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Home My WebLink AboutD O H PAERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #:56-SF-1982159 APPLICATION # : AP1428406 DATE PAID: FEE PAID: RECEIPT # DOCUMENT # ::P R1250315 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Zafer and Klara Termanini �t• Lucie onnr , PROPERTY ADDRESS: 8047 Spendthrift Ln Port Saint Lucie, FL 34986 LOT 95 BLOCK: PROPERTY ID # 3321-502-0044-000-6 r-18-J:T9AfF44(7RF Sabal Creek II [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS l 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 [ 1,350 ] GALLONS / GPD SeDUG 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 [ 650 ] SQUARE FEE: R [ ] SQUARE FEE' A TYPE SYSTEM: [ ] I CONFIGURATION: [X] N F LOCATION OF BENCHMARK: Drainfleld New SYSTEM NIA SYSTEM STANDARD [ ] FILLED [X] MOUND [ ] TRENCH [ ] BED [ ] NID CL of road FND PK&D LB #6018 I ELEVATION OF PROPOSED SYSTEM SITE [ 14.001 E BOTTOM OF DRAINFIELD TO BE [ 23.001 L Im O T H E R FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT tt%2ulx u: [L/.UU] INCHES EXCAVATION REQUIRED: [ 34.00] INCHES 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: Hunter A Collier TITLE: Environmental Specialist I APPROVED BY: TITLE: Environmental Specialist I St. Lucie CHU Hunter A Collier DATE ISSUED: 09/05/2019 EXPIRATION DATE: 02/28/2021 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) .T-,ncorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1428406 SE1199497 N _ 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL � SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: Well Nb 5qa -q351 •�� aG% PERMIT NO.5b F'��I�dlq� DATE PAID: FEE PAID:_ RECEIPT #: [✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Zafer and ffiara Tennanini AGENT: Telese Builders LLC JOE OR CATHY TELESE MAILING ADDRESS: 7922 Steeplechase Ct. Port St. Lucie, Fl. 34986 TELEPHONE: 772-260-4889 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: 95 BLOCK: SUBDIVISION: Sable Creek PGAVillage PLATTED: 33/28N PROPERTY ID #: 3321-502-0044-000-6 ZONING: AR-1 I/M OR EQUIVALENT: [ Y IN ] PROPERTY SIZE: 1.89 ACRES WATER SUPPLY: [ ✓] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 8047 Spendthrift Lane. Port St. Lucie Fl. 34986 DIRECTIONS TO PROPERTY: nladcsRwdm MA V&gc(Wca Gaw) Rlgnioo sadmeto,ot tee. Nigbt=Sp dt1eiftL — is on Left A& BUILDING INFORMATION [✓] 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 Fam Residence 4 7524 iSQ3 2 3 4 C ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: ep-J l Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Znfer and Klara Tarmanini CONTRACTOR / AGENT: Telese Builders LLC LOT: 95 BLOCK: SUBDIVISION: Sabal Creek II ID#: 3321-502-0044-000-6 APPLICATION # AP'1428406 PERMIT # 56-SF-1982159 DOCUMENT # SE1199497 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: 1.89 ACRES TOTAL ESTIMATED SEWAGE FLOW: 520 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 2834.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1300.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1300.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: NID CLofroad FND PKBD LB #6018 ELEVATION OF PROPOSED SYSTEM SITE 14.00 [ INCHES / FT ] [ ABO{ / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 74 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 160 FT NON -POTABLE: 140 FT BUILDING FOUNDATIONS: 9 FT PROPERTY LINES: 15 FT POTABLE WATER LINES: 100+ 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:Wabasso send Munsell #/Color Texture Depth 10YR 3/1 Muck 0 TO 15 N 6/ Sandy Clay Loam 15 To 26 7.5YR 5/8 CMN/PRM RF 15 To 24 1 OYR 2/1 Sand 26 To 28 1 OYR 5/1 Sand 28 To 41 1 OYR 6/2 Sand 41 To 45 REFUSAL Refusal 45 To 72 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 10YR 2/1 Sandy Loam 0 To 16 1OYR 611 Sandy Clay Loam 16 To 34 7.5YR 5/8 CMN/PRM RF 16 To 30 10YR 511 Sand 34 To 44 REFUSAL Refusal 44 To 72 OBSERVED WATER TABLE: +� 34.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 15 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: 1X]YES [ ]NO DEPTH: 15.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 34 INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) f REMARKS/ADDITIONAL CRITERIA T determined using USDA WSS and soil borings. S4 Sandy Gleyed Matrix. Also observed: 7.5YR 518 CMN Prom RP mottling in 1 6/N matrix> 2% starting at 15" in SB1. SB1 14" above BM. S8211.5" above BM. SITE EVALUATED BY: " Culler, Hunter (Title: Envi onmental Specialist I) (Florida Department of Health in St. L DR 401S, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 08/27/2019 Page 3 of 4 AP1428406 001982159 v 1.0.2 �e ncc, No. ol l 5 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL ❑Southwest PLEASE' FILL OUTALLAPPLICABLE FIELDS ❑Northwest (`Denotes Required Fields Where Applicable) ❑ St. Johns River The water waucontauolsresponsible rormmeleting 0 South Florida INS rum] and roms'dldgMepermitepPdlcatidntothe - D:Suwannee River upproD4tadelegated aelhodrywharoapptimWe. O GLep elegatedAuthorlty(ifApplloable) .5L-d 10 W2)- rr LV �Ildl�l�8d7/7/� sr No. 59-29852 Required (Sae Attached)' Quad No.: Oelinesticn No, AL Syffl( W.-Y a •Telephone. Number 0 .of - Block 'Unit K _ --_ Check If 62-524:_Yes. v No. 3AQA7 'Number of ProposedWells. / .scify ,.,.,, e ' b t Intended Use(s) of Well(s): 7b - _ _Domestic _Landscape Irrigation _Agricultural Irrigation Site Investigation yq .f✓�� Water Supply _Recreation Area Irrigation _Livestock. _Monitoring . _ _Bottled _Public Water Supply (Limited UseIDOH). —Nursery Irrigation ._Earth _Test GCp -Coupled. GeolheYrPfAi q 5 2�19.,��(� _Public Water Supply (Community or Non-Communlly/DEP)—Commercfalllndustdal —Golf Course Irrigation HVAC Supply _Gass I Injection _HVAC Return Class Vlnjecfioh: _Recharge _Commercial/lndushlal Disposal._ Aqu fer Storage in _ CIVVIKUIVI:(ILN M Remediatlom _Recovery_Air Sparge _Other lbesm'Der - - I e Be my _Other (oesmbe) (Note: Not an type PO rope aided by a Bivon pemu one aauamy) o. 10'Distance from Septic Syst m ffs200 fL `.. 11. Facility Des- ptlon �-�/. 12, Estimated Start Dale �O 13.'EsGmated WeII:Dep[h �tc 'Estimated Casing Depthk: 'Primary Casing Diameter in. Open Hole: Fmm_Toft. 14. Estimated Screen Interval: From�7 To�ft. 15JPrimary Casing Material: —Black Steel V -Galvanized ,_PVC Stainless Steel. _Not Cased Other. 16.'Secondery Casing _Telescope Casing Liner _ Surfa��c///ee Casing Diameter In. 17. Secondary Casing Material: _Black Steel _Galvanized �C _Stainless Steel _Other 'Method of ConstructI Repair, or Abandonment: _Auger Cable Toof _Jetted _Rotary _Sonlc Combinadon.(Two or More Methods) ___Hand Driven (Well Point, Sand Point) _HydraulicPoint .(Direct Push) -_Horizontal Drilling _Plugged by Approved Method —Other - - Proposet(Grouting,lry(e _ al for the Primary, Secondary, and. Additional Casing: Indicate total number of existing wells :List number cfexis6ng unused wells on site Is this well crony existing well orwaterw thdfawal on the owner's contiguous properly caven� under a ConsumptiveNvater Use Permit (CUPMNP) orCUPANUP Application? _Yes ✓ No If yes, complete the following: CUPANUP No. District Well ID No. Date Obtained From:_GPS. SLMsp _Survey Datum: NAD 27 NAD 83 WGS 64 dyraiararnlwm�varaaaq argOrable Nctdnreaa, FlaWvbml,el'aMa aoOe.aMpmteaAm Iwlarauli am Ob o.vmoran Ropeay,PY9,o Nlartrie�ion prMdee laattvela e,W llW lam Dal Approval. Granted By 'li`\iA. k.. rALL� + Issue Date —M I M • . Expiration Date 515 1 L1 HydralogislApproval Fee Received S Receipt No. - Check No. THIS PERMIT 15'NOT VALID UNTIL PROPERLY SIGNED BYAN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICATION. OR ABANDONMENTACTIVITIES. DEP Fonn: S2-53Z.900(1) Incorpwated in 62.532.4DD(I), FA.C. Effective Dale: October7, 2010 Page 1 of 2