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Home My WebLink AboutOSTDS NEWs STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New SCANNED PERMIT #:56-SF-1794510 'BY APPLICATION #:AP1310186 t Lude County DATE PAID: AND DISPC 32M RECEIVED E PAID: CEIPT #:. JAN 2 4 2018 Do UMENT #: PR1079216 ST, woe courity, Pormitting APPLICANT: (Jaar Enterprizes, LLC) PROPERTY ADDRESS: 5807 Spruce Dr Fort Pierce, FL 34982 LOT: 35 BLOCK: 77 SUBDIVISION: Indian River Estates PROPERTY ID # : 3402-610-0220-000-4 [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 SeDtic New CAPACITY A [ ] . GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANR:1250 GALLONS] R [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 375 ] 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 OP BENCHMARK: Set mag nail & disk in crown of road I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D E 0 T H E R 3.00 ] [ INCHES_ FT ] [ABOVE BELOW ]BENCHMARK/REFERENCE POINT [ 11.00][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT ILL REQUIRED: [26.001 INCHES EXCAVATION REQUIRED: [ 35.UU ] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 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)(0, FAC. SPECIFICATIONS BY: Dianna S May TIRO Environmental Specialist I APPROVED BY: 2.e�� ;,,y TITLE: Environmental Specialist I St. Lucie CHD Dianna 444ay DATE ISSUED: 10/19/2017 EXPIRATION DATE: 04/19/2019 , DEi,'•4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1310186_ SE1050633 z+ile Copy NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an edministrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedingsare 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. Wit'. k''F St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMIT #• 56-SF-1794510 BILL Doc #•56-BID-3606682 CONSTRUCTION APPLICATION M. AP1310186 RECEIVED FROM: Culpepper & Terpeninq, Inc AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 1007 PAYMENT DATE: 10/09/2017 MAIL TO: (Jaar Enterprizes, LLC) FACILITY NAME: PROPERTY LOCATION: 5807 Spruce Dr Fort Pierce, FL 34982 35 Lot: 77 Block: Property ID: 3402-610-0220-000-4 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 $ 15.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3408519 14 liq�ls�d STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: 0�f, ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: '., SYSTEM RECEIPT #: C(- `O-.00 APPLICATION FOR CONSTRUCTION PERMIT. APPLICATION FOR: [ X] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Jaar Enterprizes, LLC AGENT: Culpepper & Terpening, Inc TELEPHONE: 772-464-3537 MAILING ADDRESS: 2980 South 25th Street, Ft. Pierce, FL 34981 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 (Mb!/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 35 BLOCK: 77 SUBDIVISION: Indian River Estates,Unit 9PLATTED: Jan. 1957 PROPERTY ID #: 340261002200004 ZONING: Res I/M OR EQUIVALENT: [ Y /ON ] PROPERTY SIZE: 0.23 ACRES WATER SUPPLY: [X] PRIVATE PUBLIC [X]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? PROPERTY ADDRESS: 5807 Spruce Drive, DIRECTIONS TO PROPERTY: East On Easy [ Y /& ] Ft. Pierce, Street, North DISTANCE TO SEWER: FT FL 34982 on Spruce to 5807 BUILDING INFORMATION [X] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 single family res 3 1781 2 3 4 [0 ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: �eL G� DATE: IeP % 1 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1310186 DEPARTMENT OF HEALTH PERMIT # 56-SF-1794510 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1050633 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Jeer Enterprizes, LLC CONTRACTOR / AGENT: Culpepper & Terpening, Inc LOT: 35 BLOCK: 77 SUBDIVISION: Indian River Estates ID#: 3402-610-0220-000-4 `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: 0.23 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 600.00 SQFT UNOBSTRUCTED AREA REQUIRED: 563.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Set mag nail & disk in crown of road ELEVATION OF PROPOSED SYSTEM SITE 3.00 [ 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: 16 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 8 FT POTABLE WATER LINES: 10 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 OnrT nn^W-rr.W r11TWr% r„tnmrr%" ermw 9 ROTT. PROPTLE INFORMATION SITE 2 USDA 90IL SERIES:Waveland fine sand Munseli #/Color Texture Depth 10YR 3/1 Loamy Sand 0 To 7 1 OYR 4/1 Sand 7 To 18 10YR 5/2 Sand 16 To 20 10YR 6/2 Sand 20 To 35 REFUSAL Refusal 35 To 72 USDA SOIL SERIES:Waveland fine sand Munsell #/Color Texture Depth 10YR 3/1 Sand 0 To 10 10YR 4/1 Sand 10 TO 15 10YR 511 Sand 15 To 21 10YR 6/1 Sand 19 To 30 10YR 211 Spodic Material 30 To 35 10YR 2/2 Sand 35 To 41 REFUSAL Refusal 41 To 72 OBSERVED WATER TABLE: 24.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) i- REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR512 stripping >10% with diffused boundaries starting at 16" in a 10YR4/1 matrix in SB1. SB1 and SB2 3" above BM. 35 INCHES SITE EVALUATED BY: ��jV...�.r-� DATE: 10/18/2017 May, Dianna (Title:'Environmental Specialist 1) (Florida Department of Health in St Luc DR 4015, 08/09 (Obsoletes 6-evious editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 i i A131310186 EID1794510 v 1.0.2