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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: (Florida Power and Light) PROPERTY ADDRESS: TBD Indrio Rd Fort Pierce, FL 34951 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 1333-112-0010-000-3 PERMIT #:56 -SF -2037580 APPLICATION #: AP1466792 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1306322 [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 [ 1,500 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 825 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [x] TRENCH N F LOCATION OF BENCHMARK: Yellow Cal I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D I 0 T H E R [ ] BED [ ] IR SE of system. ELEV 22.61 [ 17.00][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT [ 12.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT '1LL L Z3.UU] INCHES EXCAVATION REQUIRED: [ 33.UU ] INCHES System size for 3,520 square feet of office space and 2479 square feet of educational area and 12 students. SPECIFICATIONS BY:� Brian J Ingram TITLE: Environmental Specialist II APPROVED BY: L �'� yes ° TITLE: Environmental Specialist II St. Lucie CHD Brian J Ing n DATE ISSUED: 03/06/2020 EXPIRATION DATE: 09/06/2021 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1466792 SE1255736 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56-5FZa375S-b & Well # X2 -.12 Date: Reviewer: ALL WORK SHALL BE IN CONFORMANCE WITH SECTION 381.0065 FLORIDA STATU THE FLORIDA ADMINISTRATIVE CODE. DATUM NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HER ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. I ,iJEWAFMAIR1PtCy REV 1 DESIGNED BY DRAWN BY CULPEPPER S. TERPENIN,3, INC ,PT 10/7/19 RN 10/7/19 CONSULTING ENGINEERS I LAND SIiRVEYO RS CHECKED BY CHECKED BY IRI:E1 . FORTuORI z9xoSc1zs,hSr :RCI FLDA319x1 On ,PT ER 10/10/19 \ P1 NI, 7;z -464x537 . IAN 772464.9497 • ...... , -, g, , 5'1i\'II�.OFFI.ORID.ABOARD OF PROIRI ml).:�,1. ENGINEER OF RECORD: I:NN(:INIt1.Rc A('11IORI/,ALIO,\ NO.4za6 aWS P. MRPENING R,, P.E. NO 24276 FLORIDA POWER & LIGHT COMPANY FPL INTERSTATE SOLAR EDUCATION/OPERATIONS CENTER X21.15 X21.52 NFIELD 4 )UICK4 EQ. 36 / „HAMBERS k ,600 SF UNOBSTRUCTED AREA k INCRETE BOLLARD YPICAL) k SECURITY FENCING k I k X21.10 I k / k X2205 k TERp4 (1� \�111111111��Y77 �22 1 :\��jNS Ni,�C��, / v ES TERPENI SEPTIC PLAN MATIINTAIN At MES THE CONTIGUOUS Fr.PF3&NF.IF.LD_ND 00 DRAINFIELD DIAGR N.T.S. FINISHED GRADE: 6" MIN. 18" MAX. C01 EL: 23.7 WET SEA HIGH WA EL: 2 6"-18" 12" vent FINISHED GRADE 35 QUICK4 EQ35 STRAIGHTLOCK CHAMBERS FROM INFILTRATOR SYSTEMS OR APPROVED EQUAL BY OWNER 5' ABSORPTION AREA / 4" DRAIN PIPE WITH AN INVERT 6" FROM BOTTOM I- T 14'-4" x 29'-6", OF DRAINFIELD SAND OR SANDY 24" MIN. -LOAM FILL SLIGHT LIMITED" "SLIGHT LIMITED NATURAL SOIL PER SOIL CONSERVATION SERVICE IS SP FINE GRAINED SAND SECTION AT DRAINFIELD N.T.S. R E V I S I O N S DATE I BY I DESCRIPTION I DATE BY I DESCRIPTION 721911.9 1 LIP I REV 1 SEPTIC — 4" LOOSE ROCK FILL WITH "SLIGHT LIMITED" SOIL. SIZE OF REPLACED AREA — 14'-4"x 29'-8" (CENTERED ON DRAINFIELD AREA) DESIGNED BY DRAWN BY CULPEPPER & TERISENING, INC JP 10/7/19 RN 1D/J/19 ENGINEERS 1 LAND SURVEYORS CHECKED BY LIP CHECKED BY ER 10/10/19 'CONSULTING 8010D'I'H 25,h S'I'RFI: f . PORI' PILRCG, FLORIDA 344X1 ... PIIONF.772-464-3537 . FAX772-464-9497.....,„„R. ., ENRNEER OF RECORD: JAMES P. /ERPEMNG JP, P.E. NO. 24276 MP l': 1:�'C; OF FLORIDA ROARD OP PROFRSSIONAL IN FFM AU 111ORIZATIM NO. 4286 TRAFFIC GUIDE POST 4.5"1 HIGH DENSITY POLYETHYLENE, YELLOW FPL PART #180-74005-0 5' SPACING ADJACENT h TO PAVED AREAS I 10' SPACING ADJACENT TO UNPAVED AREAS ,FINISHED GRADE B" PVC 18" DIA.PACKED DRY io WITH CONCRETE MIX 89 ROCK BOLLARD DETAIL N.T.S. (REMOVABLE TRAFFIC GUIDE POST) FLORIDA POWER & LIGHT COMPANY FPL INTERSTATE SOLAR EDUCATION/OPERATIONS CENTER SEWER CLEANOUT BY CONTRACTOR N.T.S. FLR. TO BE MIN. \ROVE FIN. GRADE FINISHED FLOOR: 26.2 FINISHED GRADE: 25.7 UILDING NOTES 1. SUBSURFACE SEWAGE DISPOSAL SYSTEM SHALL COMPLY WITH CHAPTER 64E-6 OF THE RULES OF THE DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES "STANDARDS FOR ON—SITE SEWAGE DISPOSAL SYSTEMS" 2. THE SEWAGE DISPOSAL SYSTEM IS CONFIGURED TO PROVIDE THE FOLLOWING MINIMUM CLEARANCES TO EXISTING/PROPOSED STRUCTURES: DISTANCE TO PRIVATE POTABLE WELL (AS MEASURED FROM NEAREST CORNER OF DRAINFIELD ...........................100' DISTANCE TO LIMITED USE NONCOMMUNITY OR OTHER PUBLIC POTABLE WATER WELL .......................100' DISTANCE TO PUBLIC POTABLE WELL. SYSTEM.. ......................................... 200 . DISTANCE TO NONPOTABLE WELL...............................................................50' DISTANCE TO POTABLE WELL LINE...............................................................10' DISTANCE TO STRUCTURE FOUNDATIONS...............................................�.1.'..{i� DISTANCE TIDAL WATER SM I STREAMS, CANALS AND DRAINAGE STRUCTUR DISTANCE TO DESIGN HIGH WATER LINE F INDIVIDUAL STORM WATER DRY RETENTION AREAS ........... .. .... p. " CEN RAF//iii DISTANCE TO PROPERTY LINE .................... 3. SEPTIC TANK EFFECTIVE CAPACITY OF 1.500 GALLONS, .QA MATED SEWAGE FLOW OF 695 GALLONS PER DAY (GPD). 0. 4. DRAINFIELD AREA OF 1,064 SQ.FT.(MINIMUM) BASED O S AGE LOAD) RATE4T07 I.. BOTTOM OF 0.80 GALLONS PER SQUARE FOOT PER JA �RPENIIJ� F.C': 24276,° SEPTIC TANK & G { 1",L_ NO. " I11II11II DRAINFIELD DETAILS 2 i 5/8" Iron Rod & Cap / AMECFW TRAVERSE" HV3 ELEVAMN-= 24.61' F- 5.53 23.77 23. 4 X2I1.64 X 2 96 X X X j(2'.76 X X23.48 X22.72 X22.32 X22.49 X22.65 X2216 X21.89 --X-z a. Ite--- X24 29 X23 99 I� X19 56 X19.81 II X18.83 X18.30 -1 9 -X 89 X X21 X1-- X X21.28X 1 X22.24 X22 21 X22.27 X21.95 X22.14 DATUM NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988, rRIAA L1yl REV 1 SEPTIC X22.40 X22.15 / Y7 CULPEPPER TERPENING, INC DESIGNED BY DRANK BY ,PT 10/7/19 RN 10/7/19 CHECKED BY CHECKED BY ,.W T m 10/10/19 V"iaw or N COM M"a P. wwu&YO ,F, P£ Na 2,WX X22.05 CONSII LTINO ENGINEER`} I LAND SURVEYORS 2nRII SOUL 1125,h ifRl: l:'I' . P[) 11'1FRCF,l'1.()xll),1 -M PIRri1.rz-46-'.3537. ras„z-464-nam ......,,. srn rn. oP PLowun aonw)or rxonaslo��. 17NGINF1: $ k IOR14M[OS VO 4:96 LJ. 8 X23.94 X19.26 X18.47 X 21.76 X TD -H in St. Lucie County Environmental_ Health / Site Plan Approved for Comtruction Supersedes All Previous Site Plansfo-T / OSTDS #�(,-3 2® 7`S�� & Well # Date: Reviewe - X23.48 i 2 59 22.98 19.14 JC22.31 2"2'75 X X1 �2 21.86 X18.54 X1 407 X2k1, X2..76 X21.26 X . '1 X21,26 .36 X X X X X� SEPTIC TANK AND k I- - `` DRAINFIELD X21 90 2 .77 X21 5 X2 k X2_ x / X2-.40 / X21.1 / X21.07 ( k X22/05 X71� 13 i I `-x21.16 X20.25 \ \ FLORIDA POWER & LIGHT COMPANY FPL INTERSTATE SOLAR EDUCATION/OPERATIONS CENTER SEPTIC EXHI BI T SHEET NO. r 4§ I FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #�6-Sf Z*37,5&<-- & Well # Date: 2-U Revile ® Exterior Wo'IPack Lighting Exit Sign and Emergency Lights o Over Door Light Fixture ' Data outlet R 120 VAC Diplex outlet 4 Quad Receptacle f 220 VAC Outlet amperage labeled Ground Fault Receptacle Weather Proof Ground Foult Receptacle ❑ Exhaust Fan with light '�4040 ff, Pk.0qQ Notes 1. The General Contractor shall provide the layout, design and technical specifications for the building electrical system, office area lighting, telephone, communication system, and the HVAC. This shollinclude the meter socket, load center, light switches, receptacles, exit signs, exterior wallmount fixtures, restroom ceiling fans, occupancy sensors, and dimmer switches. See additional Mechanical and Electrical Requirements on Sheet 5. 2. The completed systems shall be furnished and installed in order to be able to obtain a Building Occupancy Permit, be in accordance with the latest edition of the Notional Electrical Code, and all other applicable local and state code requirements. 0 10 FEET E N m W � U O 1 Q TP Z W OLLinm O m 2C3 J 5 U — Z CJ 0 N M Z N a N J Z a - W J V J �— = Z O_ m w r Z O cam♦ ��\w 7 CL W O o F-- W Z Q C7 z — o v OCO a O F- z C0 � a o � U J O v W J v W Z LLL w N SNYDER &ASSOCIATES 1 Project No: 1190346 1 Sheet 3 of 5