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Home My WebLink AboutSewagei // zoo-f--o� g !A; PROPERTY ADDRESS: 15371 Sky King Dr Port Saint Lucie, FL 34987 LOT: 70 BLOCK: SUBDIVISION: Treasure Coast Air Park PROPERTY ID #: 4224-501-0070-000-9 [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, E.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 [ 1,350 ] GALLONS / GPD Septic 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 [ 650 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: site BM 1, NiD in cutout, CL of Rd I ELEVATION OF PROPOSED SYSTEM SITE [ 20.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE. [ 6.00 ][ INCHES FT ][ABOVE $ELOW BENCHMARK/REFERENCE POINT / L D F O T H E R REQUIRED: . [ ;JL.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES 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: rian J Ingr TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J I am DATE ISSUED: 05/05/2020 EXPIRATION DATE: 11/05/2021- 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 AP1477704 SE1276072 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. St. Lucie County Health Department C 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH • PAYING ON: #: 56-SF-1770012 BILL DOC #:56-BID-4621014 CONSTRUCTION APPLICATION #: AP1477704 RECEIVED FROM: Spencer Gould AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 007437 PAYMENT DATE: 04/07/2020 MAIL TO: Spencer Gould FACILITY NAME: PROPERTY LOCATION: 15371 Sky King Dr Port Saint Lucie, FL 34987 70 Lot: Block: I. Property ID: 4J24-501-�J0070-000-9 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 00lt>0'-->0 % ."t uQ.X 41'V't. op RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4353556 STATE OF FLORIDA PERMIT NO. % "t'loo�a Y DEPARTMENT OF HEALTH DATE PAID: L41 -1 Q ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: t4 SYSTEM RECEIPT ALL* `#' i'JO "'9 APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair1 [ ] Abandonment [ ]r Temporary [ ] APPLI CANT : SPL7Va- R 6 0LJO T AGENT: p ,{ TELEPHONE: 772 -yo0 _s / o 1 MAILING ADDRESS: P o, DOX 5001.91 PORT -! • L)qY, rL 3�9R6 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: /O BLOCK: —' SUBDIVISION: Tk�-- URG'' CO&T A,1/1' < PLATTED: S PROPERTY ID # : 4 91 q — S 61 - 00 70 r O d0-/ ZONING : I /M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: �qAU ACRES WATER SUPPLY: [VI PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.00651 FS? :[ Y / ®] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 37PP, PC) 27 Sr L (xl,6F- FL 3¢�0,?7 DIRECTIONS TO PROPERTY: 2,7' 14fZOI! N R0 o4 4/!{o,r W BUILDING INFORMATION Unit Type of No Establishment 1 /fry LC F.4M11-y 2 3 4 [,)o RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC t 41 gGG [ ] 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 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Spencer Gould CONTRACTOR / AGENT: Spencer Gould LOT: 70 BLOCK: APPLICATION # AP1477704 PERMIT # 56-SF-1770012 DOCUMENT # SE1276072 SUBDIVISION: Treasure Coast Air Park ID#: 4224-501-0070-000-0 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: TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 5.46 ACRES 520 GALLONS PER DAY [ RESIDENCES —TABLET / OTHER —TABLE 2 ] 8190.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] 4370.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1300.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM 1, NiD in cutout, CL of Rd ELEVATION OF PROPOSED SYSTEM SITE 20.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 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: FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]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 Rr]TT. PRnFTT.F. TWWWMATTAN ATTF. 9 USDA SOIL SERIES:' Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 34 10YR 6/1 Sand 12 To 34 10YR 4/2 Sandy Clay Loam 34 To 51 10YR 5/2 Sandy Clay Loam 51 To 65 10YR 6/2 Sandy Clay Loam 65 To 69 5GY 7/1 Sandy Clay Loam 69 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 35 10YR 6/1 Sand 10 To 35 10YR 4/2 Sandy Clay Loam 35 To 50 10YR 512 Sandy Clay Loam 50 To 59 10YR 6/2 Sandy Clay Loam 59 To 72 OBSERVED WATER TABLE: 32.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 10 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 10.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA IWSVVT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR5/2 matrix, >10% with diffuse boundaries starting at 10" in SB2. SB7 19" below BM. SB2 20" below BM. 1-5-1 SITE EVALUATED BY: DATE: 05/01 /2020 L.- Ingram, Brian (T : Environmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions w 'ch may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1477704 EID1770012 v 1.0.2