ H raulic Point (Direct Push) ,.,____Horizontal Drilling _---Plugged by Approved Mothod 19. Proposed Qp outing In val for the Primary, Secondary, and Additional Casing: From_ TaM_Seal Material (Bentonite_ Neat Cemor.L Other__,_ Material From To Seat Material (Bentonite,____Neat Cement,_,___ Thar ,_,,,_,.„-__,-„ __„-.) + From To Seal Material (_Flentonlle Neal GementOlher� } s:_- 20. Indicate total number of existing wells on site _Y List number of existing unused wells on site e 21.'Is this well or any existing well or water withdrawal on the owner's contkluous property covered under a C,onsumntivelWater Use Permit (CUPANUP) or CUPNVUF' Application? Yes VD No If yes. complete the following: CUPIWUP No. ___- _-,_ District Well ID No. _ 22. Laliiude._-__ Longitude 23. DatA Obtained From: GPS _ Map __.,__Survey _ u ` Datum: NAD 2 % NAD 83 WGS 84 t Iwarhy randy loll I u111 tardy valh Inn arvil"AMn nrND nr 1414 da, RAW. AtMunlAmltvn Cntu. a lilt Ih.11 n Wnlnr I "Alldr Illal l ram um twill r nrlhn Mupndy, DW th-9 mtdluo lltowind of W7 NAIA. and IKnI DAI ahem of my .unp,mwtry amllrmlrnrJwru Tarn.11,ilnpPdnd. Iron hr,nil ut,ri imnhlAmxd onnr lu U,tnm+Mtnninm of ad' ro•pnmhddm under Chdrdor 37S,Flom Stsudnr.I6M01tVn Wp.VFdy Martontivdvuli,rr, itonfrythll 104, ;n llfut ✓.u1. I hwontamly thol oil D11011n0W P oytJnd hi lhls 411"loll rO d,Yuralo And ",of land Wn,wn 0.0 DllonI Iv In. uanff, Ind th.l.Wollmho+, rym'idad.A 4=1015. nod port l havn ndnrAWn IN w n at DI Itu" ^ nW.o 'y ,q;puval our, VOW fudw'd Wab, w haul pwumm":s. d ur''.nlr+'bla I uwou hls w ;JA a wad rudpuns,udbua iu +luturl uborn. 0mlef rdmwilu to D4dvnMJ pmswmd rat linvollo rxMiplod Auttonly Uwoui �.J.- miuloonruDwlin4WOislddtybtoln:10dAyseAu,MIPIL ID11deto(10011"llpLrepior.ir,01416tul.tlr 10am milo11N DIt'r o op Irolhhtutibb,utowndDrmiAntuup)ondudbylnidpxrnul. dlimilcunmd uuDWnled ty I1119 pordDL or Uw OMNI. 0APKIWA, rdmmorw'utteura foal. IF "Sin ur of contractor "IF iapiso No. `'8klnattJre of caner 1 r g t 'Date Approval Granted By _ Isstio Dale / Z i Expiration Date Jam. OlogistApproval IldllalS Fee Received S _ _.� . _ ._.. ._ Receipt No. _ r w _ Chock No. THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZi 13 OPFICER OR REPRESIENTATIVE OF THE WMD OR oELEGATED AUTHORITY. THE PERMIT SHALL SE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION. REPAIR, MODIFICATION. OR AaANDONMENTACTIVITIES. DFP Form: G2-537..900(1) h7rorporatod in 62-532.400(1), H.A.C. Effenlive D3trt: DrEobor 7, 2Dl0 Pago 1 of 2 SECTIONR]DI MNIMUM RDOM AREAS 0.TOI.IMNmum u••. WtiNd• roam Ndl haw •Soar •ru PI ml Ina ih•n 7b pu«• Net (0.3 m21. Eu•Pmn: Kithena. R I,tUwnlmum dimembna. —)In•none .W b•rNlbu Nen)NN 1213e mml in uY hadwnbl tl'vnnabn. E vbn:Klt— I2OSJ floomuee. EwN drmpnp unit ahaP hrva elb•alorn room bat sMA Am nollna Nan 12P aptun fast of mt loaran•.OKNrhebiN6N toarm ahel luw •mlKoareroa olnot kaa then )D aflu•n bat Eseppon: KRAena u• notnauiad b G otaedninum /oor erta. vd'rrlT@nwtl vpnarwwwa �w�d iMNnmw >. Y«P: mT.w.v^a .«•wrriw�«wss.rrrymdm R30t.3WghlaltM on nanam. TM"^","<"'w.«....�..aa.>.mva..w.ye.�.y mma.er«..m.�m.aa.�oa»m.P •.+e.�. 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T])e9 Cmatm» wN•q' rm mYtbA Rvauct FvwCen bcvrt t�amMmA•l �rtanY: �� s err w aesga Peafuc, ar eMtautm mawcae�ra teaw[` Im.wme�mai Nwnv. ru DCORP—I-t APP,ovISUb ATTACHMENT DETAIL ZZet].6 cee•Nae ptnl Else-»npee Poor w[ 6'-e•opapue VS a W. 3N[N Door 1. ANCHOR ANALYSIS FOR LOADING CONDITKINS PREPARED.SIGNED AND SEALED BY ROBEITA LOMAS. PE Umb of Va•r CerlMlun•n Agency CeHKicab WITH THE LOWEST RE. IFASTENER RAND FROM THE DIFFERENT (FLORIApproved /B tvru••NMvnx,Yn Apgavee tvr weawNe NVMbru tmpaa MaNbnn r» yr>,:+)�>Si^ r o1 .vm Ouauq aunne. Cpnenv]hpinfbn rob FASTEOA FASTENERS BEING CONNERS ANALERED FOR USE. JAMB. HEAD, AND NO THRESHOLD FASTENERS AIt4- O FOR UfJITCALVOE Paalpn Praavun:.)P/•)p DNnr. EeWeW la uwbb.mbm edoama m,ne Pratla 06/]tV3p)S bablNtbn tm,nelbm . IlP WOOD SCREWS OR I/A' TAPCONS. APHYSK;ALSHIIA MUST BE PLACED W SHIM WmrN apes. wclgp [w v dl;rZv, w»n«eaaum rcpurarema dv rot ef[eee ,K eeagnpmvaef »vv By:M 11 rr...n veraktl By: tYtbnal Accme•atema Wiularmm 4ettme Deed TAPHANCMOfl SPACE N. LOGTION. TPPCON EDGE DISTANCE MW 21(L.WOOD GCflEW EDGE DISTANCE MIN ]/ Ntr0.3'-0•ae'•Cnoa ntMnlfl[e. WINnNgct mb,arceb rtAvwa.Iwntarc avttt[M Mtcm rc[mAurea. XC Pwr.W- FIOTtl tar detaEc. ay lMepeM<m Tnw vent': p•lu•tbn Pelmr« Flnpa aT♦ • eeef Creetee Ey lMepe rty: Yez P, 2- THE WOOD SCREW SINGLE SNEAK DESIGN VALVES COME FSUAENOA FOR ERN RIVE AND AC ME OF 1-1 12 MINIMUM EMHmMEW. HE TAPOON MUST ACHIEVE MINIMUM EMBEDMENTOF 1 -I / X. I I I I ELEVATION 21.50 FEET (NAND B6) Ip m a m 1� Im -----------------------( I I I � I I I I I I I LOT 9 s I I I I I I I I I I I I I I I' I PROPOSED 1 STORY WOOD FRAME RESIDENCE I ON CONC. FOUNDATION I PROPOSED F.F.E. 23.60 FEET --------r-------------- ------- --------------- I I ; I WASP 0 T 8 I I 16-0' I I I I ; I I I I 1 DRIVEWAY —_ — b s I e o I I ; I SELBACKUNE I Ir------------- I i I I SFPTICSYSTEM SIZETBD i SEPRCTANK — _ — — — L — — — — — — J — — — — — — — — PHOPEflttUNE ' LOT 5 rl-"\ PLOT PLAN SP SCALE: 3/I6- = V-0- A/R:N/A PEVISiCNS BY ]Gi 9ID AT i @Q m U mW- a aa- P Z m Q D � NWfPr L34- J aQWWLL w 3 m ¢wmmP 0j3¢V1 cum Gtm. Q 4am N EL f - ad o � m o _ v X iD w a O S = o Z � xBy aN IS n tlo 2G IS P O O O u? P P - OE e • un ud � I CIO LL W,E tR•11.21 [AAVM StWDdmn SP EH } S St. Lucie County Health Department HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #: 13ILL DOC #:56-BID-5134554 RECEIVED FROM: Amerian Drillinq 2411 AMOUNT PAID: $ 115.00 PAYMENT FORM: CREDIT CARD 031011 PAYMENT DATE: 12/29/2020 MAIL TO: Amerian Drilling 2411 405 SW 2nd St Okeechobee FL 34974 FACILITY NAME: Amerian Drillinq 2411 PROPERTY LOCATION: 405 SW 2nd St Okeechobee FL 34974 Lot: Block: Property ID: • EXPLANATION or DESCRIPTION: -1 - Well Construction QUANTITY FEE 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4837723 Note: 59-31359 5406 Deleon Ave