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Home My WebLink AboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: APPLICANT: Danick PERMIT #:56-SF-2022014 APPLICATION #:AP1456670 MA. A 6 2020 '. I_Ugie County, Permitting PROPERTY ADDRESS: 8347 Calumet Ct Port Saint Lucie, FL 34986 LOT: 160 BLOCK: SUBDIVISION: Sabal Creek Phase IV DATE PAID: FEE PAID: #: PR1288253 PROPERTY ID #: 3328-701-0013-000-2 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAR ID NUMBER] SYSTEM MOST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, E.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 [ 1,900 ] GALLONS / GPD Septic new CAPACITY' A [ ] GALLONS / GPD. N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ 750 ] GALLONS DOSING TANK CAPACITY [136.67]GALLONS 8[ 6 ]DOSES PER 24 ERS #Pumps [ 1 ] D [ 513 ] SQUARE FEET R [ 513 1 SQUARE FEET A TYPE SYSTEM: [ ] I CONFIGURATION: [X] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM Drainfield new SYSTEM STANDARD [ ] FILLED DO MOUND [ ] TRENCH [ ] BED [ ] site BM Nail in CL of Rd near center of I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D I 0 T H E R [ 18.001E INCHES FT I ABOVE A BELOW BENCHMARK/REFERENCE POINT [ 1.00 ][INCHES FT ][ABOVE BELON BENCHMARK/REFERENCE POINT ILL REQUIRED: [35.UU] INCHES EXCAVATION REQUIRED: [ 55.UU1 INCHES The system Is sized for 6 bedrooms with a maximum occupancy of 12 persons (2 per bedroom), for a total estimated flow of 820 gpd. Dose ENTIRE drainfield each cycle. Pumps must be certified as suitable for distributing sewage effluent. FILE COPY SPECIFICATIONS BY: Brian J Ingr TITLE: Environmental Specialist II APPROVED BY: `'-gITLE: Environmental Specialist II St. Lucie CED Brian S In DATE ISSUED: 01/13/2020 EXPIRATION DATE: 07/13/2021 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 "1456670 SE1237646 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. }Y i HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #,56-SF-2022014 BILL ooCR56-BID-4502404 CONSTRUCTION APPLICATION X:AP1456670 Derrick Bailey AMOUNT PAID: $ 660.00 CREDIT CARD 984Z PAYMENT DATE: 12/09/2019 MAIL TO: Darrick Bailey FACILITY NAME: PROPERTY LOCATION: 8347 Calumet Ct Port Saint Lucie, FL 34986 160 Lot: Block: Property ID: 3328-701-0013-000-2 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 -1 - Well Construction 1 $ 115.00 RECEIVED BY: EvansJS AUDIT CONTROL NO. 56-PID-4245650 � e 51 STATE OF FLORIDA ' DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: 51 -ot=7a PERMIT NO. SF'p�n� DATE PAID: FEE PAID: RECEIPT #: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT. Darrick Bailey AGENT: - TELEPHONE: 772-209-2845 MAILING ADDRESS: 637 SW Cynthia St PSL FL 34983 Nsw wTO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGE BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, ��'1 2`�� SZ v APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE 1 PLATTED (P4S/DD/YY) IF REQUESTING CONSIDERATION OF STATUTOR PROPERTY INFORMATION LOT: 160 BLOCK: SABAL CREEK PROPERTY ID #: 3328-701-0013-000-2 ZONING: PROPERTY SIZE: 1.67 ACRES WATER SUPPLY: [ ] PRIVATE E IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] PROPERTY ADDRESS: 8347 CALUMET CT DIRECTIONS TO PROPERTY: see attached VJAJ 6Y7 r"/PtA s BUILDING INFORMATION [,(] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC I cbs 2 story family home 6 10, 0 2 3 4 [ ] Floor/Equipment Dra�] SIGNATURE: by Danick Bailey ) 07:30:06-05'00' DH 4015, 08/ 9 (Obsoletes peevious editions which may not be used) Incorporated 64E-6.001, FJCC DATE: 12/9/2019 Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1456670 DEPARTMENT OF HEALTH PERMIT # 56-SF-2022014 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1237646 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Darrick Bailey CONTRACTOR / AGENT: LOT: 160 BLOCK: SUBDIVISION: Sabai Creek Phase IV ID#: 3328-701-0013-000-2 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: EX ]YES I ]NO NET USABLE AREA AVAILABLE: 1.67 ACRES TOTAL ESTIMATED SEWAGE FLOW: 820 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 4174.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1538.00 SQFT BENCHMAR[/REFERENCE POINT LOCATION: site BM Nail in CL of Rd near center of property ELEVATION OF PROPOSED SYSTEM SITE .18.00 L 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: FT NORMALLY WET: I ]YES [XINO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: 75 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 75 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES IXIND] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT L MSL / NGVD QMTT. DRnSTT.R TT nMM MTnN RTn 1 ROTT. PRORTT.R. INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 6/3 Loamy Sand 0 To 4 1 OYR 72 Sand 4 To 14 10YR 5/8 CMN/PRM RF 7 To 14 10YR 22 Loam 14 To 18 1OYR 4/3 Sandy Clay Loam 18 To 20 10YR 32 Loamy Sand 20 To 42 10YR 42 Sandy Clay Loam 42 To 55 1OYR 511 Sand 55 To 60 1 OYR 511 Loamy Sand 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 6/3 Loamy Sand 0 To 5 10YR 72 Sand 5 To 16 1 OYR 5/8 CMN/PRM RF 9 To 16 1 OYR 22 Loam 16 To 20 1 OYR 42 Sandy Clay Loam 20 To 26 1 OYR 42 Loamy Sand 26 To 43 10YR 52 Sandy Clay Loam 43 To 54 1 OYR 5/1 Sand 54 To 62 1 OYR 52 Loamy Sand 62 To 72 OBSERVED WATER TABLE: 46.00 INCHES [ ABOVE / BEE] EXISTING GRADE TYPE: [ PERCH® / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 7 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES IX]NO MOTTLING: [X]YES [ ]NO DEPTH: 7.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 55 INCHES DRAINFIELD CONFIGURATION: [X I TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. S5 sandy rodox-10YR518 CMN PROM RF mottling in 10YR7/2 matrix>2% starting at 7" in SB1. SB1 18" below SM. S13217' below SM. SITE EVALUATED BY: �_ DATE: 01/08/2020 Ingram, Brian (Titl . nvironmental Specialist Ili (ENVIRONMENTAL HEALTH) DE 4015, 08/09 (Obsoletes previous editions wtu stay not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1456670 EID2022014 v 1.0.2