The URL can be used to link to this page

Home My WebLink AboutOSTDS New04 STATE OF FLORIDA PERMIT #: 56-SF-2350249 DEPARTMENT OF HEALFILE C®P TH A,-PLiCATION #: AP1713651 ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID: SYSTEM FEE PAID: CONSTRUCTION PERMIT RECEIPT #: DOCUMENT #: PR1677979 CONSTRUCTION'PERMIT FOR: OSTDS New APPLICANT: (Grande Construction of FL Inc) PROPERTY ADDRESS: TBD Palm Dr Fort Pierce, FL 34982 LOT: 39 BLOCK: SUBDIVISION: Indian River Estates PROPERTY ID #: 3402-608-0341-000-1 [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 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 DO MOUND I CONFIGURATION: [ ] TRENCH [x] BED [ ] i F LOCATION OF BENCHMARK: Site BM #2 PK Nail & Disk elev 16.33' I ELEVATION OF PROPOSED SYSTEM SITE [ 2.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.00][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [26.001 INCHES EXCAVATION REQUIRED: [ ] INCHES O T H E R system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J gram DATE ISSUED: 11/04/2021 EXPIRATION DATE: 05/04/2023 DH 4016, 08/09 (Obsoletes all previous editions which may_no.t-lam- ----" 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 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #: 56-SF-2350249 BILL DOC #:56-BID-5512970 CONSTRUCTION APPLICATION #: AP1713651 RECEIVED FROM: Greq Oldokowski AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 5918 PAYMENT DATE: 08/11/2021 MAIL TO: (Grande Construction of FL Inc) FACILITY NAME: PROPERTY LOCATION: TBD Palm Dr Fort Pierce, FL 34982 39 Lot: Block: 1 Greg Oldakowski greg@grandefl.com 0 CO\STRD(-LID\OF FI.ORIDA. L\C. PO Box 881765 Completing your project Port St. Lucie, FL 34988 with quality and integrity. 772-336-7240 772-785-8851 fax www.grandefl.com Licensed - Insured - Bonded CorRDod General Contractor 1505127 RESIDENTIAL & COMMERCIAL DEVELOPERS i i Property ID: 3402-608-0341-000-1 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 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5154714 �ntE � -?-�Vi'�►� STATE OF FLORIDA PERMIT NO._ DEPARTMENT OF HEALTH DATE PAID: �0 • ten. ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: rjl.�� SYSTEM RECEIPT # : APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: GRANDE CONSTRUCTION OF FLORIDA, INC. AGENT: GREG OLDAKOWSKI, PRESIDENT & OWNER AGENT TELEPHONE: 772-528-8582 MAILING ADDRESS: PO BOX 881765 PORT ST LUCIE, FL 34988 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: 39 BLOCK: UNIT 7 SUBDIVISION: INDIAN RIVER ESTATES PROPERTY ID #: 3402-608-0341-000/1 PLATTED: ZONING: RS-4 I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: .23 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,(]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: T.B.D. -PALM DRIVE, FT PIERCE, FL 34982 DIRECTIONS TO PROPERTY: MIDWAY EAST TO PALM DRIVE, SOUTH TO PROPERTY BUILDING INFORMATION [j/] RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment 1 SINGLE-FAMILY RESIDEN( 2 3 4 No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 3 "ate [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: PIZdS , DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: 8/10/2021 Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1713651 DEPARTMENT OF HEALTH PERMIT # 56-SF-2350249 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1614320 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Grande Construction of FL Inc CONTRACTOR / AGENT: Greg Oldokowski LOT: 39 BLOCK: SUBDIVISION: Indian River Estates ID#: 3402-608-0341-000-1 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 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM #2 PK Nail & Disk elev 16.33' ELEVATION OF PROPOSED SYSTEM SITE 2.00 [ 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: FT NON -POTABLE: 75 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 52 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 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 13 1OYR 5/1 Sand 13 To 30 1 OYR 6/1 Sand 16 To 36 10YR 2/1 Spodic Material 36 To 47 10YR 4/4 Fine Sand 47 To 57 1OYR 5/4 Fine Sand 57 To 63 HOLE CAVING Refusal 63 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 15 10YR 5/1 Sand 15 To 28 10YR 6/1 Sand 18 To 35 10YR 2/1 Spodic Material 35 To 44 7.5YR 3/2 Spodic Material 44 To 48 10YR 4/3 Fine Sand 48 To 56 10YR 5/3 Fine Sand 56 To 60 HOLE CAVING Refusal 60 To 72 OBSERVED WATER TABLE: 59.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED r REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR611 stripping in 10YR511 matrix >10% with diffuse boundaries starting at 16" in SB1. SB1 and SB2 2" above BM. 7 A SITE EVALUATED BY: Ingram, Brif(Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1713661 E102350249 INCHES DATE: 10/29/2021 Page 3 of 4 v 1.0.2