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Health Department Septic Approval
p03 PERMIT #:66-SF-02903 $ APPLICATION #:AP1505963 STATE OF FLORIDA DATE PAID: ' DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: • �°""� DOCUMENT #: PR1376293 osTDs #:01-0027-R CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Zane&Christy Lowery PROPERTY ADDRESS: 4901 Grovers Rd Fort Pierce, FL 34951 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 131-132-0003-000-1 [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 [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ j SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ j STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [XI TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange painted 20d nail in south side of tree N of system I ELEVATION OFPROPOSED SYSTEM SITE [ 28.001 INCHES FT ] [ ABOVE BELOW 11 BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 28.001 [ INCHES FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 18.001 INCHES EXCAVATION REQUIRED: [ 46.001 INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of 0 400 gpd. T H E R SPECIFICATIONS BY: Brian J In TITLE: Environmental Specialist 22 4 APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J In am DATE ISSUED: 07/06/2020 ; EXPIRATION DATE: 01/06/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E=6.003, FAC Page 1 of 3 v 1.1.4 AP1505963 SE1313001 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. i ' "33� St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56-SF-02903 BILL DOG#:56-BID-4703516 CONSTRUCTION APPLICATION#:AP1505963 RECEIVED FROM: Zane& Christy Lowery AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 390043 PAYMENT DATE: 05/22/2020 MAIL TO: Zane& Christy Lowery 4901 Grovers Rd Fort Pierce, FL 34951 FACILITY NAME : Priest PROPERTY LOCATION: 4901 Grovers Rd Fort Pierce, FL 34951 Lot: Block: Property ID: 131-132-0003-000-1 i 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 A -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 'Ell QA1VAAT4t*4-�* RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4415180 j11E STATE OF FLORIDA PERMIT NO. -5F-®;k-90n DEPARTMENT OF HEALTH DATE PAID: $ "Q ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: 115LVS�-Cr. SYSTEM REC�EIP�T�`#: WT. APPLICATION FOR CONSTRUCTION PERMIT ' :0, 9oc APPLICATION FOR: [5C] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [X ] Abandonment [ ] Temporary [ ] APPLICANT: �p�,� 4- AGENT: TE LE PHONE:77Q^ aCg MAILING ADDRESS: 4016 GfoueArs ---------------------- ------------- -- 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: BLOCK: SUBDIVISION: PLATTED: -PROPERTY,ID #: 115 ZONING: I/M OR EQUIVALENT: [ Y PROPERTY SIZE: *a, b ACRES WATER SUPPLY: [X] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS?` [ Y /Q�A DISTANCE TO SEWER: FT PROPERTY ADDRESS: (--(W ( Tfo U e d�S ffi� - e�� a�«f f 0 �[r� ?Rj An DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ ] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 d 2 3 4 [ ] 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 dt,Tt� STATE OF FLORIDA APPLICATION # AP1505963 ' st . DEPARTMENT OF HEALTH PERMIT # 56-SF-02903 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1313001 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Zane&Christy Lowery CONTRACTOR / AGENT: LOT: BLOCK: SUBDIVISION: ID#: 131-132-0003-000-1 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: [ ]YES [X]NO NET USABLE AREA AVAILABLE: 3.06 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES-TABLET / OTHER-TABLE 2 ] AUTHORIZED SEWAGE FLOW: 4590.01 GALLONS PER DAY [ 1500 GPD/ACRE OR , 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orange painted 20d nail in south side of tree N of system ELEVATION OF PROPOSED SYSTEM SITE 28.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON-POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 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 SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: USDA SOIL SERIES: Munsell#/Color Texture Depth Munsell#/Color Texture Depth 10YR 4/1 Sand 0 To 7 1OYR 4/1 Sand 0 To 9 I OYR 5/2 Sand 7 To 32 10YR 5/1 Sand 9 To 32 10YR 6/1 Sand 24 To 32 10YR 6/1 Sand 25 To 35 10YR 2/1 Spodic Material 32 To 37 10YR 2/1 Spodic Material 35 To 40 7.5YR 3/3 Spodic Material 37 To 45 7.5YR 3/2 Spodic Material 40 To 46 1 OYR 4/3 Sand 45 To 50 10YR 4/2 Sand 46 To 50 1 OYR 6/3 Sand 50 To 61 10YR 6/2 Loamy Sand 50 To 60 1 OYR 6/2 Sand 61 To 72 10YR 6/2 Sandy Clay Loam 60 To 72 OBSERVED WATER TABLE: 50.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [XINO MOTTLING: [X]YES [ ]NO DEPTH: 25.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/O.HO DEPTH OF EXCAVATION: 46 INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR611 stripping in 10YR512 matrix>10%with diffuse boundaries starting at 24"in SB1. SB1 28"below BM. SB2 27"belo BM. SITE EVALUATED BY: ` DATE: 06/05/2020 Ingram,Brian tle:Environmental Specialist II)(ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions 0 ich may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1605963 EID344705 v 1.0.2 Property Card Page 1 of 1 U z-90 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights rese ed. Property Identification Site Address:4901 Parcel ID: 1313-132-0003- Account#:4681 Sec/Town/Range: GROVERS RD 000-1 13/34S/39E Map ID: 13/13N Zoning:RS-4 Count Use Type:0100 Jurisdiction:Saint Lucie County Ownership Legal Description Zane J Lowery 13 34 39 E 176 FT OF W 180 FT OFN 818.5 FT OF SW 1/4 Christy.L Lowery OF NE 1/4-LESS N 60 FT-(3.06 AC) 4901 Grovers RD Fort Pierce,FL 34951 Current Values Historical Values 3-year Just/Market: $159,500 Assessed: $95,838 Year Just/Market Assessed Exemptions Taxable Exemptions: $50,000 Taxable: $45,838 2019 $159,500 $95,838 $50,000 $45,838 2018 $154,900 $94,052 $50,000 $44,052 2011 $117,500 $92,118 $50,000 $42,118 Sale History Date Book/Page Sale Code Deed Grantor Price 11-14-2019 4350/0846 0001 WD Priest Everett V $214,000 07-01-1980 0335/0968 XX01 CV $0 04-01-1974 0225/2368 XX00 CV $7,900 Primary Building Information Finished Area of this building: 1,276 SF Gross Sketched Area:2,116 SF Exterior Data View: Roof Cover:Metal Roof Structure:Gable Building Type:HC Year Built: 1981 Frame: Grade:C Effective Year: 1981 Primary Wall:Cedar Bd/Btn Story Height:2 Story No.Units: 1 Secondary Wall:Field Stone Interior Data Bedrooms:2 A/C%: 100% Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heated%: 100% Heat Type:FrcdHotAir Avg Hgt/Floor:0 Half Baths:0 Sprinkled%:N/A% Heat Fuel:ELEC Primary Floors:Carpet Total Areas Q ,; Finished/Under Air 1,276 •S (SF): a Gross Sketched Area 2,116 ' a a (SF): F t` "� Land Size(acres): 3.06 Land Size(SF): 133,294 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt CHAINLINK 4' 1 80 1999 UTILITY AVG 1 200 1999 All information is believed to be correct at this time,but is subject to change and is provided without any warranty. ©Copyright 2020 Saint Lucie County Property Appraiser.All rights reserved. https://www.paslc.org/RECard/ 5/22/2020 _ y ':1 .1 -:I .1 :1r.11 :1/•1 -:Vi:'1 •:Ica :Ica 'I y y s,! 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Description of Lawnwood Setting Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf . Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy marine deposits Typical profile A-0 to 8 inches: sand E- 8 to 28 inches: sand Bh1 -28 to 52 inches: sand Bh2-52 to 58 inches: sand C-58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein 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 6 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 waterstorage in profile: Very low(about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of'mesic or hydric lowlands (G156BC141 FL) 10 Custom Soil Resource Report Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Parent material: Sandy marine deposits Typical profile A-0 to 7 inches: sand E- 7 to 27 inches: sand Bh-27 to 38 inches: sand C-38 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low(about 4.5 inches) i Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D. Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Ankona Percent of map unit. 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down'-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Electra Percent of map unit: 7 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No 11 Custom Soil Resource Report I Waveland Percent of map unit. 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No 44^Tantile and Pomona sands Map Unit Setting National map unit symbol. 1 jpw6 Elevation: 20 to 120 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: Not prime farmland Map Unit Composition Pomona and similar soils: 44 percent Tantile and similar soils: 44 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pomona Setting Landform: Flatwoods on marine terraces i 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 5 inches: sand E-5 to 26 inches: sand Bh-26 to 39 inches: sand , E'-39 to 51 inches: sand Btg-51 to 72 inches: 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 0.57 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None 12 Custom Soil Resource Report 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 waterstorage in profile: Moderate (about 6.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Description of Tantile Setting Landform: Flatwoods 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 5 inches: sand Eg- 5 to 26 inches: sand Bh-26 to 34 inches: sand Bt-34 to 49 inches: loamy sand E'g-49 to 69 inches: sand Btg-69 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 18 to 31 inches to ortstein 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 6 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: Very low(about 1.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No 13 a Custom Soil Resource Report Minor Components Pepper Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating No Ankona Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No Nettles Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No 14