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Home My WebLink Aboutseptic permitSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (A Great Home, L PROPERTY ADDRESS LOT: 8 7828 Saddlebrook Dr Port Saint Lucie, FL 34986 BLOCK: SUBDIVISION: SabalCreek I PROPERTY ID #: 3321-501-008-000-9 PERMIT #:56-SF-2218467 APPLICATION #: AP1610917 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1517807 [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 [ 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 HRS #Pumps [ ] D [ 667 ] 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, set nail in Rd W I ELEVATION OF PROPOSED SYSTEM SITE [ 5.00 ][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.001 INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: L 5U.UUJ INCHES EXCAVATIUN REQUIREll: L J 11V Gt115 The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. Drainfield elevation based off 42" suitable soil below bottom of drainfield requirement. SPECIFICATIONS BY: B J I TITLE: 14 APPROVED BY: DATE ISSUED rian gram Environmental Specia ist III TITLE: Environmental Specialist III St. Lucie Brian J ngram 03/01/20 1 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC 09/01 /2022 CHD Page 1 of 3 v 1.1.4 AP1610917 SE1485414 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. d� 5� STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO. DATE PAID: Z FEE PAID: RECEIPT #: New System ( ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: A GREAT HOME, LLC AGENT: CRYSTAL BAILEY TELEPHONE: 7722673285 MAILING ADDRESS: 637 SW CYNTHIA ST PSL FL 34983 ------------- 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. LOT: BLOCK: - SUBDIVISION: SABLE CREEK PLATTED: PROPERTY ID #: 3321-501-0008-000-9 ZONING: AR-1 CqM I/M OR EQUIVALENT: [ YIN ] PROPERTY SIZE: 4.34 ACRES WATER SUPPLY: [,/'] PRIVATE PUBLIC ( ]<=2000GPD ( ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ YIN ] DISTANCE TO SEWER: na FT PROPERTY ADDRESS: 7828 SADDLEBROOK DR Saint Lucie County DIRECTIONS TO PROPERTY: Map ID: 33/21S BUILDING INFORMATION [V1 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 4 3089 2 3 4 [ ] Floor/Equipment Drains 1-4--0 er (Specify) SIGNATURE -— ��DATE: 12/16/2020 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: A Great Home, LLC CONTRACTOR / AGENT: Crystal Bailey LOT: 8 BLOCK: SUBDIVISION: Sabal Creek I ID#: 3321-501-008-000-9 APPLICATION # AP1610917 PERMIT # 56-SF-2218467 DOCUMENT # SE1485414 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: 4.34 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 6509.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: site BM, set nail in Rd. ELEVATION OF PROPOSED SYSTEM SITE 5.00 [ 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: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 34 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 RnTT. PRnFTT.F. TNFnRMATTnN RTTF. 1 SOTT, PROFTT.F. TNFORMATTON SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 5/1 Sand 0 To 24 1 OYR 6/1 Sand 12 To 27 1 OYR 3/1 Spodic Material 27 To 35 1OYR 5/3 Sandy Clay Loam 35 To 40 2.5YR 5/3 Sandy Clay Loam 40 To 45 HOLE CAVING Refusal 45 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 411 Loamy Sand 0 To 7 1 OYR 5/1 Sand 7 To 26 1 OYR 6/1 Sand 14 To 28 1 OYR 2/2 Spodic Material 28 To 40 10YR 5/2 Sandy Clay Loam 40 To 52 OBSERVED WATER TABLE: 24.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 12.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) 7 REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR5/1 matrix, >10% with diffuse boundaries starting at 12" in SB1. S131 and SB2 5" below BM. SITE EVALUATED BY: Ingram, Br' (Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editio s which may not be used) Incorporated: 64E-6.001, FAC INCHES DATE: 02/26/2021 Page 3 of 4 AP1610917 EID2218467 v 1.0.2 SURVEYORS' NOTES: 1. Bearings shown hereon are based on the centerline of Saddlebrook Drive as platted and bears S 38'19'27" W. 2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction -and/or design purposes. 3. All distances and bearings are as field measured and are coincident with "PLAT" and description data unless otherwise noted. 4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper. 5. This survey is based upon a description furnished by the client, there has been no search of the public records done by this office. 6. Property lies in Flood Zone 'Y' per National Flood Insurance Program Rate Mop, Community Panel Number 12111CO254 J, a non -printed panel 7. This survey is not covered by professional liability insurance. 8. City water is available in this area, City sewer is not available in this area. 9. This survey meets the required accuracy as shown in Ch. 5J-17.051 (2) (b) based on its expected use. 10. No underground utilities or improvements were located unless otherwise shown. 11. Elevations shown hereon are based upon NAVD 88 datum. 12. Reference benchmark is "S.R.D. Bridge" (Elevation 8.77 NAVD 88). m D (n ;a Z O D C11 00 o o M D m DLn N 1 O no D O rn 00 X D D -C I I m z FP&L_ EASEMENT (ORB 220, PAGE 445) Ln 10' DRAINAGE &J UTILITY EASEMENT LOT % (VACANT) N43034'00"W 928.68' 660' I ;u 268!68' I I 95' _ I I a I I � ±LIMITS OF ; o _ rrl *1050 GALLON TANK PROPOSED �S rrri 71 615 SQ. FT. DRAINFEILD GRAINFIELD? to -ZI n In (PER CONTRACTOR) I(GREEN AREA 12_5112.5' OTHERS) *SEPTIC BYZo - m m bl Orri O 46.25' 0 = z 22 � U3 71.OD' �7 0 D m m N D o LOT 8 (VACANT) m Z p MIM 0 104,92' c' `z Aim rr7 � ------------------------------- m CID I"a 1< X 0 � o o r- o c) 01 = 104.04' --------------- M D M PROPOSED m =��' ONE—STORY z RESIDENCE MINIMUM PROPOSED FFE=25.61 (1.5' ABOVE HIGHEST ROAD CROWN) William B Digitally signed by William B Bennett Bennett Date: 2020.12.18 10:52:58-05'00' WILLIAM B. BENNETT Professional Surveyor & Mapper Florida Certificate No. 6353 LB No. 7608 7 Permit # LEGAL DESCRIPTION: LOT 8, SABAL CREEK —Phase I, according to the map or plot thereof, as recorded in Plat Book 23, at Page(s) 32, of the Public Records of St. Lucie County, Florida. LOT AREA: 188,000 Sq. Ft.; 4.34 Acres± STREET ADDRESS: 7828 Saddlebrook Drive, Port St. Lucie, Florida 34986. WATER > w METER �5 d, ELECTRI AL- TRANSFO MER I I � I ' w -H I� ¢Z o I ri Uw N U I I O > aUj a- 1.6 20.0' i I NI com 10.00'P 1.6 h O 2.92' 3. 8' 35.6 7' T STOOP N43034'00"W 951.36' LOT 9 (OCCUPIED) FFE=27.3 (NAVD 88) _)jr 50.50' - WATER METER Y rn �� J I U Q 'n Id V �\s' I p'S ryry of PROPOSED RS' m l DRIVEWAY 7 N o g4.65' ___-------- 00 M V) 0 0 , 10 10' DRAINAGE & J UTILITY EASEMENT ~r �±LIMITS OFF zi U i I (S)EXISTING( I Z) U I L-DRAINFIELDJ o w I I LEGEND CL = CENTERLINE RIGHT OF WAY CONC = CONCRETE EP = EDGE OF PAVEMENT gr = TELEPHONE RISER FIR = FOUND 5/8" IRON ROD A = WATER METER (UNNUMBERED) A/C = AIR CONDITIONER PAD FND = FOUND NAIL & DISK UE = UTILITY EASEMENT (UNNUMBERED) )i = CABLE TELEVISION RISER = SPOT ELEVATION ± = PLUS OR MINUS kook FFE = FINISHED FLOOR ELEVATION -t= BREAK LINE (NOT TO SCALE) N = WATER VALVE X = LIGHT POLE o� 7828 Saddlebrook Dr, Source ;rovos Port St. Lucie, FL 34986 SITE �ao i1r a� a Vicinity Map (Not To Scale) 40 0 40 GRAPHIC SCALE IN FEET rz G 0 ,nv mh E C p6 ] a nay rya- .L a_ gym+ 0 N o N ,n N i o O" T m M rflewood Lane N•�FND ° (60' Right-of-way) 'Co rTD MU)FDOH inSt. Lucie County Environmental t-lealth 00 lan Approved for Construction edes All Previous Site Plans for 5(¢SF-22i R HIo7 &Well # 112�- - - �• Reviewe : 50.00A WATER METER CERTIFIED TO: DARRICK BAILEY I Date of Last field work:12/11/2020 Boundary & Site Plan Survey „'e Prepared on the order of: `,� n n e tt Bennett Surveying, Inc. Darrick Bailey 107 Augusta Court Field: JP/BB .lob No.: 20-1103 Jupiter, Florida 33456 tel: 772.336.4933 Drawn: WB Date:12/18/2020 email: bennettsurveying@yahoo.com Scale: 1 "=40' Sheet: 1 of 1