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Home My WebLink AboutONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMC w RECEIVED I q66- 0Lr7a NOV 0 5 2011 STATE OF FLORIDA Permitting Department DEPARTMENT OF HEALTH St. Lucie county ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Adobe AGENT: All County S PROPERTY ADDRESS: LOT: SCANNED BY 7180 S US Hwy 1 Port Saint Lucie, FL 34952 BLOCK: APPLICATION #:AP1416266 PERMIT #:56-SF-1952718 DOCUMENT #:FI1351289 DATE PAID:05/28/2019 FEE PAID-515.00 RECEIPT #:56-PID-3954769 SUBDIVISION: LD#: 3422-123.0001.000.0 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR ROLE AND MOST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1537.00 I22 1090.00 [ 1 [271 SURFACE WATER PT [ ] [02] TANK MATERIAL Polypropylene [ ] (28] DITCHES 15 FT [ ] 1031 OUTLET DEVICE [ ] [29] PRIVATE WELLS FT [ 1 [041 MULTI -CHAMBERED [ Lk N ] I ] 1301 PUBLIC WELLS FT [ ] 1051 OUTLET FILTER Polylok PL-68 [ ] [311 IRRIGATION WELLS FT 1 1 [06] LEGEND 1. 70-143-16DC4 2. 70-143-11DC4 1 1 [321 POTABLE WATER 100 FT [ ] 1073 WATERTIGHT [ ] [33] BUILDING FOUNDATIONS 18 FT [ ] 1081 LEVEL 1 ] 1341 PROPERTY LINES 5 FT [ ] I093 DEPTH TO LID [ ] [35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ 1 [10] AREA [1] 667.88 121 SQFT [ 1 [361 DRAINFIELD COVER [ I 1111 DISTRIBUTION BOX _ HEADER X [ ] 1373 SHOULDERS [ 1 1123 NUMBER OF DRAINLINES 1.8.00 2. [ 1 1383 SLOPES [ 1 1131 DRAINLINE SEPARATION I ] [39] STABILIZATION 11/04/2019 [ ] [14] DRAINLINE SLOPE [ ] [15] DEPTH OF COVER ADDITIONAL INFORMATION [ ] 1161 ELEVATION [ ABOVE / BELOW ]BM 1.00 [ ] [401 UNOBSTRUCTED AREA 1 ] 1171 SYSTEM LOCATION [ 1 1413 STORMWATER RUNOFF I I [18] DOSING PUMPS 1.00 [ ] [42] ALARMS [ ] [19] AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ 1 1441 BUILDING AREA [ ] [211 AGGREGATE DEPTH [ I 1451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL 1 ] [46] FINAL SITE GRADING [ I [221 FILL AMOUNT [ 1 [47] CONTRACTOR Mike Spears (All County Sep [ 1 [231 FILL TEXTURE [ 1 (48] OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [24] EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [49] TANK PUMPED [ I 1263 REPLACEMENT MATERIAL [ ] [50] TANK CRUSHED 6 FILLED Comments: Comments are on page 2. CONSTRUCTION I / DISAPPROVED ]' Envuonman'� tal Specialist ll CHD DATE: 10/15/2019 FINAL SYSTEM [ APPROVED / DISAPPROVED ]:� St. Lucie CHID Environmental Specialist 11 B n J Ingram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DH 4016, 00/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EH Database v1.0.1 AP1416266 EID1992718 DATE: 11/04/2019 Page 2 of 3 Violation Number Coauaents STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Comment APPLICATION p:AP1416266 PEENIT a:56-SF-1.952718 DocumENT a:F11351289 DATE PAID:05/28/2019 FEE PA,ID•515.00 EECEIPT g:56-PID-3954769 New ST, filter, DT, liberty 113 hp pump, and 5x7+3x8 long DF installed. No violations, system ok to cover. Contractor notified onsite. Needs final Inspection for mound system, alarm check, and final site grading. Final system approved. Contractor any building department emailed final approval DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 2 of 3 EH Database v 1.0.1 AP1416266 EID195271B r 't C OP PERPIIT #:66-SF-1962718 STATE OF FLORIDA APPLICATION #:AP1416266 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Adobe Corp) PROPERTY ADDRESS: 7180 S US Hwy 1 Port Saint Lucie, FL 34952 LOT: BLOCK: SUBDIVISION: DOCUMENT #: PR1241398 PROPERTY ID #: 3422-123-0001-000-0 [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 T [ 1.200 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR. CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 750 ] GALLONS DOSING TANK CAPACITY 167.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED DO MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Pink CRF NE property comer I ELEVATION OF PROPOSED SYSTEM SITE [ 3.00 ][ INCHES FT ][ E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT I L DI O T H E R BENCHMARK/REFERENCE POINT BENCHMARK/REFERENCE POINT 'ILL REQUIRED: LZU.UU) INCHES EXCAVATION REQUIRED: [ Z4.UU ] INCHES iPerforming Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. Proposed tanks larger than required by rule. Permit specifications based off contractor proposal. SPECIFICATIONS BY: Brian J Ing TITLE: Environmental Specialist II APPROVED HY:^^'"'3'ITLE: EnVironmental Specialist II St. Lucie CHID Brian ziq DATE ISSUED: 06/20/2019 EXPIRATION DATE: 12/20/2020 DH 4016, 08/09 (Obsoletes all pr Vious editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1. 1.4 A 1416266 SEL190647 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. r St. Lucie County Health Department Mnaa' 5150 NW Milner Dr Port Saint Lucie, FL 34983 HFMTH PAYING ON: #:56-SF-1952718 6aLDDcrr56-BID-4202074 CONSTRUCTION APPLICATION #: AP1416266 RECEIVED FROM: ASHTON SEPTIC TANKS, INC. AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 1 PAYMENT DATE: 05/28/2019 MAIL TO: (Adobe Corp) FACILITY NAME: PROPERTY LOCATION: 7180 S US Hwy 1 Port Saint Lucie, FL 34952 Lot: Property ID: EXPLANATION or DESCRIPTION: Block: 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-3954769 STATE OF FLORIDA i DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO.(g DATE PAID: FEE PAID: 515 Ce [ RECEIPT #: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Adobe AGENT: Ashton Septic Tanks TELEPHONE:772-216-9827 MAILING ADDRESS: 376 Cyclone Dr, Ft. Pierce, FL 34950 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. iJi�77�:yY;`lI�I7(i}l5i V yl LOT: N/A BLOCK: N/A SUBDIVISION: N/A PLATTED: 1954 PROPERTY ID #: 3422-123-0001-000-0 ZONING: 1000 I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 1.413 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,/]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: N/A FT PROPERTY ADDRESS: 7180 S US Hwy 1 DIRECTIONS TO PROPERTY: 7180 S US Hwy 1 BUILDING INFORMATION Unit Type of No Establishment I Retail 2 3 4 [ ] RESIDENTIAL [ V ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC N/A 8374 sq ft 400 gpd [ 1 Floor/Equipment Drains [ ) Other (Specify) SIGNATURE: 667 sq ft drainfield required (672 sq ft provided) 1200 gal septic tank 750 gal pump tank 8 rows of 7 EQ36 Quick 4 (12 sq (t/ ea X 56 =672 sq ft DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: p 1 Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1416266 DEPARTMENT OF HEALTH PERMIT # 56SF-1952718 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1190647 APPLICANT: Adobe( CONTRACTOR / AGENT: ASHTON SEPTIC TANKS, INC. LOT: BLOCK: SUBDIVISION: ID#: 3422-123-0001-000-0 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: I ]YES [ ]NO NET USABLE AREA AVAILABLE: 1.41 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 3525.02 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: ELEVATION OF PROPOSED SYSTEM SITE 3.00 [ INCHES / FT I [ ABOVE / RELOW ] 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 CHINO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]N01 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: Munsell#/Color Texture Depth 10YR 7/1 Gravel 0TO 19 10YR 311 Loamy Sand 0 To 19 10YR 511 Sand 19 TO 28 10YR 6/1 Sand 23 To 28 10YR 413 Fine Sand 28 To 53 IOYR 5/3 Fine Sand 53 To 64 HOLE CAVING Refusal 64 To 72 USDA SOIL SERIES: Munsell p/Color Texture Depth 10YR 711 Gravel 0 To 24 1 OYR 311 Sandy Loam 0 To 24 10YR 511 Sand 24 To 31 10YR 6/1 Sand 25 To 33 10YR 4/3 Fine Sand 33 To 51 10YR 512 Fine Sand 51 To 66 HOLE CAVING Refusal 66 To 72 OBSERVED WATER TABLE: 31.00 INCHES [ ABOVE / BEE ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER. TABLE VEGETATION: [ ]YES [X ]NO MOTTLING: [X ]YES [ ]NO DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 24 INCHES DRAINFIELD CONFIGURATION: [ I TRENCH [X ] BED [ ] OTHER (SPECIFY) 7 REMARKS/ADDITIONAL CRITERIA VVT determined using USDA VISS and Soil borings. Stripped Matrix-10YR611 stripping in 10YR511 matrix >10% woth diffuse boundaries starting at 22" in SHI. I and SH2 3" below HM. - SITE EVALUATED BY: DATE: 06/04/2019 Ingram, Brian ITMa: Enyjronmental Specialist l6 (ENVIRONMENTAL HEALTH) De 4015, 0E/09 (Obeoletes previous editions vhich vK/yy not be ueeu Incorporated: 64E-6.001, PAC Page 3 Of 4 AP1416266 EID1952718 V 1.0.2