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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE-TREATNENT AND DISPOSAL SYSTEM APPLICATION #:AP1454854 DATE PAID: FEE PAID: RECEIPT #: RECEIVED DOCUMENT #: PR1288441 JAN 2 4 CONSTRUCTION PERMIT FOR: OSTDS New Lucie County, Parmltt:n9 APPLICANT: Chad Hinkle PROPERTY ADDRESS: 7405 Silver Oak Dr Port Saint Lucie, FL 34952 LOT: 1 PROPERTY ID #: BLOCK: 3 sUBDIv1s1oN: St. Lucie Gardens 3414-501-0701-000-2 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MOST 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 T [ 1,050 ] 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 ERS #Pumps [ D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED DO MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED- [ ] N F LOCATION OF BENCHMARK: FND 5/8" IR in CID, no ID, center of intersection I ELEVATION OF PROPOSED SYSTEM SITE [ 20.003[[ INCHES FT ][ABOVE BELOW b BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 It INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D r ILL REQUIRED: [.35.UU] INCHES EXCAVATION REQUIRED: [ J INOHGS The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J Ingr TITLE: Environmental Specialist II APPROVED BY: ITLE: Environmental Specialist II St. Lucie CHD Brian J In r DATE ISSUED: 01/141202C EXPIRATION DATE: 07/14/2021 DB 4016, OB/09 (Obsoletas .all previous.editions which may not be used) Incorporated: 64E-6.003, PAC O 1 of 3 v l.l.d M1454854 SE1237843 �� 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 IWay, 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. ' d d`. HEALTH PAYING ON: RECEIVED FROM: PAYMENT FORM: MAIL TO: Chad Hinkle St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #:56-SF-2019027 BILLooc#:56-BID-4495586 CONSTRUCTION APPLICATION #: AP1454854 Chad Hinkle- AMOUNT PAID: $ 545.00 CHECK 508 PAYMENT DATE: 11/25/2019 FACILITY NAME: PROPERTY LOCATION: 7405 Silver Oak or Port Saint Lucie, FL 34952 Lot: 1 Block: 3 Property ID: 3414-501-0701-000-2 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection, 133 - OSTDS Construction Reinspection QUANTITY FEE 1 $ 5.00 1 $ 45.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4238681 ;� an STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO.% -SF` AOkc1"-1 DATE PAID: ` Q FEE PAID: $ RECEIPT #: APPLICATION FOR: [,/I New System [ ] Existing system [ 1 Holding Tank ,[ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: �� N'•LG�dl-;-1.�(G�e. l� J��'t�U."ji'L.h�2o� AGENT: c� (� TELEPHONE •J�7n U� -Z�Z% MAILING ADDRESS: _ �7%O �4.wc�0 Q ______________c____eve=vevvveveeeceeveeeeeve==vvvvveevvvevveeeeeveevvvvvveeeeve__e_vvevvve TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 4B9.105 (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. eevevvvvvvvvvevcveeveeeevvvvvvvev_-__vev____veveeeeeevvvvvvvvvveveeeee_____vv__-e_______ve PROPERTY INFORMATION LOT: .J- BLOCK: J SUBDIVISION: L ce(C. 6-1714e/ 5 PLATTED: PROPERTY ID #: 3`I1q - 5bl ` 6:6I -d DO Z ZONING: �R#t-J I/M OR EQUIVALENT: [ Y I PROPERTY SIZE; L1:06 ACRES WATER SUPPLY: [ I PRIVATE PUBLIC [ ]<e2000GPD [ 3>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS7 [ Y] DISTANCE TO SEWER: FT ^7 PROPERTY ADDRESS: (905- s(�J¢/ (�1.����/k 0, C ?JL • FL` 399E-Z v DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ ] RESIDENTIAL [ I COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment II 'Bedrooms Area Sq£t Table 1, Chapter 64E-61 PAC 1 2 3 4 ( I Floor/Equipment Drains ( ] Other (Specify) SIGNATURE: / ��-,L DATE: DH 4015, 00/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1454864 DEPARTMENT OF HEALTH PERMIT # 56-SF-2019027 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1237843 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Chad Hinkle CONTRACTOR / AGENT: LOT: 1 BLOCK: 3 SUBDIVISION: St. Lucie Gardens ID#: 3414-501-0701-000-2 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 BITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 4.06 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET I/ OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 6090.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: FND 518" IR in c/o, no ID, center of interse ELEVATION OF PROPOSED SYSTEM SITE 20.00 [ INCHES / FT ] [ ABOVE / 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: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 40 FT POTABLE WATER LINES: 12 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: nL•rTs r1SrnnAfLmrnwT crmc 1 [ ]YES IX]NO 10 YEAR FLOODING? [ ]YES IXIND] FT [ MSL / NGVD 1 SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES: Munsell #/Color Texture ' Depth I OYR 4/1 Sand 0 To 16 10YR 5/1 Sand 7 To 16 10YR 6/3 Sand 16 To 28 HOLE CAVING Refusal 28 To 72 CTT9 i USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 20 1 OYR 5/1 Sand 8 To 20 1 OYR 62 Sand 20 To 29 HOLE CAVING Refusal 29 To 72 OBSERVED WATER TABLE: 5.00 INCHES [ ABOVE ESTIMATED WET SEASON WATER TABLE ELEVATION: / BEE] 7 INCHES EXISTING GRADE [ ABOVE TYPE: / BELOW ] [ PERCHED / APPARENT 1 EXISTING GRADE LE VEGETATION• [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 7.00 INCHES HIGH WATER TAB SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X 1. TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA WIT determined using USDA WSS and soil borings. stripped matrix-10YR511 stripping In IOYR4/1. matrix >10%With diffuse boundaries starting at 7" in SB1. 1 20" below BM. S132 19" below_BM. SITE EVALUATED BY: Ingram, Brian DR 40151 08/09 (Obsolates previous editions w INCHES DATE: 01113/2020 Environmental Specialist II) (ENVIRONMENTAL HEALTH) may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1454864 EID2019027 v 1.0.2