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HomeMy WebLinkAboutOSTDS NEWR 'SY STATE OF FLORIDA St Lucie DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT ANDI SYSTEM DISPOSAL PERMIT #:56-SF-1845889 APPLICATION # : AP 1343681 DATE PAID• FEE PAID: RECEIPT #: DOCUMENT #: PR1120863 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Martin Riccio I PROPERTY ADDRESS: TBD Oak Dr Fort Pierce, FL 34949 LOT: 5 BLOCK: 28 SUED IIVISION: PROPERTY ID #: 1436-602-0010-000-3 I [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. I 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 I I T [ 1,050 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/X 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 [X] FILLED [] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED I [ ] N F LOCATION OF BENCHMARK: Center of WM across Oak St. from property I•ELEVATION`OF PROPOSED SYSTEM SITE [ 3j00 ][ INCHES FT I ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 16 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT Ir , D FILL REQUIRED: [16.00] INCHES EXCAVATION REQUIRED: [ ] 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. I - T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H s. 64E-6.013(3)(f]I, FAC. i E R SPECIFICATIONS BY: Brian J In m TITLE: Environmental Specialist II APPROVED BY: Environmental Specialist II St. Lucie CHD Brian J In g DATE ISSUED: 06/11/2018 i EXPIRATION DATE: 12/11/2019 a DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC i File C© e 1 of 3 v 1.1.4 AP1343681 SE1081065 I I I 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"I 20.68, 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 thelAgency 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 fled within 30 days of rendition of the final order. i HEALTH PAYING ON. RECEIVED FROM: PAYMENT FORM: Kamer MAIL TO: Martin Riccio FACILITY NAME: PROPERTY LOCATION: TBD Oak Dr Fort Pierce, FL 34949 St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 -1845889 BILL Doc #:56-BID-3757384 CONSTRUCTION APPLICATION #: AP134368 tinq, Inc I AMOUNT PAID: $ 515.00 D PAYMENT DATE: 05/08/2018 5 28 Lot: Block: I Property ID: 1436-602-0010-000-3 EXPLANATION or DESCRIPTION: QUANTITY FEE i 128 `OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Revew,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 e 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: VanceMH AUDIT CONTROL NO. 56-PID-3539690 0 _ STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT SYSTEM APPLICATION FOR CONSTRUC APPLICATION FOR: [� ] New System [ ] Existing Sy [ ] Repair [ ] Abandonment APPLICANT: Martin L. Riccio- • AGENT: KARNER SURVEYING INC MAILING ADDRESS: 2740 SN MARTIN DOWNS AND DISPOSAL TION PERMIT PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: C� I ] Holding Tank [ ] Innovative [ ] " Temporary I ] T Gray CUJ z-- 3-U - 3674 TELEPHONE(772) 288 7206 #333, P-PaM CITY, FL. 34990 TO BE COMPLETED BY APPLICANT OR APPLICANT�'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUZN 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: 5 BLOCK: 28 SUBDIVISION: Revised PROPERTY ID #: 1436-602-0010-000- t of Unit S Ft. Pierce Shores PLATTED: 1951 i ZONING: I/M OR EQUIVALENT: /[ Y / N ] PROPERTY SIZE: 0.27 ACRES WATER SUPPL : [V ] PRIVATE PUBLIC [ ]<=2000GPD [✓ 1>2000GPD _ IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / LR ] PROPERTY ADDRESS: Oak Dr., Fort Pierce DIRECTIONS TO PROPERTY: SEE .ATTACI0D BUILDING INFORMATION RESIDENTIAL [ ] COMMERCIAL Unit Type -of No. of Building Commercial/Institutional System Design No Establishment Bedrooms I Area Sqft Table 1, Chapter 64E-6, FAC I I 1 RESIDENCE 3 2275 2 I 3 4 �[ ] Floor/Equipment Drains ] Ot r (Specify) r X �� SIGNATURE: t. \ DH 4015, 10/97 (Previous EditAojlis May Be Used) ONLINE VERSION APPLICANT: Property owner's full name. DISTANCE TO SEWER:' FT DATE: 5-2-18 Page 1 of 4 CONTRACTOR / AGENT: LOT: 5 SUBDIVISION: Karner Surveying, Inc ID#: 4K: 28 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]YE TOTAL ESTIMATED SEWAGE FLOW: 400 GALL, AUTHORIZED SEWAGE FLOW: 674.99 GALL, UNOBSTRUCTED AREA AVAILABLE: 1115.00 SQFT [ ]NO NET USABLE AREA AVAILABLE: 0.27 ACRES PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 j PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Center Of WM across Oak St. from ELEVATION OF PROPOSED SYSTEM SITE 3.00 [ INCHES / FT ] [C / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 6 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 CnTT. AR(1FTT.V.. TMFAAMnTTAN CTTF. 1 I SOTT. PRO7TT.F. TNFORMATTON SITE 2 USDA SOIL SERIES:Canaveral find sand Munsell #/Color Texture Depth 10YR 3/2 Sand 0 To 14 10YR 6/3 Sand 14 To 30 10YR 7/2 Sand 26 To 51 1UYR 6/1 Sand 51 To 72 i USDA SOIL SERIES:Canaveral find sand Munsell #/Color Texture Depth 1 OYR 3/2 Sand 0 To 17 10YR 612 Sand 17 To 35 10YR 7/2 Sand 26 To 56 10YR 6/1 Sand 56 To 72 OBSERVED WATER TABLE: 43.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 26 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 26.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [X,] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA VISWT determined using USDA WSS and soil borings. 10YR7/2 stripping In 10YR6/2 matrix >10% with diffuse boundaries starting at 26" in S132. S131 4" above BM. SB2 3" above BM. SITE EVALUATED BY: i- DATE: Ingram, Brian (Title: Environmental Specialist 11) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1343681 EID1845889 INCHES 05/15/2018 Page 3 of 4 v 1.0.2 STATE OF FLORIDA PERMIT # : 5(-SF- S-LdW DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Martini L. Ricr_io AGENT: KARNER SURVEYING INC LOT: 5 BLOCK: 28 SUBDIVISION: Revised Plat of Unit 5 Ft. Pierce Shores PROPERTY ID #:1436-602--0010-000-3 I [Section/Township/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [�] IS [ ] NO NET USABLE AREA AVAILABLE: 0.27 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 1GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY 11500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 1115 SQFTUNOBSTRUCTED AREA REQUIRED: 1000.5 SQFT BENCHMARK/REFERENCE'POINT LOCATION: MagNaii/Dist in West edge of Road (Oak Drive) El. 3.67 ELEVATION OF PROPOSED SYSTEM SITE IS 0.27 1 [INCHES/#'fl [ABOVE/BELOW] BENCHMARI{/REFERENCE POINT r THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT I DITCHES/SWALES: 15 FT NORMALLY WET? [ ] YES [ ] NO WELLS: PUBLIC:N/A FT LIMITED USE: FT PRIVATE: 75r FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 10 FT I SITE SUBJECT TO FREQUENT FLOODING: 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE USDA SOIL SERIES: [ ] YES [j] NO 10 YEAR FLOODING? [ ] YES' [�] NO ( FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO ,TO ,TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE.[PERCHED-/ APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: t INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ]INO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [q] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DH 4015, 10/96 (Replaces HRS-H Fo=\4J5 [page 3] which may, be used) Page 3 of 4 .'roperty,Card Page-1-of Michelle Franklin, CFA -- Saint Lucie CI unty Property Appraiser -- All rights reserved. Property Identification Site Address: TBD Parcel ID: 1436-602-0010- Account 4: 12184 Sec/Town/Range: 000-3 36/34S/40E Map ID: 14135N Zoning: RS-4 Use Type: 0000 Jurisdiction- Saint Lucie County Ownership L Igal Description Martin L Riccio REV PL OF FORT PIERCE SHORES -UNIT 5- BLK 28 LOT 5 Joyce Riccio (OR 4099-675) 300 1 Oth AVE Belmar, NJ 07719-2313 Current Values Historical Values 3-year Just/Market: $92,800 Assessed: $81,620 Ye I Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $81,620 2017, $92,800 $81,620 $0 $81,620 2016 $74,200 $74,200 $0 $74,200 2015 $68,900 $68,900 $0 $68,900 i Sale History Date Book/Page Sale Code Deed Grantor Price 02-13-2018 4099 / 0675 0001 WD Berkshire Fund III LLC $1,22,500 05-26-2015 3751 / 2149 0001 WD Reyes Barbara $94,600 01-01-1984 0421 / 0283 XX00 CV $37,000 Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: 2014 Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% 1 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 Sketch (SF) a1't'iilcL 1CGross Area (SF): 0 _ _. Land Size (acres): 0.27 for Land Size (SF): 11,875 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit ... _.................. ...._ _ . _... _.. _. .. _ _ _. _..- .... ..... ..... _ .......... .......... • This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. tttp://www.paslc.org/RECard/ 5/8/201 E BW 175YW z m O C7 t Ln 00 o 9i {j � CGk(i;j 0' C x m 3 ((nChp A pp z 'o 18 I 801 17 48" W S2' A Y z 80" 175YW V 7 CD OCD N O O "d C a n (D 80° 17 48" W X CD O a r . + Custom Soil Resource Report s�-S�,�d'g5g,E� St. Lucie County, Florida 10—Canaveral fine sand, 0 Ito 5 percent slopes Map Unit Setting National map unit symbol: ljpv3 Elevation: 10 to 100 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 Canaveral and similar soils: 85 percent Minor components: 15 percent Estimates are based on opservations, descriptions, and transects of the mapunit. Description of Canaveral Setting Landform: Dunes on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 6 inches: fine' sand C - 6 to 80 inches: fine sand I Properties and qualities Slope: 0 to 5 percentl Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Low j . Capacity of the most limiting layer to transmit water (Ksat): Very high (19.98 to 39.96 in/hr) Depth to water table: About 12 to 36 inches Frequency of flooding: None • Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in (profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 6.0 Available water storage in profile: Very low (about 1.9 inches) Interpretive groups j Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A/D Forage suitability group: Forage suitability group not assigned (G156BC999FL) Hydric soil rating: No 10