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HomeMy WebLinkAboutD.O.H. PAPPERWORKSCANNED RECEIVED By P RMIT #:56-SF-1990237 STATE OF FLORIDASt. Lucie County OCT 1 4 2019 PLI TION n:AP1433510 DEPARTMENT OF HEALTH DA E PAID: ONSITE SEWAGE TREATMENT AND DISPC SSL Lucie County, Permitting E PAID: SYSTEM RECEIPT it: CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Robert Walsh PROPERTY ADDRESS: TBD Johnston Rd Fort Pierce, FL 34951 LOT: 3 BLOCK: SUBDIVISION: DOCUMENT u: PR1255038 PROPERTY ID q: 1327-806-0003-000-2 [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 T [ 1,050 ] 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 MRS NPumps [ D [ 667 ] 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: set 3/8" IR (no ID) elev 17.53' I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REOUIRED: r28.On1 TNCWF.S O T H E R [ 1.00 ][ INCHES FT I [I ABOVE BELOW] BENCHMARK/REFERENCE POINT [ 11.00][ INCHES FT ][ ABOVE BELOW] 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-4 Y: rian 'TIngram TITLE: Environmental Specialist II APPROVED BY: F--Environmental Specialist II St. Lucie CRD' Brian T Ingram DATE ISSUED: 10/02/2019 EXPIRATION DATE: 04/02/2021 DH 4016, OB/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC nniq Page 1 of 3 v 1.1.4 A 1433510 SE120402%01 010 P� v:0- �® 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. j St. Lucie County Health Department flood i 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: u:56-SF-1990237 BILL DOC s:56-BID-4414601 CONSTRUCTION APPLICATIONM AP1433510 RECEIVED FROM: Dave Golden Homes AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 26712 PAYMENT DATE: 09/16/2019 MAIL TO: Robert Walsh FACILITY NAME PROPERTY LOCATION: TBD Johnston Rd Fort Pierce, FL 34951 Lot: Property ID: EXPLANATION or DESCRIPTION: :W 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 -1 - Well Construction 1 $ 115.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4133039 � iue e STATE OF FLORIDA DEPARTMENT OF HEALTH n ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: \NVLL' 00. 51�9, --�+ Fi RP-4 PERMIT NO.61 'UFA` AO B 1-7 DATE PAID: FEE PAID: U'a &RRECEIPT #�:��"%�]� b- q4t`tU`�/� New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: AGENT: Dave Golden Homes MAILING ADDRESS: 4900 Indrio Rd. Ft.Pierce FI.34951 TELEPHONE: 772-216-5475 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: 3 BLOCK: SUBDIVISION: Postobella PLATTED: PROPERTY ID # : 1327 806 0003 000 2 ZONING: 46-/ I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 5 ACRES WATER SUPPLY: [,(] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: Johnston Road, Ft. Pierce, Fl. DIRECTIONS TO PROPERTY: Weston ARgle road to Johnston road, north to property an east side of road. 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 I single faro residence�� 4dP� 2 3o�r 3 4 [ ] Floc SIGNATURE: Other (Specify) 6' 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 # AP1433510 DEPARTMENT OF HEALTH PERMIT # 56-SF-1990237 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1204028 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Robert Walsh CONTRACTOR / AGENT: Dave Golden Homes LOT: 3 BLOCK: SUBDMSION: ID#: 1327-806-0003-000-2 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: 5.01 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 7515.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Set 3/8" IR (no ID) elev 17.53' ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ) [[ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: na FT DITCHES/SWALES: na FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: 75 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]N01 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Sandy Clay Loam 0 To 9 10YR 5/1 Sandy Clay Loam 9 To 22 7.5YR 5/8 CMN/PRM RF 14 To 22 10YR 412 Sandy Clay Loam 22 To 31 1 OYR 5/2 Sandy Loam 31 To 44 1 OYR 612 Loamy Sand 44 To 55 1 OYR 612 Loamy Sand 55 To 63 10YR 612 Sand 63 To 72 USDA SOIL SERIES: Munsell#]Color Texture Depth 10YR 4/2 Sandy Clay Loam 0 TO 11 10YR 5/1 Sandy Clay Loam 11 To 23 7.5YR 5/8 CMN/PRM RF 16 To 23 10YR 4/2 Sandy Clay Loam 23 To 32 10YR 4/2 Sandy Loam 32 To 45 10YR 5/2 Loamy Sand 45 To 55 10YR 612 Loamy Sand 55 To 61 1 OYR 6/2 Sand 61 To 72 OBSERVED WATER TABLE: 66.00 INCHES [ ABOVE / BELOW]] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE / BELOW 1 EXISTING GRADE HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZINGi Sand/0.60 DEPTH OF EXCAVATION:- 45 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA IWT determined using USDA WSS and soil borings. depleted matrix-7.5YR518 CMN PROM RF mottling >2%starting @ 14" In S131. 1 1" above SM. SB2 0" above SM. /;? SITE EVALUATED BY: / Ingram, Brian (Title: Env( onmental Specialist II) (ENVIRONMENTAL HEALTH) , DH 4015, 08/09 (Obsoletes previous editions which MVnot be used) Incorporated: 64E-6.001, SAC AP1433610 EID1990237 DATE: 09/23/2019 Page 3 of 4 v 1.0.2 5_6-5r. 199UZ,;7 APPLICANT'S NAME: (/AI�'� LEGAL DESCRIPTION: G-®71e— w PI�OPOSEDSEPTI SXSTEl fSITEI1VFO/K A77( 1! }. y„ A 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, drainagefeatures, 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. d,ici ,imiuseptic::SepticdpppPage l)7 CERTIFIED -BY: <;z4 FLORIDA P FES TONAL NO.: DATE: / JOB NO.: _�C 6- Property Card 5g-299&� g62-37 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: JOHNSTON Parcel ID: 1327-806-0003- Account #: 154167 See/Town/Range: RD 000-2 27/34S/39E Map ID: 13/27S Zoning: AG-1 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description HORSEMINT FARMS LLC POSTOBELLO (P1343-30) LOT 3 (5.015 AC) (OR 3986-2778) 8505 Immokolee RD - Fort Pierce, FL 34951-4014 Current Values Historical Values 3-year Just/Market: $99,300 Assessed: $61,160 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $61,160 2019 $99,300 $61,160 $0 $61,160 2018 $55,600 $55,600 $0 $55,600 2017 $51,905 $1,379 $0 $1,379 Sale History Date Book/Page Sale Code Deed Grantor Price 03-28-2017 3986 / 2778 0205 WD Mueller Rainer $377,700 12-20-2013 3612 / 0078 0205 WD GW Acres LLC $325,000 08-05-2005 2328 / 0139 XX00 WD Gardener Enterprises Inc $300,900 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF _ View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type Roof Cover: Frame: Story Height: A/C %: 0% Heated %: N/A% Sprinkled %: 0% hnage or sketch =unavailabl", Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data Electric: Heat Type: Heat Fuel: 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 (SF): Land Size (acres): 5.01 Land Size (SF): 218,453 Total Building Count: I 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. Page 1 of 1 https://pasle-dev.org/RECard/ 9/16/2019 y 0 or m N N O VJ e--F r c 0 m C) 0 c D -o 0 _0 m D .0 v (n m i I F Lill lei ji. ,j Custom Soil Resource Report St. Lucie County, Florida 11—Chobee loamy sand, frequently ponded, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2tzwd Elevation: 0 to 70 feet Mean annual precipitation: 48 to 58 inches Mean annual airtemperature: 68 to 77 degrees F Frost -free period: 350 tb 365 days Farmland classification: Farmland of unique importance Map Unit Composition Chobee and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Chobee Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave Across -slope shape: Concave Parent material: Loamy alluvium Typical profile A - 0 to 11 inches: loamy sand Btg - 11 to 40 inches: sandy clay loam Btkg - 40 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Runoff class: Negligible 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 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 14 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 waterstorage in profile: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: C/D Forage suitability group: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) Other vegetative classification: Freshwater Marshes and Ponds (R156BY010FL) Hydric soil rating. Yes 10 Custom Soil Resource Report Minor Components Hallandale Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, tall Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (13155XY003FL) Hydric soil rating: Yes Kaliga Percent of map unit: 4 percent Landform: Depressions on flatwoods on marine terraces Landform position (three-dimensional): Tread, dip, tall Down -slope shape: Concave, linear Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Floridana Percent of map unit.' 4 percent Landform:. Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Convex, concave Across -slope shape: Linear, concave Other vegetative classification: Freshwater Marshes and Ponds (13155XY010FL) Hydric soil rating: Yes Winder Percent of map unit: 3 percent Landform: Depressions on marine terraces 'Landform position (three-dimensional): Tread, dip Down -slope shape: Linear, convex Across -slope shape: Linear, concave Other vegetative classification: Freshwater Marshes and Ponds (RI 56XY010FL) Hydric soil rating: Yes 16—Hilolo loamy sand Map Unit Setting National map unit symbol: ljpv9 Elevation: 20 to 100 feet Mean annual precipitation: 49 to 58 inches Mean annual airtemperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Hilolo and similar soils: 80 percent 11 Custom Soil Resource Report Minor components., 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hilolo Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 7 inches: loamy sand Btkg1- 7 to 12 inches., fine sandy loam Btkg2 - 12 to 28 inches: sandy clay loam Btkg3 - 28 to 53 inches., fine sandy loam Cg1 - 53 to 74 inches., loamy fine sand Cg2 - 74 to 80 inches: fine sandy loam 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 water table: About 0 to 12 inches Frequency of flooding. None Frequency of ponding: None Calcium carbonate, maximum in profile: 30 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: Moderate (about 7.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: B/D Forage suitability group: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydre soil rating: Yes Minor Components Pople Percent of map unit., 4 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: 4 percent Landform: Flats on marine terraces 12 Custom Soil Resource Report Landform position (three-dimensional): Taff Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating. Yes Winder, shell substratum, hydric Percent of map unit., 4 percent Landform: Flats on marine terraces Landform position (three-dimensional): Taff Down -slope shape: Concave, linear Across -slope shape: Linear Hydric soil rating: Yes Hallandale Percent of map unit., 4 percent Landform: Flats on marine. terraces Landform position (three-dimensional): Interfluve, talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pineda Percent of map unit. 4 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 38—Riviera fine sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol., 2tzw2 Elevation: 0 to 80 feet Mean annual precipitation: 44 to 59 inches Mean annual air temperature: 68 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Riviera and similar soils: 80 percent Minor components. 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Riviera Setting Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave 13 Custom Soil Resource Report Parent material: Sandy `and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 26 inches. fine sand BVE- 28 to 32 inches: fine sandy loam Btg - 32 to 42 inches: sandy clay loam C - 42 to 80 inches: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class. Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: About 3 to 18 inches Frequency of flooding. None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Moderate (about 6.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Forage suitability group: Sandy over loamy soils on flats of hydre or mesic lowlands (G155XB241 FL) Othervegetativeclassification: Slough(R155XY011FL) Hydric soil rating: Yes Minor Components Wabasso Percent of map unit: 8 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, tall Down -slope shape: Linear, convex Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Hallandale Percent of map unit., 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: Yes Pinellas Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf 14 Custom Soil Resource Report Down -slope shape: Linear, convex Across -slope shape: Linear Other vegetative classification: Cabbage Palm Flatwoods (R155XY005FL) Hydric soil rating: No Oldsmar Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear, convex Across -slope shape: Linear Othervegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Floridana Percent of map unit: 2 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave, linear Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes 15 Mission: To protect promote & improve the health of all people In Florida through integrated state, county & community efforts. Ron DeSantis Governor Vision: To be the Healthiest State in the OCT 14 2019 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-WELLS(a)-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 • Division of Disease Control and Health Protection Bureau of Environmental Health 5150 NW Milner Drive Port St Lude, FL34983 PHONE: 7721873-4931 • FAX: 772/595-1306 FlorldaHealth.gov Accredited Health Department Public Health Accreditation Board STATE OF FLORIDA PERMITAPPLICATION TO CONSTRUCT, REPAIN, MODIFY, OR ABANDON A WELL " Iry Iw. v, ve - I I I Vim Permit No. 59-29964 ❑southwest. PLEASE FILL OUT ALL APPLICABLE FIELDS ❑Northwest (I Denotes Required Fields Where Applicable) Florida Unique ID Permit Stipulations Required (See Attached) ❑St. Johns River t $oUth Florida>fKwmerwellmri?maa,6eesponYblelorrompleting n ' thirfoimand fani ding Mepermftapplimtio to the Suwannee River appropdmedalegaWauthodrywheeoppgmbk 62-5240uad No. Delineation No. ODEP , CUPNVUP Applicaflon No. ❑ Delegated Authority (If Applicable) LLC 8505 Immokolee Road Ft. 'Wed Location - Address, Road Name or Number, City 3.1327-8064003-000-2 3 'Parcel ID No. (PIN) or Alternate. Key (Circle One) Lot Block Unit 4.27 34S 39E St Lucie Check if 62-5240 Yes ❑,( No 'Sectlon or Land Grant 'Township `Range 'County Subdivision 5, James Paul Tyson 11352 954-818-4269 downthehole@att.net 'Water Well Contractor °License Number .'Telephone Number E-mail Address 6. PO BOX 881496 Port St. Lucie FI 34988 'Water Well Contractor's Address City State ZIP 7. `Type of Work g] Construction ❑ Repair ❑ Modi icaton❑ Abandonment 8. 'Numberof. Proposed Wells 1 •Reeeontor Repab, Modingnon, ar AeeMonnent 9. 'Specify Intended Use(s) of Well(s): %A1 r '� Domestic ❑ Landscape Irrigation El Agricultural Irrigation Site Investigations L% L Bottled Water Supply ❑ Recreation Area Irrigation ❑ Livestock ® Monitoring Public Water Suppty (Limited Use/DOH) Nursery Irrigation Test Public WaterSupply(CornmunllyorNon-CommuNty/DEP)EI El Earth-Coupled Geothermal OCT 2 2019 Class 1. Injection Golf Course Irrigation HVAC Supply HVAC Return :lass V Injection: ❑ Recharge ❑ CommeroiaVlndustdal Disposal ❑ Aquifer Storage and Recovery ❑ Drainage 2emediation: ❑ Recovery ❑ Air sparge ❑ Other to--m) IF OH IA Si Lucie CDUI ❑ Other :toasrnes) ID'Dlstahce from Septic System If <_ 200 ft. + '11. Facility Description Residence 12. Estimated Start Date 13.'Estkna6ed Well Depth 120 R 'Estimated Casing Depth 100 g, Primary Casing Diameter 2 in. Open.Hole: From=To'6- ft. 14. Estimated Screen Interval: From 100 To 120 ft. 15.'Pdmary Casing Material: Black Steel Galvanized l� Stainless Steel Not Cased Other. IS. Secondary Casing: Telescope Casing Liner Surface Casing Diameter in. 17. Secondary Casing Material: Black Steel Galvanized PVC Stainless Steel Other I8:'Method of Construction; Repair, or Abandonment: Auger Cable Tool Jetted Rota Sonic rdu le Po Combination (Two or More Methods) Hand Driven (Well Point. Send Point) Hydint (Direct Push) [ Horizontal Drilling Plugged by Approved Method Other (uascnroe) 19; Proposed Gtoutinginterval forthe Primary, Secondary, and Add' ` 'rig: From g To 95 Seal Material BentoNte t Other 1 From To Seal Material( Bentonite Neat Cement Other ) From To Seal Material ( Bentonite Neat Cement Other ) from To Seal Material ( Bentonile Neat Cemerif Other ) 26. Indicate total number of existing wells on site 0 List number of existing unused wells on site 0 21'is.this -wall or any existInVg�vell or water wthptowe(onthe owner's contiguous property covered under a ConsumptiveNVater Use Permit (CUP/WUP) or CUPANt1P Appliealion7 Yes j`��Iv Ifyes. complete the following: CUPMNP No, District Wall 1D No. 22. Latitude Longl ude GPS Map Survey Datum; D 27 _MAD 83 _WGS 84 knlee a7itlo 0, nape Adnkib e n ,end Pelawefu heaCulneepdorb txmry dxtlOmO,e iNmePWeM•hr�a�ableaaaEw WOMB=dhauveb,ma Parrammvaeef mmyy a]],norliBWWa�tomakklnar haehm arvia omm¢neemeneolrrt! mMaedN NsappAtalM haouamaMNa[IeNaboN ,eapm,s0a4n,nd Wepv]rehwknNaoe(ar,l vicehNmlw Pv aaevinrfie galY�o Nlyaaeq, WaWatl is vcaO+ti,mNma[Ihvnbk,md6O axmrolTdr daeveMamb.ItePprOWk..l ea sb Wondeawev roPOMOade eh detaw, e+nn rtab ppenw�elolWalYd®arpG�(gy(edlWSUYyavtu lf/eb 9tOT{d0&41o191eptt4Wd®,ItyGh.,aP®8yP014W iR7UYId�eVer OtLulflaL IehIe 4916Ep eeVlehaCM , Fd YG4 RehM-0P�a4nteulfaiiM Pe+(!rL / 11352 // /y� O� f -Liwnse No. 'Signs ure of Owner or Agent Da a Approval Granted By. Issue Date f ! Explmtlon Date[ L[_ HytltobgisLApprovel ( / ( / me Fee Received. $ Receipt No. Chack,No. THIS, PERMIT IS NOT VAUD UNTIL PROPERLY SIGNED BY AN AUTHOR17ED OFFICER OR REPRESENTATIVE OF THE.WMD OR'DELEGATEO AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION. REPAIR. MODIFICATION. OR ABANDONMENT ACTIVITIES. 20'85 6 FND 518-MC 0. UNREADABLE 1,7- N 89017'04" W x 16.51 x 15.99 1 PROPOSED 671.30' 18,38 CONCRETE DIRT ' 4 18.23 -,- DRIVE DRIVE 17.78 pi. 20,47 �20.54 x 17.22 'I.22 17.88 N8V ?.7 18.30 GRAVES PROPOSED DRIVE SET 'M RIZU NO > 7&0' BENCIE&4AK LOT 3 ELEV=1763' Ax 52-0, PROPOSED VACANTc WATERLINE 5.01 acres'+I- COVERED .7- 217.1' > ENTRY 8.7 .4 1.34 387.2' 59.01 210-l' 5.0. 21 7)c PROPOSED COVERED > 118.60 ---- 15.0' 1 STORY CBS 4 TORCH RFSIDENCF. -J, > MINIMUM 39.0' k FFE = I23.0' PROPOSED PR POSED Q DRAWFIELD GR EEN AREA Z- + 350S(l FT > Q FWD 518-IRC > co IS # 4945 x 17.47 17.23 [2.7 8.73 x 17.n-i ELEV=1734' x 16.46 1 BENCHMARK N 89017104" W > • x 16.95 x 16,8e 671.30-;-'-x 16.73 x 16.42 PMD518-MC UNREADABLE x 17.78 1.02 118.61 11,114 Pr�ty Card Page 1 of 1 r -5r-0102-37 S�-7-9%y Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: JOHNSTON Parcel ID: 1327-806-0003- Account !i: 154167 Sec/Town/Range: RD 000-2 27/34S/39E Map ID: 13/27S Zoning: AG-1 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Kathleen Elizabeth Walsh POSTOBELLO (PB 43-30) LOT 3 (5.015 AC) Robert Allen Walsh 2671 Conifer DR Fort Pierce, FL 34951 Current Values Historical Values 3-year Just/Market: $99,300 Assessed: $61,160 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $61,160 2019 $99,300 $61,160 $0 $61,160 2018 $55,600 $55,600 $0 $55,600 2017 $51,905 $1,379 $0 $1,379 Sale History Date Book/Page Sale Code Deed Grantor Price 09-09-2027 4326 / 1453 0001 WD HORSEMINT FARMS LLC $135,000 03-28-2017 3986 / 2778 0205 WD Mueller Rainer $377,700 12-20-2013 3612 / 0078 0205 WD GW Acres LLC $325,000 Primary Building Information Finished Area of this building: 0 SF ' Gross Sketched Area: 0 SF 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% Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data Electric: Heat Type: Heat Fuel: Building Type: _ Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/UnderAir 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 5.01 Land Size (SF): 218,453 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. m Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. https://www.pasle.org/RECard/ 10/2/2019 JOSEPB E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4622767 OR HOOK 4326 PAGE 1469, Reoo=lecl 09/27/2019 03:16:33 PM �ECEIVFL Permit # UC7 1 2019 Tax Folio # ST. Lucie County, Permitting Prepared by: Lindsey Amber Packard MIDFLORIDA Credit Union 3004 S. Florida Ave Lakeland, FL 33803 MIDFLORIDA Credit Union Notice of Commencement State of Florida County of Saint Lucie The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: 0 Johnston Rd Fort Pierce, FL 34951 Legal Description: Lot 3, Postobello, according to the plat thereof, recorded in PB 43. PG 30, of the Public Records of Saint Lucie County, Florida. 2. General description of Improvements: SINGLE FAMILY RESIDENCE 3, Owner Information: Kathleen Walsh Robert Walsh 24 Harbour Isle Or W Unit PH02 Fort Pierce, FL 34949-2776 4. Contractor. Dave Golden Homes, Inc. 4900 Indrio Rd Fort Pierce, FL 34951 5. Lender: MIDFLORIDA Credit Union Attn: Mortgage Servicing Department 3004 S. Florida Avenue Lakeland, FL 33803 6. The owners also. designate Theresa O'Brien. of. MIDFLORIDA Credit.Unlon toreceive a copy of the Lien's Notice as provided In Section 713.13(1) (b), Florida Statutes. 7. Expiration date of commencement Is 1 year from the date of recording. Commencement of said Improvement shall begin within thirty (30) days from date of recording this notice. WARNING TO OWNER: ANY PAYMENTS MADE EY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE ,OF COMMENCEMENT MOST BE RECORDED AND POSTED ON THE JOSS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT_ VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OR PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. Dated this day 21— of &p)rAi6r.✓. 2019 �l Kathleen Elizabeth Walsh Robert Allen LfIWalsh` State of Florida County of j5t,LLy' % e, The foregoing Instrument was acknowledged before me this-� tl y of Sabie�IL.�DP� , 2019 by above owner(s), who arepersonallyknown to me or produced Flrxi�- 017 as Identification. tXit.uZ� .. cvem+wM.soweRav Note Signature VCoM,Z S-ALIY G711 l FJtFIRES: A14RSR 9, 2021 J b'•%GP.tF`, BwtlaOlW,l a1R®rpuRRRURCw,llen urexem'a:mrrmanlsoornnlrxrLv.l'rxuemm euxxearnn'RrxcomoaLRxanmuxaYv;,K Digitallsiggned by The Honorable Joseph E. Smith ROf1OIMA1rt11URp1'll xYbOl'TI BERI:CONRID OxN.Eub\V,\('IUAIJd'RISM)ROE➢URRLW I9 t Date: 20Y9,09.27 15.18:32 -04:00 niC OeelCLtllnlCee. LUCfE COIYiYCLERN OVnIF rIRCUR COLRT. mLsnonom'rxurlurenm.rnu..r,xREauwen m'�or, 11,' -rj Reason: Electronically Certified Copy a. d T.nnarinne 901 Rnnrh Tnriiwn Ai vpr nr. PnrY ciprrp. FT. 4499n