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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: Peter Leonherdt PROPERTY ADDRESS: 18601 Orange Ave Fort Pierce, FL 34945 LOT: BLOCK: PROPERTY ID #: 2210-411-0002-000-0 SUBDIVISION: QIOC7-0$`49 PERMIT #:56-SF-2260666 APPLICATION # : AP 1637491 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PRI665883 [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 Sentic new 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 [ 500 ] SQUARE FEET Drainfield new 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, Red capped IR, N of system I ELEVATION OF PROPOSED SYSTEM SITE [ 7.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D F O T H E R REQUIRED: [14.UU] INCHES EXCAVATION REQUIRED: [ 3b.UU] INCHES system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of gpd. ling Lift Dosing. must be certified as suitable for distributing sewage effluent. SPECIFICATIONS BY: Brian J Ingr9y TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III Brian J Ingr DATE ISSUED: 05/20/2021 EXPIRAT3 f DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC v 1.1.4 AP1637491 SE1522794 CHD 11/20/2022 Page 1 of 3 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. ` l Y5`� ti St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2250555 BILL ooC #:56-BID-5198933 CONSTRUCTION APPLICATION #: AP1637491 RECEIVED FROM: DiFrancesco Construction AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 1935 PAYMENT DATE: 03/12/2021 MAIL TO: Peter Leonherdt FACILITY NAME: PROPERTY LOCATION: 18601 Orange Ave Fort Pierce, FL 34945 Lot: Block: Property ID: 2210-411-0002-000-0 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: AdamsC AUDIT CONTROL NO. 56-PID-4903405 Note: W/ well #59-31645 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: 'A ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ New System [ ] Existing System [ ] HoldingTank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: ?e- •A --z.� c5 ;n }� Av c1 f AGENT: 1� j fj�fa� 11i�i lcr1LI�Ct3 It �i` �(�ii l'rA)5'T L-LQI i cTwLTELEPHONE: 112 - 201 1 t (l MAILING ADDRESS: EL140 F-F FLO 3VII/S 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 P)-ea5y+ s e � Svr v-e' r LOT: BLOCK: SUBDIVISION: PLATTED: PROPERTY ID #: - 2�/) •- Zj ff- oDO Z •-' Of? U V ZONING: I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0,53 CRE WATER SUPPLY: [1f] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: `jj 6 e A DIRECTIONS TO PROPERTY: 1.y �YU'it �% 5 ' r✓tn { IoJi 5 1 of BUILDING INFORMATION Unit Type of No Establishment RzS( C%vLC-2 2 [(%j RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC b Z c) 3 4 [.Z] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: 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 # AP1637491 DEPARTMENT OF HEALTH PERMIT # 56-SF-2250555 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1522794 APPLICANT: Peter Leonherdt CONTRACTOR / AGENT: LOT: Di Francesco Construction BLOCK: SUBDIVISION: ID#:2210-411-0002-000-0 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: 18.36 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 45900.02 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, Red capped IR, N of system ELEVATION OF PROPOSED SYSTEM SITE 7.00 [ INCHES / FT ] [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 100 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: 100 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO) 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD ROTT. PROFTT.F. TNFORMATTON RTTF. 1 ROTT. PROPTT.F. TNFORMATTON RTTF. 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Loamy Sand 0 To 9 10YR 5/2 Sand 9 To 20 10YR 6/1 Sand 15 To 20 1 OYR 5/8 CMN/PRM RF 18 To 20 10YR 7/2 Sand 20 To 27 10YR 6/1 Sandy Clay Loam 25 To 30 10YR 6/2 Loamy Sand 30 To 48 5GY 6/1 Sandy Clay Loam 48 To 60 5GY 6/1 Loamy Sand 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Loamy Sand 0 To 10 1 OYR 5/2 Sand 10 To 23 10YR 5/8 CMN/PRM RF 18 To 23 1 OYR 7/2 Sand 23 To 29 N 6/ Sandy Clay Loam 29 To 35 N 6/ Sandy Loam 35 To 50 5GY 6/1 Sandy Clay Loam 50 To 62 5GY 611 Sandy Loam 62 To 72 OBSERVED WATER TABLE: 65.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: i PERCHED /I APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 18 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fill - Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR5/8 CMN PROM RF mottling in 10YR6/1 matrix >2% starting at 18" in SB2. SB1 8" below BM. S132 T' below BM. r SITE EVALUATED BY: DATE: 05/03/2021 Ingram, Brian (Title: Vyjonmental Specialist 111) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions whichnot be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1637491 EID2250555 v 1.0.2 35 INCHES APPLICANT'S NAME: R LEGAL DESCRIPTION: ;Z2/6 —4!/- �Z/ti-� 414°- aQC)/-- QG?%" Pk&&JEli SEPTIC SYST'E1f Sl; . r... � _7 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. iloo ii,rmtiscplics.ScplicApppP;ILe_U7 S'ARry�'. ®pSe Np�B Oho V : �j° 4971 ®� CERTIFIED BY:' FLORIDA' ROF ;`FALFLORIDA Su ve '��,,'ya%�� Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address:18601 Parcel ID:2210-411-0001- Account#:12455 Sec/Town/Range:l0/35S/38E ORANGE AVE 000-0 Map ID: 22/09X Zoning: AG-5 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Peter Edwin Leonhardt 10 35 38 W 1/2 OF E 1/4 OF SE 1/4-LESS N 202 FT FOR RD 453 Henry Veech RD R/W AND LESS S 49 FT FOR CANAL R/W- (18.36 AC) Finchville, KY 40022 Current Values Historical Values 3-year Just/Market: $99,144 Assessed: $36,720 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $36,720 2020 $99,144 $36,720 $0 $36,720 2019 $99,144 $36,720 $0 $36,720 2018 $100,246 $36,720 $0 $36,720 Sale History Date Book/Page Sale Code Deed Grantor 02-10-2020 4380 / 2589 0205 WD Sciturro Jeffrey F 05-24-2003 1720 / 1022 XX02 QC Sciturro Jeffrey F 05-07-2002 1524 / 2852 XX02 TR Miller (TR) Joseph G Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Year Built: N/A Frame: Grade: Primary Wall: Story Height: No. Units: 0 Interior Data Bedrooms: 0 A/C %: 0% Electric: Full Baths: 0 Heated %: N/A% Heat Type: Half Baths: 0 Sprinkled %: 0% Heat Fuel: Type Price $450,000 $100 $175,000 Building Type: - Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 (SF): •e s Gross Sketched Area 0 Land Size (acres): 18.36 Land Size (SF): 799,761.6 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. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. 27° 26 27 N 27' 26 28' N 3 Custom Soil Resource Report Soil Map 3 547MI 5TIm 54W 547945 5479M 54M 547959 547977 547M5 54M 3 3 S ` � Map Scale., 1:353 if printed on A landscape (11" x 8.5') sheet � Meters N 0 5 10 20 30 A0 15 30 60 90 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 2T 26 2V N 27" 2629` N Custom Soil Resource Report St. Lucie County, Florida 55—Winder loamy sand Map Unit Setting National map unit symbol: 1 jpwk Elevation: 0 to 30 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 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 transects of the mapunii: Description of Winder, Drained And Bedded Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Concave, convex 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 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 12 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent 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 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) Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341FL) 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 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 content: 5 percent 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 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: CID Forage suitability group: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Other vegetative classification: 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 11 Custom Soil Resource Report Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Riviera Percent of map unit: 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) 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 Other vegetative classification: Sandy over loamy soils on stream terraces, flood plains, or in depressions (G156BC245FL) 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 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: Concave, linear Across -slope shape: Linear Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341FL) Hydric soil rating: Yes Wabasso, gravelly substratum Percent of map unit: 2 percent Landform: Flats on marine terraces 12 Custom Soil Resource Report 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 (G156BC141 FL) Hydric soil rating: No 13 APPLIG NT'S NAIME:_ Rzkr LEGAL DESCRIPTION: Aw-ee- . �PI QPOSEI S I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or Surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location. of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, 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. dues Fnrtns?septiesrSepticApppPege_Il7 `,`jj11111111///,/ a`E NARK '�• ., O • Vr �4971 CERTIFIED BY: FLORIDA ROFE. S1� NO.: g� Q DATE: Jba TMOR •' 3 APPLICANT'S NAME: ;DGkY LEGAL DESCRIPTION: Allredl w ;L2/6—411- 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. dues fnmikscpties:ScpticApppPagc_g7 \`��111111111/// ose Idund ' O� s S° 4971 a� ' CERTIFIED BT_ /C.; j� Arvnld FLORIDA ROB SIONI A fN DATE;� ip or ._,.a s� 3 111 Mission: To protect, promote & improve the health of all peopre in Florida through integrated state, county & community efforts. - Y 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 772-8734936 or email SLCDOH-WELLS(aD-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-WELLS(aD-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: 772/871-5360 StLucieCountyHealth.com STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT; REPAIR, MODIFY,"OR ABANDON A WELL Permit No, O Southwest NorthwestE FILL OUT ALLABP.LIGABLE.FIELDS *PLEASDanotes,Required Florida Unique ID 5g-31645 Fields Where Applicable) permit Stipulations Required (See Attaohea) ❑ St. Johns. River 0South Florida The waterwellcontracror)sresponsible for coinpleong - QSu1Narinee.Rlver thisfotmand forwardingthepemtlrappilcuilontothe appropriatede)egatedauthoiltywiteieapplicaWe. 62-U4Quad No. DelineatlonNo. — 17 DEP O Delegated Authority (If Applicable) 1, Peter Edwin Leonhardt 453 Henry Veech RD Finchville, KY . rya, r.a,,,o 1, vutpurauon -Aaaress -city *State 'ZIP Telephone Number i313.0 2. 1 1 Orah4e Avenue Fort Pierce FL *Well Location - Address, Road Name or Number., City 3.2210-411-0001-000-0 4. ;Parcel ID No. (PiN) orAltemate Key .(CircleOne) Lot Block Unit 0 35S 38E St. Lucie Check If 62=524:❑ Yes ❑ No *Section or Land Grant *Township *Range' *County Subdivision 5, S_cott's Drilling, Inc.. 11:213 772-489-6117 scoff tsdrilling@bellsouth:net *Water Well Contractor "License Number "Telephone Number E-mail:Address 6.5014 Palm Drive Fort Pierce FL .34982. "Water Well'Cohtractor's Address City State ZIP 7, *Type of Work: Q Construction ❑ Repair ❑ Modification❑ Abandonment . 8: *Number of Proposed Wells ONE 'Reason foe.. Repair, .ModiGoatioh or Abandonment 9. "Specify Intended Uses) .of Well(s); n D D ��%%i c ✓ Domestic Landscape Irrigation Agricultural Irrigation Site Investigations (,� �J L Bottled Water Supply B Recreation Area Inigation ® Livestock Monitoring Putilie:WaferSuppiq (L.imited Use(DOH) ❑ Nursery irrigation Test Public Water Supply.(Communily orNon-.Communliy/DEP)® ComMerciaYJI strial . Earth -Coupled Geothermal M AY 2 0 2021 Class I Injection Golf Course Irrigation HVAC.Supply" HVAC Return 'lass V Injection: ❑ Recharge. ❑ Commercial/Industrial Disposal ❑ Aquifer Storage and. Recovery ❑ Drainag�D. H in St Lucile County 2emediation: ❑ ❑ RecoveryAir Sparge ❑ Other (oes&itia> ] Other (oescrlbe) 10.*Distance.from Septic System if 5,200 t —75 + 11. Factllty Descripfidri .Inge Family,lResidence 12. Estimated Start Date 13."E6t1mated Well Depth 1.20 ft, -Estimated .Casing Depth' 100 tt Primary Casing Diameter 2 in. 'Open Hole: From To ft. 14. Estimated Screen Interval: From 100 To 120 ft; 1:5."Primary Casing Material: Black -Steel Galvanized ,/ PVC Stainless Steel Not:Cased Other: 1.6. Secondary Casing; Telescope Casing; Liner Surface Casing 'Diameter in. 17. Secondary Casing Material: Black Steel Gaitiaritaed PVC Stainless Steel 1 B.Wethod of Construction, Repair, or Abandonment: Auger Cable .Tool Jetti ✓ Rotary Sonic Combination (Two or More Methods) Hand Driven ovell Point, Sand Point) (Direct Push) Horizontal Drilling Plugged. by Approved Method Other (Describe) 10. Proposed Grouting Interval for the Primary, Secondary,:an4-Pent From D To 100 Seal Material ( Bentonit Other 1 From To Seal Material ( Bentonite Other ) From _ To Seal Material ( Bentonite Neat Other ) From To SealMaferial.(. Bentonite Neat Cement Other 20. Indicate total numb'er.of existing wells on site :List number of:existing unused wells' on site: 21 *Is:this well or any existing.,wall or wat Iffdrawaalon wner's contiguous,propertv covered under a ConsumptiveNVater Use Permit (CUP/WUP) orC.UPNVUP Application? Y omplete the followfng: C • NVl1P No. District Well ID No. . 22. Latitude 23. Data Obtained From: GPS Map Survey Datum: MAD 27 . . -NAD. 83 INGS 8.4 1 iwreby ceritry that I Wconiplywith the applicable rides of Title 4a, Florida Administrative Code, and Unit a water I'eertity that I am the owner oGlha laopetry; that the Information provided is poueate: real that om aware of my uspparmitor. adifidal rechate permit. If needed, has boon or wig be obtained prior: to'commwicemard ofwoll responsibilities under: Chapter 373; Florida Stelules to mulntain or property abandon this well; or; I certily that I am Construction. I Nether oenify.thatall Information provided in this application is aaurate,and .that Witobtain � the agent far the owner. that the Information provided is it=farte; and that I have Informed the owner their necessary approval from omar tedorid stoto or local oovonmrents If applicable .1. agree to provide awes ,respon51t9iities as slated above: OWnercoruentsroogmyli,apersonnel of lhisVJMD or Delegated Authority axaas mpiotion re on to tl e 10,1.1t 1ughln 30 days artor cotnplatlon of Die co rshuNan, repair; inodiAaetlon,'of y�o Ihs well Mia,duilir0 the conslrucilgit, rapair, modification, 9OWndonment authorized by Ihis permit, Approval Granted By Fee Received $ 11213 'Licetise:No, 'Receipt No. Issue Owner orAgent Expiration Check No. 'Date Approval Initials THIS PERMIT I.$: NOT VALID: UNTIL PROPERLY SIGNED: BY'AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICATION, OR ABANDONMENT ACTIVITIES. BENCHMARK A ELEV.=21.43' I • 492.5' AREA 21.00 21.18 1 21.19 0 COVERS 21,17 2107 21.18 �22130 PORCH o �21.23 21.12 I 21.40 x 21.13 y�21.09 �� 21.1� a 21.20 21.15 0 PATIO x 22.95 I HOUSE PAD x 23.26 2455 SCREENED = PORCH 24,81 15.0' , N 4.45 I 20.0 120.4' 220' 'PROPOSED DRAINFIEW b2oi�lr� +•325 SQ FT IRRIGATION VALVE SMALL DdCH I 23.20x COVERED ENTRY 21.84 22.72 DRIVE so.o' 2 ' PROPOSED o CBS STRUCTURE A o MINIMUM FFE = 25.0' o 32.0 .66 18.0' 24. 1 23.38 =o 4,29 I 4,64 a 24.91 PROPOSED WELL o 23.84 AND WATER LINE I a _ o 0 I 0 rs n = 0 I 0 I 0 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address:18601 Parcel ID:2210-411-0001- Account#:12455 Sec/Town/Range:l0/35S/38E ORANGE AVE 000-0 Map ID: 22/09X Zoning: AG-5 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Peter Edwiri Leonhardt 10 35 38 W 1/2 OF E 1/4 OF SE 1/4-LESS N 202 FT FOR RD 453 Henry Veech RD R/W AND LESS S 49 FT FOR CANAL R/W- (18.36 AC) Finchville, KY 40022 Current Values Historical Values 3-year Just/Market: $99,144 Assessed: $36,720 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $36,720 2020 $99,144 $36,720 $0 $36,720 2019 $99,144 $36,720 $0 $36,720 2018 $100,246 $36,720 $0 $36,720 Sale History Date Book/Page Sale Code Deed Grantor 02-10-2020 4380 / 2589 0205 WD Sciturro Jeffrey F 05-24-2003 1720 / 1022 XX02 QC Sciturro Jeffrey F 05-07-2002 1524 / 2852 )CX02 TR Miller (TR) Joseph G Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Year Built: N/A Frame: Grade: Primary Wall: Story Height: No. Units: 0 Interior Data Bedrooms: 0 A/C %: 0% Electric: Full Baths: 0 Heated %: N/A% Heat Type: Half Baths: 0 Sprinkled %: 0% Heat Fuel: Type Price $450,000 $100 $175,000 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 Land Size (acres): 18.36 Land Size (SF): 799,761.6 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. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. • la( r��lR; HEALTH W dr �> wmotlolv P-6` f St. Lucie County Health Department 5150 NW Milner Dr. Port Saint Lucie, FL 34983 O1 V Vyu%— PAYING ON: #: 56-SF-2250555 BILL DOG #:56-BID-5198933 CONSTRUCTION APPLICATION #: AP1637491 RECEIVED FROM: DiFrancesco Construction AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 1935 PAYMENT DATE: 03/12/2021 MAIL TO: Peter Leonherdt FACILITY NAME: PROPERTY LOCATION: 18601 Orange Ave Fort Pierce, FL 34945 Lot: Block: Property ID: 2210-411-0002-000-0 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: AdamsC AUDIT CONTROL NO. 56-PID-4903405 Note: W/ well #59-31645