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Home My WebLink AboutD O H PAPERWORKIgoa-oygd LOT: 147 BLOCK: SUBDIVISION: Sabal Creek ll PROPERTY ID 9: 3321-502-0078-000-3 [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, E.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 �g N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITYyPIN`�GLE�'I+NK:li6 QNS]K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS ft`@[ '�67DOSES�ER 4 I 7Spq ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Mag nail in E side Of Saddlebrook I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 4.00 ][ INCHES FT ][ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D E O T H E R ILL 14t:5jul1 u: 1 Le.UUJ iNUH S NXUAVA IUN N WUIM U: H 1pVnGn The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J APPROVED BY: DATE ISSUED: 03/28/2019 TITLE: Environmental Specialist II Environmental Specialist II St. Lucie CHID DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EXPIRATION DATE: 09/28/2020 V 1.1.4 A 1402033 SE1159059 Page 1 of 3 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 iOf, a 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56-SF-1930700 BILL Doc#56-BID-4102971 CONSTRUCTION APPLICATION#: AP1402033 RECEIVED FROM: ReliableTreasureCoast-Services Septi AMOUNT PAID: $-515.00 PAYMENT FORM: CHECK 6768 PAYMENT DATE: 03/07/2019 MAIL TO: Vincent Marinucci FACILITY NAME: PROPERTY LOCATION: 7864 Saddlebrook or Port Saint Lucie, FL 34986 Lot: 147 Block: Property ID: 3321-502-0078-000-3 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection QUANTITY FEE 1 $ 5.00 1 $ 15.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3880914 STATE OF FLORIDA DEPARTMENT OF HEALTH E' ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT mkt No59-ag29t wept No..s��+-aL'aaa PERMIT NO. -J� 1W DATE PAID: 3 � q FEE PAID:.. RECEIPT #; AP LICATION FOR: New System [ ] Existing System [ ] Bolding Tank [ ] Innovative C, 1 RepairC ] Abandonment [ 7 Temporary � / [ 7 APPLICANT: V d n�Il�� wa 1/I `(d"U_' C AGENT; RELIABLE TREASURE COAST SERVICES INDIAN RIVER SEPTIC TELEPHONE MAILING ADDRESS: PO Box 1116, Vero Beach, FL 32961 772-562-4242 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 r �l..l nm• / RTnf'R- STTRnTVTSTON- �/�._X�-1 ! .�f_'-C�G` PLATTED: PROPERTY ID #: 273,,4 7(.iZ�0079ab 3 ZONING: / (Z I/M OR EQUIVALENT: [ YIN PROPERTY SIZE: q, 45) _4 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER /381.0065, FS? [f�,Y�_IN 1�] f]� /J DISTANCE TO SEWER: -7 FT PROPERTY ADDRESS: �"I ^""`dtp_l- 6 � D� -- Poy —,s q- , C-� . � 3 �7e� DIRECTIONS TO PROPERTY: X-Street: Locate#: Requested: BUILDING INFORMATION [J] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building . Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC i 2 3 4 [ ] Floc SIGNATURE: Drains [ ] (Specify) DATE: Z DE 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA APPLICATION N AP1402033 DEPARTMENT OF HEALTH PERMIT tl 56-SF-1930700 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT 0 SE1159059 APPLICANT: Vincent Marinucci CONTRACTOR / AGENT: Reliable Treasure Coast Services Sept! LOT: 147 BLOCK: SUBDIVISION: SabalCreek ll ID#: 3321-502-0078-000-3 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: EX ]YES [ ]NO NET USABLE AREA AVAILABLE: 4.64 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 6959.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1200.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATxON: Mag nail in E side of Saddlebrook ELEVATION OF PROPOSED SYSTEM SITE 6.00 [ INCmiS / FT ) [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 50 FT POTABLE WATER LINES: 80 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 ROTT. PROFTT.F. TNFORMATTON RTTF 1 ROTT. PRn7TT.F. TNFORMATTON RTTR 9 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 10YR 4/1 Organic & Mineral 0 To 4 10YR 5/1 Sand 4 To 25 1 OYR 6/1 Sand 14 To 35 10YR 211 Spodic Material 35 To 40 1 OYR 414 Sandy Clay Loam 40 To 53 10YR 512 Sandy Loam 53 To 58 10YR 512 Loamy Sand 58 To 62 1 OYR 512 MARL 62 To 72 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 1 OYR 411 Organic & Mineral 0 To 5 10YR 511 Sand 5 To 26 10YR 6/1 Sand 16 To 36 10YR 211 Spodic Material 36 To 40 10YR 413 Sandy Clay Loam 40 To 55 1 OYR 512 Sandy Loam 55 To 59 1 OYR 5/2 Loamy Sand 59 To 72 ' OBSERVED WATER TABLE: 68.00 INCHES ( ABOVE / FELOW11 EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR611 stripping In 10YRS/I matrix>10% with diffuse boundaries starting at 14" in S81. SB1 and SB2 6" below SM. rLr SITE EVALUATED BY: -- Ingram, Brian (Title: �lp4ironmental Specialist III (ENVIRONMENTAL HEALTH) tions DE 4015, 08/09 (Obsoletes previous edixhieh v not be used) Incorporated: 64E-6.001, FAC INCHES, DATE: 03/22/2019 Page 3 of 4 AP1402033 EID1930700 v 1.0.2 s � 1 117 i�. fk� rat,✓ r � J�� t, r 117 i�. fk� rat,✓ r � J�� t, r St. Lucie County Health Department F,5iy 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: u:56-SF-1930700 BILL DOC*.56-BID-4232532 CONSTRUCTION APPLICATION#. AP1420677 - --RECEIVED-FROM' —Reliable-Treasure Coast-Services-Septi- - AMOUNT PAID. $-140,00- - - PAYMENT FORM: CREDIT CARD 683863 PAYMENT DATE: 06/13/2019 MAIL TO: Vincent Marinucci FACILITY NAME: PROPERTY LOCATION: 7864 Saddlebrook Dr Port Saint Lucie, FL 34986 147 Lot: Block: Property ID: 3321-502-0078-000-3 EXPLANATION or DESCRIPTION: 123 - OSTDS Construction Site Evaluation -1 - OSTDS Revision QUANTITY FEE 1 $ 115.00 1 $ 25.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3998627 St. Lucie County Health Department HEALTH 5150 NIW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: rr56-SF-1930700 BILLDOc*56-BID-4102971 CONSTRUCTION APPLICATION#.AP1402033 --RECEIVED-FROM: Reliable -Treasure Coast Services Septi---- AMOUNT-PAID—$-515:00— — -- PAYMENT FORM: CHECK 6768 PAYMENT DATE: 03/07/2019 MAIL TO: Vincent Marinucci FACILITY NAME: PROPERTY LOCATION: 7864 Saddlebrook or Port Saint Lucie, FL 34986 147 Lot: Block: Property ID: 3321-502-0078-000-3 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection RECEIVED BY: MontanezNM QUANTITY FEE 1 $ 5.00 1 $ 15.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 1 AUDIT CONTROL NO. 56-PID-3880914 STATE OF FLORIDA (� } DEPARTMENT OF HEALTH " ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM- `Op"`'0.� APPLICATION FOR CONSTRUCTION PERMIT /yell No . 5�1- 2-a as PERMIT NO. �S1w DATE PAID: FEE PAID: G(° RECEIPT #: AP LICATION FOR: New System [ ] Existing System C ] Holding Tank [ ] Innovative [Repair � % C I'J Abandonment C ] Temporary C l APPLICANT: AGENT: RELIABLE TREASURE COAST SERVICES INDIAN RIVER SEPTIC TELEPHONE: 772-562 4242 MAILING ADDRESS: PO Box 1116, Vero Beach, FL 32961 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MOST 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 TEE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION (( �,,, // /y J LOT: IU1 BLOCK: SUBDIVISION: x`- I [ G��-'�—°�— PLATTED: PROPERTY ID 4: 7✓�'l - �Z' 0 �v 1X ZONING:6-3 I/M OR %QDIVALENT: I Y / N 7 PROPERTY SIZE: (-J,/„ `( ACRES WATER SUPPLY: [ j PRIVATE PUBLIC I ]<=2000GPD I ]>2000GPD IS SEWM AVAILABLE AS PER 381.0065, FS? I YIN I DISTANCE TO SEWER: FT PROPERTY ADDRESS: �7(0 q Da — PCB✓4—,S9 - L.�c.c.e P-L 3 L-/-5�& DIRECTIONS TO PROPERTY: X-Street: Locate #: BUILDING INFORMATION [✓I RESIDENTIAL I ] COMMERCIAL Unit Type of No. of No Establishment Bedrooms 2 3 4 [ ] Floc SIGNATURE: Drains E I Building . Commercial/Institutional System Design Area Sqft Table 1 ChapterFAC z er (Specify) 55�9 DATE: Z, DE 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: Vincent Marinucci CONTRACTOR / AGENT: Reliable Treasure Coast Services Septic LOT: 147 BLOCK: SUBDIVISION: Sabal Creek II ID#: 3321-502-0078-000-3 APPLICATION If AP1420677 PERMIT # 56-SF-1930700 DOCUMENT # SE1192587 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: 4.64 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 6959.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1200.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Mag nail in E side of Saddlebrook ELEVATION OF PROPOSED SYSTEM SITE 5.00 FT ] [ ABOVE /I BELOW I] EENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 20 FT POTABLE WATER LINES: 65 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 enTT. Vun17TT.F TNF(1RMATTnV RTTF. 1 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 10YR 4/2 Loamy Fine Sand 0 To 25 10YR 5/2 Sand 16 To 30 10YR 6/1 . Sand 30 TO 34 10YR 2/1 Spodic Material 34 To 47 10YR 3/4 Fine Sand 47 To 56 10YR 3/4 Fine Sandy Loam 56 To 63 1 OYR 4/4 Loam 63 To 68 10YR 6/4 Sandy Clay Loam 68 To 72 enTY. DnnFTT.E. TUF[IR TTON SITE 2 USDA SOIL SERIES:Wabasso sand Munsell#/Color Texture Depth 10YR 4/2 Fine Sand 0 To 22 10YR 5/2 Fine Sand 16 To 31 10YR 2/1 Spodic Material 31 To 48 1 OYR 413 Fine Sand 48 To 55 1 OYR 314 Fine Sandy Loam 55 To 66 10YR 513 Loam 66 To 72 OBSERVED WATER TABLE: 61.00 INCHES [ ABOVE / FLOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW]] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES Ex ]NO MOTTLING: [X]YES [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 48 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHERASPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. S6-Stripped Matrix. 10YR5/2 stripping in 10YR412 matrix 10 % with diffuse boundaries starting at 16" In SB2. SB1 6" below BM. SB2 5" below BM. SITE EVALUATED BY: DATE: 06/20/2019 Ingram, Brian (TiOe: Envlron tal Specialist 11) (ENVIRONMENTAL HEALTH) De 4015, 00/09 (Obsoletes Previous editions rhich may aA be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1420677 EID1930700 v 1.0.2 4 yr .. Y > '•. a � r lI F AM ��'.n ,fit �\r `z • : \ \,4ao�v4. if + � rim• �,p' �/ STATE OF FLORIDA APPLICATION # AP1402033 DEPARTMENT OF HEALTH PERMIT # 56-SF-1930700 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1159059 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Vincent Marlrluccl CONTRACTOR / AGENT: Reliable Treasure Coast Services Septic LOT: 147 BLOCK: SUBDIVISION: Sabal Creek11 ID#: 3321-502-0078-000-3 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 �j Pl'NO :� NET IISABLE AREA AVAILABLE: 4.64 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS I4:'1'%A1� (.�-�[ }/AFSTDEz•CES-TABLEI / OTHER -TABLE 2 ] z, AUTHORIZED SEWAGE FLOW: 6959.99 GALLONS .PE DAY300'e.�D/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1200.00 SOFT b,x1� "�UNOBSTRUCTED�:j A,* REQUIRED: 750.00 SOFT BENCHMARK/REFERENCE POINT LOCATION: Mag nail In E Ode Of Saddldbro6k, i 9 ELEVATION OF PROPOSED SYSTEM SITE 6.00 [ 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: 100 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 50 FT POTABLE WATER LINES: 80 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 sand Munsell #/Color Texture Depth 1 OYR 4/1 Organic & Mineral 0 To 4 10YR 511 Sand 4 To 25 10YR 6/1 Sand 14 To 35 10YR 211 Spodic Material 35 To 40 1 OYR 4/4 Sandy Clay Loam 40 To 53 10YR 512 Sandy Loam 53 To 58 1 OYR 5/2 Loamy Sand 58 To 62 ;' 10YR 5/2 MARL 62 To 72 I USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth IOYR 4/1 Organic & Mineral 0 To 5 10YR 511 Sand 5 To 26 1 OYR 611 Sand 16 To 36 10YR 211 Spodic Material 36 To 40 1 OYR 413 Sandy Clay Loam 40 To 55 10YR 512 Sandy Loam 55 To 59 tOY'k 512',] --` y Loam Sand 59 To 72 1 ev' , 1 OBSERVED WATER TABLE: 68.00 INCHES [ ABOVE / BELbji ] ' EXIS7INg,'GRADE TYPE: t PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 'INCHES✓ -- [-ABC>VE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES ]GRAINFIELD CONFIGURATION: [ X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR611 stripping in 10YR511 matrix >10 % with diffuse boundaries starting at 14" in SBI. Sal and S82 6" below BM. SITE EVALUATED BY: DATE: 03I22I2019 Ingram, Brian (Title: ironmental Specialist 11) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsolete$ previous editions vhioA y not be used) Incorporated: 64E-6.001, PAC Page 3 Of 4 AP1402033 EID1930700 v 1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Vincent Mar]nucci PROPERTY ADDRESS: 7864 Saddlebrook Dr Port Saint Lucie, FL 34986 PERMIT #:56-SF-1930700 APPLICATION #:AP1402033 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1209379 LOT: 147 BLOCK: sUBDIVIsION:- SabalCr'eekq ��ECrFFOTig TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 3321-502-0078-000-3 j[QR "'}D NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, E.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 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 U ]DOSES PER 24 HRS #Pumps [ D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET NIA SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Mag nail in E Side Of Saddlebrook I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REOUIRED: [28.001 INCHES O T H E R system is sized for 3 bedrooms with a gpd. APPROVED BY: DATE ISSUED: [ 6.00 1 [1 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT [ 4.00 ] [ INCHES FT ] [ ABOVE BELOW ]BENCHMARK/REFERENCE POINT of 6 persgns (2.per bedroom), for a total estimated flow of 1i M�'I i i i^ BY: n_4__ .1 r— TITLE: Environmental Specialist II St. Lucie CHU DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1402033 EXPIRATION DATE: 09/28/2020 SE1159059 Page 1 of 3 10 A l 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 fo�a�. 6rir)g 4vithin 21 days frbm receipt of this order will constitute a waiver of your right to an admgstratir)e;fieaY�-add, this order shall become a 'final order. N 1<<; z_v Should this order become a final order, a party who i�¢yersely 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. I Rick Scott Mission: Governor To protect promote &improve the health _ t a >r.., of all people In Florida throng a e REIUIVECeleste Philip, MD, MPH D - state, county community eff ns. qna HEALTH Stale Surgeon General and Secretary ^, Vision: T be the Healthiest State in the Nation Sr. Lucie oun , Florida Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits Effective July 24, 2017 • Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie) prior to constructing or abandoning any well. a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email SLCDOH-WELLS(cDFLHEALTH.GOV b. Provide the following information: i. Permit number ii. Driller name iii. Address iv. Date and time to begin construction/abandonment • A minimum of 24 hours' notice is required before constructing any public water supply wells. Please call our main office at 772-873-4931 and speak with Environmental Health Staff or provide notification by email to SLCDOH-WELLS(a.FLHEALTH.GOV • Submit revisions to permit and/or site map and associated fee within 48 hours of well construction or abandonment. Florida Department of Health St Lucie County • Division of Disease Control and Health Protection Bureau of Environmental Health 5150 NW Milner Drive Port St. Lucie, FL 34983 PHONE: 772/8734931 • FAX: 7721595-1306 FloridaHealth.gov Accredited Health Department = Public Health Accreditation Board se?A-�C- 00.(SU-SF-Icv')O-Ico STATE OF FLORIDA PERMITAPPLICATION TO CONSTRUCT, y {tnrsrAp`o REPAIR, MODIFY, OR ABANDON A WELL S =?.1= ❑Southwest [` ', PLEASE FILL OUT ALL APPIILABLE FIELDS ❑ Northwest ('Denotes Required Fields Where Applicable a St. Johns River Thn[•vrenm'ImnncUar is ropvnsiele fvrmmyknrg � - :+,South Florida ✓y- 6• tbsfwml�d11r1eemplhe11111hvyplironvn;athe �CpD ��-;gip- JSUWannee River c[:VrnV':ocz dele9a:Nautha,iryrihere oypLrable ❑ DEP ❑Delegated Authority (If Applicable) Unique ID Stipulations Required (See Attaohed) Quad No. Delineation No. UP Application 1. o r- i Arinu A. D. Heir U07Z5 art' $(-. LLtie. �. .3498P 'Owner, Legal NNam if Corporation Ad ress '`City 'State 'ZIP Telephone Number 2. ?8Gq c5add1eb2OK- �ri ui crf Si L+..cr cr FI -Well Location -Address, Road Name or Number, City 3..SS2A— ..502--'Ov-10 - 60o-3 'Parcel ID No. (PIN) or Alternate Key (Cirde One) Lot Block Unit c1 4. 2-1 A. S 31 £ Sc, U:.fi-c, Cheri[ if 62-524:0 Yes Q No 'Section or Land Grant 'Township 'Range 'County Subdivision S. Timothy J. Huggins 11247 772-878-6698 absolutewaterservice@gmail.com 'Water Well Contractor 'License (dumber 'Telephone Number E-mail Address S. 258 SE Volkerts Terrace Port St. Lucie FI 34983 'Water Well Contractors Address City Stale ZIP 7. -Type of Work: 0 Constructio ❑ Repair ❑ Modification❑ Abandonment 8.- Number of Proposed Wellsarason rcrRewir. nt [., 11 9. 'Specify Intended Use(s) of Wallis): eDomestic 0 Landscape Irrigation Agricultural Irrigation Site Investigations ® ® Bottled Water Supply u Recreation Area Irrigation Livestock Monitoring _ r7 ❑ Public Water Supply (Limited Use/DOH) ❑ Nursery Irrigation ❑ Test MAR 2 8 GQ']7�s Public Water Supply (Community or Non-Community/DEP) Commercialdndushial Earth -Coupled Geothermal e Class l Injection Goll Course lrtigadon HVAC Supply HVAC Return Class V Injection: ❑ Recharge ❑ CommerdaVlndustrial Disposal ❑ Aquifer Storage and Recovery ❑ Drainage F DOH In St Lude Cou Remedia0on: ❑ Recovery ❑ Air Sparge ❑ Other IDcaolbe) E VIRQNMART66 H I ❑ Other (DlSonbe) 10: Dislance from Septic System if 5 200 h. 11. Facility,� p8on DaJ3 a-- 12. Estimated Start Date _D_es 13.'Estimated Well Depth �ll. 'Estimated Casing Depth eft. Primary Casing Diameter 2 In. Open Hole: From =To=ft. 14. Estimated Screen Interval: From — To — ft. 15.-Primary Casing Material: Black Steel )0 Galvanized PVC Stainless Steel Not Cased Other: 16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter in. 17. Secondary Casing Material: Black Steel Galvanized PVC Stainless Steel Other 18.'MeOtod of Construction, Repair, or Abandonment Auger X Cable Tool Jetted Rotary Sonic Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push) Horizontal Drilling Plugged by Approved Method Other (Desolbel 19. Proposed Grouting Interval for the Primary. Secondary, and Additional Casing: From To Seal Material ( Bentonite Neat Cement Other ) From To Seal Material ( Bentonite Neat Cement Other ) From To Seal Material ( Bentonite Neat Cement Other ) Front To Seal Material ( Bentonite Neat Cement Other_) 20. Indicate total number of existing wells on site b List number of existing unused wells on site Q_ 21: Is this well or any existing well or water wiljvdrawal on the owners contiguous property covered under a ConsumpliveAftler Use Permit (CUP/WUP) or CUPANUP Application? Yes No If yes, complete the following: CU MNP No. District Well ID No. 22. Latitude Longitude 23. Data Obtained From: GPS Map Survey Datum: NAD 27 NAD 83 WGS 84 Irnwc:.+rtr!nF rar[a+[::vo-.a[aetlsanvJo o-'io[:OFlm Asrsnvsaeewe i-nm^.aoaer I:M�tva i+rn[[..r:r•onnr Pv[vn[uunambnman wv.ceniva c¢Nx ran,.rrmmy J,!unrvl nril:5Ge1r:V-6.mG ilnCn]Ml:i]EVC'Iwrtp lM CCAmv]4'.]'R[: mr:'rc'npr:!v:vH4 re5N VE14[]uRvr i1vpr1111i Fl[Mieri;Zq tnmvmta.nerYrplmr), vY:�Jcr.MY;i. crlu..h pi;; s'n - r[wnr,[ ynsm,m>maan wv.Wee Ennis irs/.ci.•o,n i-mrv..iarw rxY b[G.n wiy.,: rw me ire. ma n. mr.,miwn ern._ef eaarin ,a lm:l r:iw'n!wmei me vnne!mv. v.vraow=.anem m:.r.errm vac wwri viYanmwrrs.ranrrca+. [ivr.imrvY.:.i,.an rnpq+oman as,a:eo atiYe wre.[w.]e:rsr.-sa. Npenu.^el or nn n^gig e:eN<psee rwrw:n i[co renyetSr[evrtle-se Oru.2:ntlnn y+nryi aln [enaY.yn Nana mrnSUCmnr m: ::v"'inP nt•enaY r'e JYr6^•e cv:i;,,eun rcmv. rrrMn;.>m a:un0.xv:wta:Te:[[e Wn:a [nm! iWvam:n'tl aM1:M[ef Ly C:nR:n.:l u Ae pvmr nWDLa: M.yl:rv[re:Wa linty 11247 nature dCook. aturenf OwnerorAgent Uate FOR OFFICIAL USE ONly BELO. THIS LINE - Approval Granted By ue Dale Z Expiration Date Hydrologist Approval Pee Received 5 Retap No. Check No. THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN 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 ABANDONMENT ACTIVITIES. DEP Forts 62-532.e00(11 btcomerated in 62-532.400(l). FA.C. EGMive Dale: October 7 2010 Pvae 1 or 2 =D Ity -TH N 23 3 23.6 X 23.J 23.6 II 23.5 X m X 23.0 X 3.3 LOT 147 CL 22.9 X 23.1 fl 23.0 X PRO OSED 81N IRRICA oN wnt $IN 06IN 5 81N / �JJ X 22.7 SIN 61.87' 26.5 2? PROPOSED 15.33, ' COVERED n PORCH / K 121N i61N 22.3 X PROPOSED X 22.1 s.00'�, / zzo o � �+ . Z IIIN 81N PROPO D VOUIPMENT PAD p 'II PROPOSED SIN ELE}'! 27.0' n FAMILY RESIDE c F.F. ELEU.=275 0 PROPOSED m. PROPOSED COVERED ' A/C PAD X 21.6 X 23.6 7.o0 o ENTRY 4.50' ELEV.=27.0' ,� 0 00 0 n 9.00' cd 9.00' } 53.87' N 2.54' L X 23.3 s 5.25' 40 2.34 ' n 2.00' of N PROPOSED PROPOSED II GARAGE CONCRETE PAD ELEV.- .50' 50' ll o m 2�s �' y 121N y 7.33' 7.67' 7.33 22 8 N cm �Ts7 c 53.57' • 24IN 81N i PROPOSED TANK 1 y 26.5 a� E-SE—Pi1�C ll 752s�tt�I AV® O O �( rs X 2J.1 PROPOSED 2'8'x2'8" .LIGHT POST " X 2J.6 2J.8 (TYPICAL) 23.0 X 261N..-".. ?r X 23.4 .. 5