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HomeMy WebLinkAboutSewage15LC 21oG-McIs STATE OF FLORIDA PERMIT #: 56-SF-2274585 DEPARTMENT OF HEALTH APPLICATION #: AP1657832 ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID: SYSTEM CONSTRUCTION PERMIT FEE PAID: RECEIPT #: fi l y DocuMENT #: PR1580774 rd iw �• t �u oa p�1ecl CONSTRUCTION PERMIT FOR: OSTDS New nl IS APPLICANT: Joseyides . IZOZ A Nnr PROPERTY ADDRESS: TBD Johnson Rd Fort Pierce, FL 34951 LOT: 02 BLOCK: SUBDIVISION: PROPERTY ID #: 1327-806-0002-000-5 [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 [ 1,050 ] GALLONS / GPD SeDtiC 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 [ 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: Orange spot, SW corner of driveway apron at rd I ELEVATION OF PROPOSED SYSTEM SITE [ 35.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 21.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [32.001 INCHES EXCAVATION REQUIRED: [ 48.001 INCHES 0 T H E R M system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J In am TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD suan Ingram DATE ISSUED: 06/14/ 21 EXPIRATION DATE: 12/14/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 V 1.! A AP1657832 SE1537590 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. k 4f1 V�;f'.j St. Lucie County Health Department Mir 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2274585 BILL DOG #:56-BID-5263513 CONSTRUCTION APPLICATION #: AP1657832 RECEIVED FROM: R.A. Construction Corp of the Treasure C AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 1001 PAYMENT DATE: 04/22/2021 MAIL TO: Jose Vides FACILITY NAME: PROPERTY LOCATION: TBD Johnston Rd Fort Pierce, FL 34951 02 Lot: Block: Property ID: 1327-806-0002-000-5 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 Note: V1laUpp�-rom-Bon-B-arre# 4e-be-sehf AUDIT CONTROL NO. 56-PID-4951709 e, A� STATE OF FLORIDA PERMIT NO: z,2, DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: .� SYSTEM RECEIPT # : APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Jose A Vides - Siera & Lisa K Vides AGENT: RA Construction Corp of the Treasure Coast TELEPHONE: 772.260.8419 MAILING ADDRESS: 850 NW Federal Highway Stuart Florida 34994 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: 2 BLOCK: SUBDIVISION: Postobella Book43page30 PLATTED: PROPERTY ID # : 1327-806-0002-000-5 ZONING: AG I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 5.0 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No El ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: Johnson Road, Ft Pierce, St. Lucie County Florida i DIRECTIONS TO PROPERTY: North on Jolms on Road Poiperty located on left BUILDING INFORMATION Unit Type of No Establishment [ ✓ ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 Single family home 4 2672 living E 3 4 [ ] Floor SIGNATURE: t DrainV [ ] Other (Specify) DATE: e� 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 # AP1657832 DEPARTMENT OF HEALTH PERMIT # 56-SF-2274585 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1537590 APPLICANT: Jose Vides CONTRACTOR / AGENT: R.A. Construction Corp of the Treasure Coast LOT: 02 BLOCK: SUBDIVISION: ID# : 1327-806-0002-000-5 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: 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: 1500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orang ELEVATION OF PROPOSED SYSTEM SITE 35.00 SW corner of drivewav aaron at rd / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 90 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5. FT PROPERTY LINES: 75 FT POTABLE WATER LINES: 1 62 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINO, 10 YEAR FLOOD ELEVATION FOR SITE: FT I MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD ROTT. PROFTT.F TWWnPMATTAN RTTF 1 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/3 Sandy Clay Loam 0 To 7 10YR 5/1 Sandy Clay Loam 7 To 17 1 OYR 5/8 CMN/PRM RF 10 To 17 1 OYR 5/3 Sandy Clay Loam 17 To 23 1 OYR 5/2 Sandy Clay Loam 23 To 43 10YR 5/2 Sand 43 To 72 SOIL PROFTLF. TNFnRMATTON RTTF. 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/2 Sandy Clay Loam 0 To 6 1 OYR 5/2 Sandy Clay Loam 6 To 18 10YR 5/8 CMN/PRM RF 11 To 18 1 OYR 4/2 Sandy Clay Loam 18 To 24 1 OYR 5/3 Sandy Clay Loam 24 To 31 5BG 6/1 Sandy Clay Loam 31 To 48 5BG 6/1 Loamy Sand 48 To 57 1 OYR 5/2 Loamy Sand 57 To 62 10YR 5/2 Sand 62 To 72 OBSERVED WATER TABLE: 66.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ( PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 10 INCHES ( ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 10.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 48 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. f3- depleted matrix-10YR 5/8 CMN PROM RF mottling in 10YR5/1 matrix >2% starting at 10" In SB1. SB1 and S62 35" below BM. SITE EVALUATED BY: eq DATE: 06/07/2021 Ingram, Bria itle: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous edition hich may not be used) Incorporated: 64E-6.001, PAC Page 3 of 4 AP'1657832 EID2274585 v 1.0.2 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: JOHNSON RD Parcel ID: 1327-806-0002- Account #: 154166 Sec/Town/Range: 27/34S/39E GROVE 000-5 Map ID: 13/27S Zoning: AG-1 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Jose A Vides-Sierra POSTOBELLO (PB 43-30) LOT 2 (5.015 AC) Lisa K Vides 383 SW North Shore BLVD Port St Lucie, FL 34986 Current Values Historical Values 3-year Just/Market: $107,600 Assessed: $107,600 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $107,600 2020 $107,600 $107,600 $0 $107,600 2019 $99,300 $61,160 $0 $61,160 2018 $55,600 $55,600 $0 $55,600 Sale History Date Book/Page Sale Code Deed Grantor Price 05-21-2019 4272 / 1960 0001 WD HORSEMINT FARMS LLC $130,000 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 Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled W 0% Heat Fuel: Primary Floors: Total Areas Finished/UnderAir 0 , . , , :. (SF): r,.• Gross Sketched Area 0 (SF): c, ' i, )r � ;f; { a?tt ;,>• Land Size (acres): 5.01 Land Size (SF): 218,453 Total Building Count: 1 Type 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. 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 air temperature: 68 to 77 degrees F Frost -free period. 350 to 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 transects 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 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 content. 14 percent Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: 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), Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) 10 Custom Soil Resource Report Hydric soil rating: Yes Minor Components 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), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) 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: Concave, convex Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL), Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) Hydric soil rating: Yes Kaliga Percent of map unit: 4 percent Landform: Depressions on flatwoods on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Concave, linear Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL), Organic soils in depressions and on flood plains (G155XB645FL) 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 (R155XY010FL), Loamy and clayey soils on stream terraces, flood plains, or in depressions (G155XB345FL) Hydric soil rating: Yes 16—Hilolo loamy sand Map Unit Setting National map unit symbol: 1 jpv9 Elevation: 0 to 100 feet 11 Custom Soil Resource Report 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 Hilolo and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hilolo Setting Landformn: 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 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 content. 30 percent Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. 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) Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341FL) Hydric soil rating: Yes Minor Components Winder, shell substratum, hydric Percent of map unit. 4 percent Landform: Flats on marine terraces 12 Custom Soil Resource Report Landform position (three-dimensional): Taff Down -slope shape: Concave, linear Across -slope shape: Linear Other vegetative classification: Loamy and clayey soils on(flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating: Yes 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 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. 4 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 (G156BC141FL) Hydric soil rating: No Riviera Percent of map unit. 4 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 (G156BC241FL) Hydric soil rating: Yes 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 Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) Hydric soil rating: Yes 38—Riviera fine sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2tzw2 13 Custom Soil Resource Report Elevation: 0 to 80 feet Mean annual precipitation: 44 to 59 inches Mean annual air temperature: 68 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Riviera and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Riviera Setting Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 28 inches: fine sand BM/E - 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 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 Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity.- Moderate (about 6.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Other vegetative classification: Slough (R155XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Hydric soil rating: Yes Minor Components Wabasso Percent of map unit. 8 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: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: No Pinellas Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Convex, linear Across -slope shape: Linear Other vegetative classification: Cabbage Palm Flatwoods (R155XY005FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) 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), Sandy soils on flats of mesic or hydric lowlands (GI 55XB141 FL) Hydric soil rating: Yes 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 (RI 55XY010FL), Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) Hydric soil rating: Yes 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 Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: No 15 Saint Lucie County Property Appraiser ? ,MEADOWOOD DR , 9`Zi1R.KYP.'SSr.+ L•�:. aTa+w:.ii June 11, 2021 ' a I� t"fui'F' -yr •-.. Y..ti. x:. i.�{yt ,w1 ,.afa.K .+aTw�,J+"�/S.'hi�4 r0 Z f u: ,rr •; _ `, ' '`[� ,?+3 Z,5 �rl'"'r t h'-`' aek' 3 i'�'.` 4%�.It i t f ;y, .' V/ b d �ia(yD' e' i t,'F T^.♦ 'Y+- 1 f Z < 1 t '� try d, cs aLerl r ;`cF� O�r4 e r '*�C `i •r -•.-. f;9-� �r�<� {Q�z ��.. r�Mti � $' - �' t�#�!� ��� "� � ��� �' SkI�Y rt s-v rjl gg fs�"F €3 -�: %r-.4 ratr 'r. 3.'q F'� Fri' �'sT'�r�,P�,.i•I. r.r )?�k1S,;-§`��: pYg '1 , f { fin' C a - 5 i,+" i i�}} s f ,•:kc•''�.S r� `�� N t "4 �l S,'�-4L`+' 7 � #_ V �' ), r.W�..y,rar�F� J f t f J r N, a "•�r .�%^,� o-a14 t r• d A 1� z 4' - r �On' � .t'4. ,t ;fR. f - Rw��w•�.cr"ar>y 'f''.��.�r....ic't�,a..'.si � Tfiir,. "r{f-'���.yi'i,�.{1��U U°elC �x ''F't� r ` f -.�-Ft +f ' s `pp}f�d` ,aTi N '�• 4ej' 3i4� S Irt.1 if 1:2,257 0 90 180 360 ft 0 25 50 100 m Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, MET% Esri China (Hong Kong), Esri Korea, Esri (Thailand), A Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. F ®� rid, 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-WELLStc'D.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-WELLSa-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: 7721871-5360 StLucieCountyHealth.com /4 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL p Southwest PLEASE FILL OUTALL APPLICABLE FIELDS $i Northwest Denote& Required Fields Where Applicable) DSt. Johns River Tre water L:al!.eoatr2e:or s respocasb?e!orceaJpfe:irg _South Florida AM brrr, and fon:a:dmg the permit application tc M, a CSuwannee River approprlata'derepa;aeithury vitaeextbatte. =DEP Delegated Authority (If Applicable) V 1 1) t -Ovmer egal ame if tbrp ration Address 2. rt ti 610 1.40 fn 'Welt Location - Address, Road Name'or Number, City 3. 11 Z7 - 810 6 U 9Q z - o v 'Parcel ID No. (PIN) or Alternate Kgy (Circle One) 4• 47 3 `I -31 ; I,Gycre 'Section or Land Grant 'Township 'Range -County 'Water Well Contractor'( 'license Number 'Tele 6. P..O, 5q4. l-r,V r-2 2 �/1I5'e-!� Now. 59-31922 Uniqua ID Stipulelions Required (SaeAaached) 62�•524 Quad No. Delireellor. No CUP/WUP Appltcatlon No. 121P *Telephone Number 1 SLot Block Unit Subdivision `�� Check if 62-524: Yes !Ja 9LL-a sI�R M_ PV6,Nzilil��ll�,r (Vernc,;1.ecm one Number E-mail Address P! -e t- c.e- FL M S4 7. *Type of Work-Constntction _Repair _ModMication —Abandonment 8. 'Number of Proposed Wells " .ossan wrneoar� v,d,: eae,a a•tihard;nmerit 9. `Specify Intended Use(s) of Well(s): ink D D � t Domestic _ Landscape Irrigation , Agricultural Irrigation —site Investigation[r,� `Bottled Water Supply _Recreation Area Irriga5on _Livestock Monitoring ,Public Water Supply (Limited Use/DOH)—Nurserylrriga0on —Test Ili —Public Water Supply (Community'or Non-Community!DEP) —CommerciaUlndustrial Earth -Coupled Geothermal JU N 14 2021 Golf Course Irrigation _HVAC Supply —Class I Injection^HVAC Return Class V Injection: —Recharge __Commercial:lndustriat Disposal TAquifer Storage and Recovery •Drainage Remediation: _Recovery Air Sparge other joLsv tel - _FD H in St Lucie COL —Other tOeDcrioel (Nc:e. tie'. nl• Floes a'\se:a a-e re•m+ll.: by a ;tie•• ^,o-ra:xt; a ;-o•:yl 10'Distance from Septic System if s200 ft. Tj 11. Facillty Description SIC F: _ 12. Estimated Start Date _ 13.'Estimated Well Depth "' ft. `Estimated Casing Depth _ii. 'Primary Casing Diameter in. Open Note: From To ft. 14. Estimated Screen Interval: From—To--ft. IS.'Primary Casing Material- Black Steel -_,__Galvanized PVC Stainless Steel NolCased Other. 16. Secondary Casing: Telescope Casing .Liner Surface Casing Diameter in. 17. Secondary Casing Material Black Steel Galvanized PVC Stainless Steel Other 18.'Method of Construcltoh. Repair. or Abandonment: Auger Cable Tool Jetted �!Rotary _ Sonic Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push) Horizontal Drilling Plugged by Approved Method - ^_Other oe :e;` 19. Proposed Grouting Interval for the Primary. Secondary, and Additional Casing: From To Seal Material (_Bentonite Neat Cement Other From To Seal Material (__Bentonile Neal Cement Other From To Seal Material (__Bentcnite Neat Cement Other ) Frorn To Seal Material (Bentonite Neat Cement Other ) 20. Indicate total number of existing wells on site List number of existing unused welts on site �] 21 'Is this well or any existing well orwater with aural on the owner's contiguous property covered under a ConsumptiveNVater Use Permit(CUPfJVUP) +e or CUP/WUP Application? Yes with If yes. complete the following: CUPIWUP No. District Well -ID NO. 22. Latitude Longitude 23. Data Obtained.From: GPS Map Survey Datum: NAD 27 NAD 83 WGS 84 .taOr=Mir1ner: e.0 CoMly\,IiQI L,a sDP";:a Nan of110 AC. Fknftk3rKml,&+a coda aCd. Vr. a nIW- of/ penrY or Qa z as b k a-LM• Ay =M11, eWt.L.: L^.e-hm: or In 3f"rt P.IIae^k-rDIY.p N:a: 9 axTLL. am& A:• UT. 042-V r-r :H:a'ib�:Ci9:: da: �•Q�L' SJ�.: C::D Ea:a7e9 1: •;D'l :• D:a+QD:. C : fumel m-cir i r wr= nor DCa{LJCQa.: :fW[hQ•raYYy L1DI Qr mL�k:,•a9\'Cad a•If.'f Yti'nU:tS0.CjlIb Q•7!tQ' wl d w ipA =eatk r i atti onv ft. .:td3t9'.y 7rQ�ari•:tOT•O7haf lDdntD:9lall Q•k-.&LA'S=n.:R.�na]%:l::a DeryQ L^i:•'•:09'aaJ wC1L9LQ!'QaQM1 la lla Dilrgl HL'lu sa Slf(/ifta.'CJ.'~�aLO'al ea n•9:•r.C:_et:pf r•7ta�T ya�9-:) D'x0..� :Y:.ry =:Y !- 70:A-WyCL'I:a KM1a!+-nIWO_Ydld Yo:,�/ Q•;1�1l �ayp{.f:M:l4 �a :o•nIL'a� 2{QJY.�f IYt L9 9��jii 'luY•.D• lC '/s' ear cis "\,)L: •.I a{• :;1l xC�n`:a �' \ •� � :J-.D; ;::•')nL:i:f nm-;.-1'110Wtor �qkq :all, cr qa :Q•-ri epnKa• z:-n.{•.: av [v: '.?ii:wf,' %•+�g�`�:Q'''�al��.r :D�s•`r. tt:a I.san—: loan 1� L�Z- 'Sign a of Convector 'License No : 'Si9nalure or Owner orAgegt 'gala a Granted Issue Dr It a/9Approval �Z' „- Expiration Oat 1 � -ydrologlst Approval Fee Reeeived S u _ Receipt No. ^.h11n Check No. THIS PERMIT IS NOT'JAUD UNTIE. PROPERLY Slr--NED BYAN AUTriORIZED OFFICER OR REPRESENTATIVE OF THE VJMD, OR DELEGATED At,'THOa;-!. THE PERMIT SHALL BE AVAI ABL E AT THE WELL SITE DURING ALL CONSTRUCTION. REPAIR, MODIFICA; ION: OR ABA,tiDONMENTACTnrn'IFs_ B DEF Form: 62-532.9000'r Effeclive Date: Oc:oher7. 2C1C Pace t nr 9 � b \ / g n j l oa ' I IL� j li EL W ! I i spar Ei vi 1 /�� Gd m W �\ fWlIVZ L J I QW f�C .00l CLC� 100, OCL Ot d 1 A 27 8' 1 l � \ b b m / m 000l .S 3B N89°17'04'W 671,30' Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: JOHNSON RD Parcel ID: 1327-806-0002- Account #: 154166 Sec/Town/Range: 27/34S/39E GROVE 000-5 Map ID: 13/27S Zoning: AG-1 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Jose A Vides-Sierra POSTOBELLO (PB 43-30) LOT 2 (5.015 AC) Lisa K Vides 383 SW North Shore BLVD Port St Lucie, FL 34986 Current Values Historical Values 3-year Just/Market: $107,600 Assessed: $107,600 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $107,600 2020 $107,600 $107,600 $0 $107,600 2019 $99,300 $61,160 $0 $61,160 2018 $55,600 $55,600 $0 $55,600 Sale History Date Book/Page Sale Code Deed Grantor Price 05-21-2019 4272 / 1960 0001 WD HORSEMINT FARMS LLC $130,000 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 Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled W 0% Heat Fuel: Primary Floors: 4 �.• , , Total Areas Finished/Under Air 0 zv ti �t (SF): Sri _j Gross Sketched Area 0 (SF): Land Size (acres): 5.01 Land Size (SF): 218,453 Total Building Count: 1 Type 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. i jo `'= St. Lucie County Health Department 4 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 13ILLDoc#:56-BID-5277419 RECEIVED FROM: Don Barrett 11025 AMOUNT PAID: $ 345.00 PAYMENT FORM: CREDIT CARD 057707 PAYMENT DATE: 05/03/2021 MAIL TO: Don Barrett 11025 PO Box 594 Fort Pierce FL 34954 FACILITY NAME: Don Barrett 11025 PROPERTY LOCATION: PO Box 594 Fort Pierce FL 34954 Lot: Property ID: EXPLANATION or DESCRIPTION: -1 - Well Construction Block: 3 QUANTITY FEE $ 345.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4960586 Note: 59-31920 - 59-31922 1661 SW Southworth Ter 1660 SW Buttercup Ave TBD Johnston SQ. FT. CALCULATIONS LIVING 2672 ` REAR COV PORCH 800 FRONT COV PORCH e 137 0 GARAGE e 565 TOTAL AREA UNDER ROOF 4174 NEW GARAGE BREEZEWAY 906. TOTAL AREA 5080t Jose & Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida c°Nmc`°ml'°'°E` AIH20MES BY BURTON �N o� C U v � j cn Ste' N = L t1i pjs U) c o a. N =.°Qa OWE, o ZEE 11) --kj 2C/) �'O 0 000 0 ti cc