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HomeMy WebLinkAbout4803 matanza ave permitSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #:56-SF-2276680 APPLICATION #: AP1659389 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PRI594272 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: James Pozo PROPERTY ADDRESS: 4803 Matanza Ave Fort Pierce, FL 34946 LOT: 11 BLOCK: G SUBDIVISION: Harmony Heights PROPERTY ID #: 1431-701-0095-000-1 [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 [ 900 ] GALLONS / GPD seotic 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: Set nail & disk LB#7903. Center line of road. NE property line. I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][FINCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D I O T H E R '11,L REQUIRED: LLL.UUJ INCHES EXCAVATION REQUIRED: L 41.UU J INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. SPECIFICATIONS BY: Brian J I ram TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J ngram DATE ISSUED: 07/01/20 1 EXPIRATION DATE: 01/01/2023 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 AP1659389 SE1540425 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. PAYING ON: RECEIVED FROM PAYMENT FORM: MAIL TO: James Pozo FACILITY NAME: PROPERTY LOCATION: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2276680 BILL DOC #:56-BID-5268597 CONSTRUCTION APPLICATION #: AP1659389 James Pozo AMOUNT PAID: $ 545.00 CREDIT CARD 00403G PAYMENT DATE: 04/28/2021 4803 Matanza Ave Fort Pierce, FL 34946 11 Lot: Block: G Property ID: 1431-701-0095-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4957379 yi:es� STATE OF FLORIDA ` a DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO.a DATE PAID: FEE PAID:Li�� RECEIPT [f ] New System [ J Existing System [ ] Holding Tank [ ] Innovative C ] Repair [ ] Abandonment [ ] Temporary ( ] APPLICANT: ��/�;✓' % O AGENT: J/1/`�� TELEPHONE: �C��� MAILING ADDRESS: /f/�d ��/f I�e� 1( ;1� �/"�� AM/ �"y6, I; �'G • j �/, � 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 ^ f � �J�I f_y LOT: �f BLOCK: SUBDIVISION: J7/Y%�i/^�/`� /14 /If l� //y " �%Y PLATTED: PROPERTY ID #(: O !�` /��1�f �'�" /J ' � / ZONING: I/M OR EQUIVALENT: [ Y /t) J PROPERTY SIZE: �%.ey ACRES WATER SUPPLY: [ ] PRIVATE ]<=2000GPD [ ^ 1>20009PD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/6)] DISTANCE TO SEWER: FT PROPERTY ADDRESS: f�lJ°' //� t J tp' DIRECTIONS TO PROPERTY: ©le, / PYl G AX t' i L"X�/J�✓^G� - AVI P BUILDING INFORMATION [C� RESIDENTIAL [ ) COMMERCIAL Unit Type of 'No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 54E-6, FAC 1 i' doff 2 3 4 [ J Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6,001, FAC DATE.: Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: James Pozo CONTRACTOR / AGENT: LOT: 11 James Pozo BLOCK: G SUBDIVISION: Harmony Heights ID#: 1431-701-0095-000-1 APPLICATION # A P1659389 PERMIT # 56-SF-2276680 DOCUMENT # SF1540425 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 724.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 900.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750,00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Set nail & disk 1_13#7903. Center line of road. NE ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / BELO line. BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 50 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: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 14 1 OYR 6/1 Sand 9 To 23 10YR 7/1 Sand 20 To 23 1 OYR 6/3 Sand 23 To 37 10YR 2/1 Spodic Material 37 To 41 1 OYR 3/2 Sand 41 To 45 7.5YR 2.5/2 Sand 45 To 53 10YR 5/1 Loamy Sand 53 To 55 REFUSAL Refusal 55 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 14 1OYR 6/1 Sand 9 To 28 10YR 7/1 Sand 23 To 28 7.5YR 4/3 Sand 28 To 36 10YR 2/1 Spodic Material 36 To 39 7.5YR 2.5/2 Sand 39 To 49 1 OYR 3/3 Sand 49 To 53 10YR 5/3 Loamy Sand 53 To 72 OBSERVED WATER TABLE: 72,00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 20 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 20.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 41 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR711 stripping in a 10YR6/1 matrix > 10% with diffuse boundaries starting at 20" in SB1. S131 1" below BM. S132 1" below BM. Al SITE EVALUATED BY: Ingram, Bran (Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08109 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 06/25/2021 Page 3 of 4 AP1659389 EID2276680 v 1.0.2 kPPLICANT'S NAME: .J� C 5 r� LEGAL DESCRIPTION: L>t 1 1 , -B /,nc k 61, He_sti' i az h*5 PROPOSED SEPTIC SYSTEM SITE 1MOMfATI�N 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, tilled 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. does fornIN �lllCi,SdP1iC:\pp�P:�LC-n? CERTIFIED BY: � `'�Arno I c FLORIDA PROFESSIONAL NO.: 49771 - D \TL-: � %/_���_ JOB N0.: �_�� Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 4803 Parcel ID: 1431-701-0095- Account #: 10434 Sec/Town/Range: 31/34S/40E MATANZAS AVE 000-1 Map ID: 14/31S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description James Pozo HARMONY HEIGHTS ADDN BLK G LOT 11 (OR 3978-2197) Yamileth Pozo 5005 Collins AVE Apt 618 Miami, FL 33140 Current Values Historical Values 3-year Just/Market: $8,400 Assessed: $7,381 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $7,381 2020 $8,400 $7,381 $0 $7,381 2019 $8,400 $6,710 $0 $6,710 2018 $6,100 $6,100 $0 $6,100 Sale History Date Book/Page Sale Code Deed Grantor Price 03-18-2017 3978 / 2197 0111 SP Honore Investments and Property $100 Mgmt Grp LLC 06-25-2014 3652 / 2739 0001 WD Purrington Sandra $4,500 11-16-2005 2423 / 2063 XX01 OA Sanchez (EST) Albert $0 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 %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 Land Size (acres): 0.29 Land Size (SF): 12,780 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 Soil Map 561871 561879 27° 28' 33" N r 561895 Lim Soil ' c U me y not 11c vilid at thi seal 27° 28' 30" N 561853 561871 561879 561897 561895 3 Map Scale: 1:328 it printed on A portrait (8.5" x 11") sheet. Metiers m NN 0 4 9 18 27 /V 0 15 30 60 90 Map projection: Web Mercator Comer coordinates: WGS84 Edge ti6: U1M Zone 17N WG584 6 3 561903 561911 27° 28' 33" N 561903 L W27° 28' 30" N 561911 3 in Custom Soil Resource Report St. Lucie County, Florida 44—Tantile and Pomona sands Map Unit Setting National map unit symbol: ljpw6 Elevation: 0 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 Tantile and similar soils: 45 percent Pomona and similar soils: 43 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. 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 Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 1.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: AID Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Pomona 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 E - 5 to 26 inches: sand Bh - 26 to 39 inches: sand E' - 39 to 51 inches: sand Btg - 59 to 72 inches: 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 0.57 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. 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) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No 11 Custom Soil Resource Report 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G 156BC141 FL) Hydric soil rating: No 12