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Home My WebLink AboutD O HFERMI% #:66-SF-1910410 STATE OF FLORIDA FILE COPY APPLICATION #:AP1388733 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PEE PAID: #: PR1202473 -L. I CONSTRIICTION PERMIT FOR: OSTDS New MAY 0 6 2019 SCANNED Lucia County, Permitting BY APPLICANT: Babu Thomas � St Lucie Ci)III14 PROPERTY ADDRESS: 8003 Plantation Lake Dr Port Saint Lucie. FL 34986 LOT: 51 BLOCK: SUBDIVISION: Reserve Plantation PROPERTY ID #: 3321-803-0055-000-0 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAR 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 SPECIFICATIONS T [ 1,050 ] GALLONS / GPD _ Sentle new CAPACITY A I ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY IMAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @I ]DOSES PER 24 HRS #Pumps ( D [ 667 ] SQUARE FEET Drainfield new SYSTEM R I I SQUARE FEET N/A SYSTEM A TYPE SYSTEM: I ] STANDARD I ] FILLED DO MOUND I ] I CONFIGURATION: [ ] TRENCH [X] BED ( ] N F LOCATION OF BENCHMARK: orange. circle CL of Rd S property line extended W I ELEVATION OF PROPOSED SYSTEM SITE 17.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD To BE [ 14.0011 1NCHE3 FT IIAEOVE BELOW I BENCHMARK/REFERENCE POINT L D O T H E R System Is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Ingr_pja TITLE: Environmental Specialist II APPROVED BY: ITLE: Environmental Specialist II St. Lucie CHD Brim J Ingr DATE IssDED: 02/12/2019 EXPIRATION DATE: 08/12/2020 DE 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 2.1.4 A111388733 SE1152223 a STATE OF FLORIDA DEPARTMENT OF HEALTH •g ONSITE SEWAGE TREATMENT AND DISPOSAL a�K.�• SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [wr New System [ ] Existing System [ j Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary PERMIT DATE PAID: ($ FEE PAID: 5(5 RECEIPT #: [ ] Innovative APPLICANT • "6V y 1 H W g S AGENT: id t.c/' Co, s 1 it TELEPHONE : '7-7L 'Z O [ -] % y MAILING ADDRESS: Jtd"n Sbmt- Phne %yq.'L f �f` 7�rrc� FLV4- 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 rr � LOT: SL_ BLOCK: SUBDIVISION: StrVr- 1G -4c7 ,,) � PLATTED: PROPERTY ID #: 3 3a1 n m(]S ZONING: Q I/M OR EQUIVALENT: [ Y Styr ' PROPERTY SIZE:.IYO AGR&S WATER SUPPLY: [ ] PRIVATE PUBLIC V ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /(N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 200,) V)&n-6-kjrA Ltilers 3499Q DIRECTIONS TO PROPERTY: fr<crvZ &-n-nT r,',,4 - :f-o BUILDING INFORMATION Unit Type of No Establishment 1 5Y� 2 3 4 [//] Floor/Equipment SIGNATURE: [ ] RESIDENTIAL [ ] COMMERCIAL No, of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 30,S AC - Other (Specify) DATE: 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 # AP1388733 DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT # 56-SF-1910410 SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1152223 APPLICANT: Babu Thomas CONTRACTOR / AGENT: DiFrancesio Construction Inc. LOT: 51 BLOCK: SUBDIVISION: Reserve Plantation ID#: 3321-803-0055-000-0 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALISIED PERSON, ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS, PROPERTY SIZE CONFORMS TO SITE PLAN: EX ]YES I INC, NET USABLE AREA AVAILABLE: 0.55 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1375.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1490.00 SOFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARX/REPERENCE POINT LOCATION: orange circle CL of ELEVATION OF PROPOSED SYSTEM SITE 7.00 I INCHE. / FT ] DOVE I/ BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: PT DITCHES/$WALES: FT NORMALLY WET: I ]YES. [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 75 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFTLR TN NTRMTnN arm. I I ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] _FT [ MSL / NGVD ] SITE ELEVATION: PT I MSL / NGVD USDA SOIL SERIES:Nettles Sand Munsell #/Color Texture Depth 1 OYR 5/1 Sand 0 To 28 10YR 6/1 Sand 22 To 41 1OYR 2/2 Spodlc Material 41 To 49 7.5YR 413 Sand 49 To 56 HOLE CAVING Refusal 56 To 72 AnTT. D.nmTT.. Ttty n.vwmTM� USDA SOIL SERIES:Oldemar eared Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 TO 6 1 OYR 5/1 Sand 6 To 27 1CYR611 Sand 17To44 1CYR 3/2 Spodic Material 44 To 49 7.5YR 413 Sand 49 To 55 HOLE CAVING Refusal 55 To 72 OBSERVED WATER TABLE: 23.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE RLEMICN: 17 INCHES I ABOVE / piLOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: IX]YES [ ]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 VT determined using USDA WSS and soil borings. 1611 stripping in 10YR6/1 matrix>10% with diffuse boundaries starting at 17" In SB2. 9" above BM. S82 T' above BM. 1,1� SITE EVALUATED BY: Ingram, Brien Da 4015, 08/09 (Obaoletes Previous oditione w MrmenUH Spa0IaI1St II) (ENVIRONMENTAL HEALTH) not be used) Incorporated: 64E-6.001, FAC INCHES DATE: 02/07/2019 Page 3 of 4 AP1388733 EID1910410 y 1.0.2 Sxe STATE OF FLORIDA PERMIT DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: 64 Q L/ I (n.t M 416 AGENT: Pl ffr" t es o LOT: Si BLOCK: SUBDIVISION:(�- PROPERTY ID #:_!�i71 S]U 3 Oc�waf [Section/Township/Parcel No. or Tax ID Number] 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: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE2] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY 11500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SOFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [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: I FT NORMALLY WET? [ ] YES [ ] NO WELLS: PUBLIC: FT LIMITED USE: . FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD 1 MUNSELL if/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO USDA SOIL SERIES: TO ev" &1 Vr'l" 1Nr'ORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES I ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA. - SITE EVALUATED BY: DH 4015, 08/09 (Obsoletes previous editions which may not be used) In001porated: 64E-6.001,FAC Page 3 of 4 APPLICANT'S LEGAL I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at-least-10 feet from the available area for the proposed septic system unless theplans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, .wetlands, or surface water within 75 feet of the available area for the /proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface.water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OREN6INEER. dtxsfi+muatipticsSq iclpppPaw=07 CERTIFIED BY: FLORIDA PROFESSIONAL NO.: DATE: �?--7 z;—r— a? JOB No.: �� t T