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Home My WebLink Abouttbd Hatcher StSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Richard Jemisnn PROPERTY ADDRESS: Hatcher St Fort Pierce, FL 34981 LOT: 13,14,15 PROPERTY ID # BLOCK: 1 2429-601-0013-000-2 SUBDIVISION: Florence M. Hatcher PERMIT #: 56-SF-1 854219 APPLICATION #: AP1349274 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1124720 [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 SeoticNew 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: Site BM NiD W side of Hatcher near N property line I ELEVATION OF PROPOSED SYSTEM SITE [ 21.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 14.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D F O T H E R 'ILL Kr:g Ullir:U: 1 LD.UUJ INUMES EXCP.VATIUN REQUIREll: t 44.UU J INGriP;S The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of 300 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: Brian J In ram TITLE: APPROVED BY: DATE ISSUED g / Environmental Specialist II TITLE: Environmental Supervisor I Dianna S May 08/26/2020 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHD 02/26/2022 Page 1 of 3 11 1. 11. AP1349279 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. 5 W(Gee-aqn - Vv 0 - va St. Lucie County Health Department f'1 a 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-1854219 BILL DOG #:56-BID-4781778 CONSTRUCTION APPLICATION #: AP1349274 RECEIVED FROM: Richard Jemison AMOUNT PAID: $ 420.00 PAYMENT FORM: CREDIT CARD 760146 PAYMENT DATE: 07/22/2020 MAIL TO: Richard Jemison C(nwrGi FACILITY NAME: PROPERTY LOCATION: Hatcher St Fort Pierce, FL 34981 Lot: 13,14.15 Property ID: 2429-601-0013-000-2 1 Block: 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 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-4508461 " v f STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Rirharrf .IPrrnlSr)n CONTRACTOR / AGENT: Richard Jemison LOT: 13,14,15 BLOCK: 1 SUBDIVISION: Florence M. Hatcher ID#: 2429-601-0013-000-2 APPLICATION # AP134927=! PERMIT # 56-SF-1854219 DOCUMENT # SE1353573 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: 0.60 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 900.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE Site BM NiD W side of Hatcher near N pro 21.00 [ INCHES / FT ] [ ABOVE / 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: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 35 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 l RATT. PPn7TT.F. TWVnPMATTnW QTTF. 9 USDA SOIL SERIES:Susanna sand Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 7 10YR 5/1 Sand 7 To 26 1 OYR 6/1 Sand 17 To 26 10YR 6/2 Sand 26 To 33 10YR 5/1 Sandy Clay Loam 33 To 40 1 OYR 4/2 Sandy Clay Loam 40 To 44 10YR 5/2 Loamy Sand 44 To 50 1 OYR 5/2 Loamy Fine Sand 50 To 54 REFUSAL Refusal 54 To 72 USDA SOIL SERIES:Susanna sand Munsell #/Color Texture Depth 10YR 4/1 Fine Sand 0 To 6 10YR 5/1 Sand 6 To 30 10YR 6/1 Sand 20 To 30 1OYR 5/1 Sandy Clay Loam 30 To 39 1 OYR 4/2 Sandy Clay Loam 39 To 42 10YR 5/2 Loamy Sand 42 To 52 1 OYR 5/1 Loamy Fine Sand 52 To 55 REFUSAL Refusal 55 To 72 OBSERVED WATER TABLE: 29.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 17 INCHES [ ABOVE / HELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 17.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in a 10YR5/1 matrix >10% with diffuse boundaries starting at 17" in SB1. SB1 21" below BM, SB2 19" below BM. SITE EVALUATED BY: Ingram, Brian (Titlnvironmental Specialist II) (ENVIRONMENTAL HEALTH) itions DH 4015, 08/09 (Obsoletes previous edwhit may not be used) Incorporated: 64E-6.001, FAC 44 INCHES DATE: 08/25/2020 Page 3 of 4 AP'1349274 EID18542'19 V i.0.2