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HomeMy WebLinkAboutSEWAGE 4-16-18U -�V,{ (/V RECEIVED STATE OF FLORIDA APR I 12018 DEPARTMENT OF HEALTH peI ONSITE SEWAGE TREATMENT AND DIrm�Wge % "M CONSTRUCTION INSPECTION AND FINAL APPROVAL SCANNED' BY C-_t IUCIC Ciour) ' APPLICATION #:AP1327346 PERMIT #:56-SF-1821106 DOCUMENT #: F11165603 DATE PAID : 02/07/2018 FEE PAID : 515.00 RECEIPT #:56-PID-3478002 APPLICANT: Suzanne Kessler AGENT: Ashton Septic PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 LOT: 49, 50. 51 BLOCK; A SUBDIVISION: Tropical Acres ID#: 2308-601-0049-000-1 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE 11] 1090.00 [21 [ ] [271 SURFACE WATER FT [ ] [02] TANK MATERIAL Polyethylene [ ] [281 DITCHES FT [ ] [031 OUTLET DEVICE [ ] 1291 PRIVATE WELLS 1.00 FT [ ] [04] MULTI —CHAMBERED [ Y N ] [ ] [301 PUBLIC WELLS FT [ ] [051 OUTLET FILTER Polylok PL-68 [ ] [311 IRRIGATION WELLS FT [ ] [ 0 6 ] LEGEND 1. 70-143-11 DC3 2. [ ] [ 32 ] • POTABLE WATER 41 FT [ ] [071 WATERTIGHT [ ] [33] BUILDING FOUNDATIONS 7 FT [ ] [081 LEVEL [ ] [341 PROPERTY LINES 37 FT [ ] [091 DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] 1101 AREA [11 509.4 [21 SQFT [ ] [36] DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ] [37) SHOULDERS [ ] [121 NUMBER OF DRAINLINES 1. 5.00 2. [ ] [381 SLOPES [ ] [131 DRAINLINE SEPARATION [ ] [391 STABILIZATION 03/27/2018 [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM 13.00 [ ] [40] UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] [921 ALARMS [ ] [19] AGGREGATE SIZE [ ] [431 MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [441 BUILDING AREA [ ] [211 AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN [ ] [461 FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] I971 CONTRACTOR MICHAEL W STUHR (ASHTO ] [22 ] FILL AMOUNT [ l [48] OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [2] FILL TEXTURE [ ] 124] EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [491 TANK PUMPED [ ] [26] REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED t. Lucie CHD DATE: 03/19/2018 / DISAPPROVED ] ' Enviro ental Specialist II���ucie_ TAL HEALTH) FINAL SYSTEM [ APPROVED / DISAPPROVED ]: CHD DATE: 03/27/ 18 tnvIF6nmental Specialist II Brian Jftgram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Pag 2 f EH Database v 1.0.1 AP1327346 EID1821106 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATION #:AP1327346 PERMIT #:56-SF-1821106 DOCUMENT #: F11165603 DATE PAID:02/07/2018 FEE PAID:515.00 RECEIPT #:56-PID-3478002 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd• New ST and 5x9 long DF installed. No violations, system ok to cover. Contractor notified by phone. Needs final inspection for mound and final site grading. System stabilized with grass seed and hay. Final system approved. Contractor and building department emailed final approval. DH 4016, 08109 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1327346 EID1821106 St. Lucie County Health Department HEALTH5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERMIT*: 56-SF-1821106 BILL DOc #..56-BID-3667201 CONSTRUCTION APPLICATION #: AP1327346 RECEIVED FROM: Ashton Septic AMOUNT PAID: $ 515.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 02/07/2018 MAIL TO: Suzanne Kessler FACILITY NAME: PROPERTY LOCATION: 465 Dusk Way Fort Pierce, FL 34945 49, 50, 51 A Lot: Block: Property ID: 2308-601-0049-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: WhighamJL �r AUDIT CONTROL NO. 56-PID-3478002 APPLICATION #.-AP1327346 STATE OF FLORIDA PERMIT #:'56-SF-1821106 DEPARTMENT OF HEALTH DOCUMENT #: F11165599 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:02/07/2018 FEE PAID:515.00 RECEIPT # :56-PI D-3478002 APPLICANT: Suzanne Kessler AGENT: Ashton Septic PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 LOT. 49, 50, 51 BLOCK. A SUBDIVISION: Tropical Acres iD#: 2308-601-0049-000-1 CHECKED [XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1090.00 [21 [ ] [271 SURFACE WATER FT [ ] [02] TANK MATERIAL Polyethylene [ ] [281 DITCHES FT [ ] [031 OUTLET DEVICE [ ] 1291 PRIVATE WELLS 100 FT [ ] [04] MULTI -CHAMBERED [ Y N ] [ ] [301 PUBLIC WELLS FT [ ] [051 OUTLET FILTER Polylok PL-68 [ ] [311 IRRIGATION WELLS FT [ ] [061 LEGEND 1, 70-143-11DC3 2. [ ] [32] POTABLE WATER 41 FT [ ] 1071 WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 7 FT [ ] (08] LEVEL [ ] [34] PROPERTY LINES 37 FT [ ] [09] DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [101 AREA [1] 509.4 [21 SQFT [ ] [36] DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ] [37] SHOULDERS [ ] [121 NUMBER OF DRAINLINES 1, 5.00 2, [ ] [381 SLOPES [ ] [13] DRAINLENE SEPARATION [ J [391 STABILIZATION [ ] [141 DRAINLINE SLOPE [ J [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [161 ELEVATION [ ABOVE / SELOW ]BM 13.00 [ ] [401 UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [18] DOSING PUMPS [ ] [421 ALARMS [ ] [19] AGGREGATE SIZE [ j (43] MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ J. [441 BUILDING AREA [ ] [211 AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] [22] FILL AMOUNT [ ] [47] CONTRACTOR MICHAEL W STUHR (ASHTO [ J [231 FILL TEXTURE [ ] 1481 OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [24] EXCAVATION DEPTH ABANDONMENT [ ] [25] AREA REPLACED [ ] [491 TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED 6 FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED,/ DISAPPROVED J: St. Lucie CHD DATE: 03/19/2018 II B qJ Ingram (ENVIRONMENTAL HEALTH) FINAL SYSTEM [ APPROVED / I DISAPPROVED . / ' s y St. Lucie CHD Environmental Special st II n J Ingram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003,.FAC EH Database v 1.0.1 AP1327346 EID1821106 ': 03/19/2018 �Rpi ge 2of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATION #:AP1327343 PERMIT #:56-SF-1821106 DOCUMENT #: F11165599 DATE PAID:02/07/2018 FEE PAID:515.00 nvr7.TPT 9-56-PID-3478002 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. New ST and 5x9 long DF installed. No violations, system ok to cover. Contractor notified by phone. Needs final inspection for mound and final site grading. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1327346 EID1821'106 STATE OF.FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Suzanne Kessler PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 PERMIT #: 56-SF-I 821106 APPLICATION #:AP1327346 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #. PR1094059 LOT: 49, 50, 51 BLOCK: A SUBDIVISION: Tropical Acres PROPERTY ID #: 2308-601-0049-000-1 [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 [ 900 ] 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 @[ ]DOSES PER 24 HRS #Pumps [ D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED pc] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: BM nail In post w/ pink ribbon NW of system I ELEVATION OF PROPOSED SYSTEM SITE [ 13.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 13.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D O T H E R ,L REQUIRED: [ 18.001 INCHES EXCAVATION REQUIRED: [ 00.UU J INCHE:S ie system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 10 gpd. ie licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with 64E-6.013(3)(0, FAC. SPECIFICATIONS BY: Brian J Ingrant, TITLE: Environmental Specialist II APPROVED BY: DATE ISSUED: DR 4016, 08/09 Incorporated: E: Environmental Specialist II _ Brian J Ingram 02/16/2018(14 EXPIRATION DATE: (Obsoletes all previous editions which may not be used) 64E-6.003, FAC v 1.1.4 AP1327346 SE1064843 St. Lucie CHD 08/16/2019 r Page it r-:E 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. STATE OF FLORIDA DEPARTMNT OF FM LTH PERMIT NO. DATE PAID: oZ 1 �! r ONSITE SEWAGE TREATNMNT AND DISPOSAL FEE PAID: SII eC_ .<r SYSTEM RECEIPT Orr: APPI,ICATIOI-T FOR CONSTRUCTION- PER jTri' APPL CATION FOR: [kell System [ ] Existing System [ ] Holding Tank [ ] Innovative C ] Repair .[a 1]n Abandonment [ ] Temporary [ ] APPLICANT: AGENT: ' 4S4%" -&crVG ahm j an d _ TELE PHONE : MAILING ADDRESS: ICInc 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. PROPERTYINFORMATION LOT G/ t�0 LOCK: SUBDIVISION: C.WrI K- he5 PLATTED: PROPERTY ID i : Z"oB-� "p( to ZONING : 9• i I /M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 2 -1 ? ACRES WATER SUPPLY: [V/, PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD ON IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N] DISTANCE TO SEWER: AM FT PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: BUILDING INFORMATION Unit Type of No Establishment 1 z i ,Ile fib, lK 2 3 4 S [O/] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC IZ [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: W DH 4015, 08/96 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: l Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Suzanne Kessler CONTRACTOR / AGENT: Ashton Septic LOT: 49, 50. 51 BLOCK: A SUBDIVISION: Tropical Acres ID#: 2308-601-0049-000-1 APPLICATION # AP1327346 PERMIT # 56-SF-1821106 DOCUMENT # SE1064843 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: 2.19 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 3284.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SOFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATxON: BM nail in post w/ pink ribbon NW of system ELEVATION OF PROPOSED SYSTEM SITE 13.00 [ INCHES / FT ] I 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: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: ' 50 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 Cr1TT. ARnVTT.F. TNFARMATTON STTF. T SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Nettles sand Munseli #/Color Texture Depth 1 OYR 4/3 Fill - Sandy Loam 0 To 9 10YR 5/1 Sand 9 To 29 1 OYR 6/1 Sand 23 To 40 10YR 211 Spodic Material 40 To 44 1OYR 312 Sandy Clay Loam 44 To 51 1 OYR 5/2 Sandy Clay Loam 51 To 55 10GY 6/1 Loamy Sand 55 To 61 10GY 5/1 Loamy Sand 61, To 72 USDA 'SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 10YR 412 Fill - Loamy Sand 0 To 6 10YR 5/1 Sand 6 To 27 10YR 6/1 Sand 24 To 40 10YR 2/1 Spodic Material 40 To 45 10YR 3/2 Sandy Clay Loam 45 To 53 10GY 6/1 Loamy Sand 53 To 60 10GY 5/1 Loamy Sand 60 To 72 OBSERVED WATER -TABLE: 72.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO [ PERCHED / APPARENT ] EXISTING GRADE DEPTH: 24.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 55 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) i- REMARKS/ADDITIONAL CRITERIA VSWT determined using USDA WSS and soil borings. 0YR611 stripping in 10YR 511 matrix >10% with diffuse boundaries starting at 24" In SB1. B1 and S9213" below BM. Alternate BM = elevation nail)* tree E of system. SITE EVALUATED BY: Ingram, Brian (Title: EnVonmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 68/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1327346 EID1821106 DATE: 02/13/2018 Page 3 of 4 v 1.0.2 56_sr--IYZI)0(0 APPLICANT'S NANIE:Aarli;111411 zelaA /z LEGAL DESCRIPTION: . -PROPOSED SEPTICSYSTEMSITE'INFORMATlON' . . :... 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 the plans 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, tilled 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 :\ FLORIDA REGISTERED SURVEYOR OR ENGINEER. does. rorniq wrtics, septicApppf Jv:g7 CERTIFIED BY: FLORIDA PROFESSIONAL NO.: Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Building Information (1 of 1) Finished/Under Air Area: 0 SF Gross Total Area: 2,080 SF Exterior Data Building Type: DCAR Grade: DC Year Built: 1999 Effective Year: 1999 No. Units: 0 Story Height: 1 Story Roof Cover: Metal Roof Structure: Gable Primary Wall: Secondary Wall: View: Frame: Interior Data Bedrooms: 0 Full Baths: 0 Primary Int Wall: NO INT WALL Half Baths: 0 Primary Floors: CONC GRD Avg Hgt/Floor: 0 Heat Type: Heat Fuel: Heated %: NA% A/C /0�/° 0% Electric: MINIMUM Interior Sprinkler %: N/A% mM R:GI Sketch Area Legend Sub Area Description Area Fin. Area Perimeter This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 465 DUSK WAY Sec/Town/Range: 08/35S/39E Map ID: 23/08N Zoning: AG-2.5 Ownership Amanda Kessler Harold Kessler (EST) Suzanne Kessler 465 DUSK WAY FT Fort Pierce, FL 34945 Legal Description TROPICAL ACRES BLK A LOTS 49,50 AND 51 (2.19 AC) (OR 3726- 981; 3750-2504: 4072-312) Current Values Just/Market Value: $50,400 Assessed Value: $50,400 Exemptions: $0 Taxable Value: $50,400 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF Parcel ID: 2308-601-0049-000-1 Account #: 13149 Use Type: 0700 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 0 Gross Area (SF): 2,080 Land Size (acres): 2.19 Land Size (SF): 95,396.4 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. The Imperial 1imi ted FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5-2F-Is21100 & Well # Date,: 2 jb I Revi; r: ---------------------- ��VMWW -- ------- LLLLLLLLL 54- � ' ss� !_ LLLLLLLLL ` I L BEDROOMLL LLLLLLL - LLLLLLLLLLL I LL ;LLLLLLLLb,NiNa go6m LKITI I LLLLg°r . NOOK 1 l LL :0 CV-1 LLLCUE �L I I— IO LLLLLLLLLLLLLLL LLL.LLLLLLLLLLL L_LLLLL_LLLLL '! LLLw ! 3auuc xa y Gr RD I LLL L LLL L>�_ LL L LL LL L LL BEORQQM #2 I 10'-W x 1Y-7' LIVING ROOM MASTER BEDROOM I 26-1- X 12'-7' 14--1' x i2—Y 1 � I i T= =T- I 4 i I ��❑❑ om r4 vitsalS�, nmrsrsmw.rors w+� a nss ersrt I01�0 -1:10 JAC 600 Packord COu1t s Safety Hcrbor, Florida 34695 n Telephone (727) 725-1138 www.jachomes.com/Floor—Plans 28' X 48 1.280 SQUARE FEET Iml MIN Model IML.L 448115B (ALL s1LE5 ARE APPRox) DESIGNED FOR ZONES if & 1® �j RECENED - APR 16 2019 APPLICATION #:AP1327346 STATE OF FLORIDA permitting Department PERMIT #: 56-SF-1821106 DEPARTMENT OF HEALTH St. Lucie county DOCUMENT #:FI1165603 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:02/07/2018 FEE PAID : 515.00 RECEIPT # :56-P I D-3478002 APPLICANT: Suzanne Kessler AGENT: Ashton Septic PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 LOT: 49, 50, 51 BLOCK: A SUBDIVISION: Tropical Acres ID#: 2308-601-0049-000-1 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1090.00 [2] [ ] [27] SURFACE WATER FT [ ] [02] TANK MATERIAL Polyethylene [ ] 1281 DITCHES FT [ ] [03] OUTLET DEVICE [ ] [29.1 PRIVATE WELLS 100 FT [ ] [04] MULTI —CHAMBERED [ Y N ] [ ] [30] PUBLIC WELLS FT [ j [05] OUTLET FILTER Polylok PL-68 [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND .1. 70-143-11DC3 2. [ ] [32] POTABLE WATER 41 FT [ ] [07] WATERTIGHT [ ] [33] BUILDING FOUNDATIONS 7 FT [ ] [08] LEVEL [ ] [34] PROPERTY LINES 37 FT [ ] [091 DEPTH TO LID [ ] [35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [101 AREA [11 509.4 [21 SQFT [ ] [361 DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ] [37] SHOULDERS [ ] 1121 NUMBER OF DRAINLINES 1. 5.00 2. [ ] [38] SLOPES [ ] [131 DRAINLINE SEPARATION [ ] [391 STABILIZATION 03/27/2018 [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM 13.00 [ ] [40] UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [18] DOSING PUMPS [ ] [42] ALARMS [ ] [19] AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] (211 AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] [47] CONTRACTOR MICHAEL W STUHR (ASHTO [ ] [22] FILL AMOUNT [ ] [48] OTHER INFILTRATOR Qu1ck4 Plus EQ36 LP [ ] 123] FILL TEXTURE [ ] [24] EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [49] TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / DISAPPROVED ] , Enviro ental specialist 11 FINAL SYSTEM [ APPROVED / DISAPPROVED ]: 1='nvIF6nmental Specialist I (Explanation of Violations on following page) ---"--St. Lucie CHD DATE: 03/19/2018 (ENVIRONMENTAL HEALTH) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EH Database v 1.0.1 AP1327346 EID1821106 CHD DATE: 03/27/2018 LTH) Pag42f )/-/j STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATION #:AP1327346 PERMIT #:56-SF-1821106 DOCUMENT #: F11165603 DATE PAID:02/07/2018 FEE PAID : 515.00 RECEIPT #:56-PID-3478002 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. New ST and 5xg long DF installed. No violations, system ok to cover. Contractor notified by phone. Needs final inspection for mound and final site grading. System stabilized with grass seed and hay. Final system approved. Contractor and building department emailed final approval. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1327346 EID1821106 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Suzanne Kessler AGENT: Ashton Septic PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 LOT: 49, 50.51 BLOCK: A APPLICATION #:AP'1327346 PERMIT #:56-SF-1821106 DOCUMENT # : F 11165599 DATE PAID : 02/07/2018 FEE PAID :515.00 RECEIPT #:56-PID-3478002 SUBDIVISION: Tropical Acres ID#: 2308-601-0049-000-1 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [11 1090.00 [21 [ ] [271 SURFACE WATER FT [ ] [02] TANK MATERIAL Polyethylene [ ] [281 DITCHES FT [ ] [03] OUTLET DEVICE [ ] [291 PRIVATE WELLS 100 FT [ ] 104] MULTI -CHAMBERED [ Y N ] [ ] [30] PUBLIC WELLS FT [ ] [051 OUTLET FILTER Polylok PL-68 [ ] [31] IRRIGATION WELLS FT [ ] 1061 LEGEND 1. 70-143-11DC3 2, [ ] [32] POTABLE WATER 41 FT [ ] [07] WATERTIGHT [ ] [331 BUILDING FOUNDATIONS, 7 FT [ ] [081 LEVEL [ ] [341 PROPERTY LINES 37 FT [ ] [091 DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [101 AREA [1] 509.4 [2] SQFT [ ] [361 DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ] [371 SHOULDERS [ ] [ 12 ] NUMBER OF DRAINLINES 1. 5.00 2. [ ] [ 38 ] SLOPES [ ] 113] DRAINLINE SEPARATION [ ] '[39] STABILIZATION [ ] [141 DRAINLENE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [161 ELEVATION' [ ABOVE / HELOW ]BM 13.00 [ ] ['40] UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] [42] ALARMS [ ] [191 AGGREGATE SIZE [ ] [431 MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [451 46 LOCATION CONFORMS WITH SITE PLAN FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] [ J [ ] [221 FILL AMOUNT [ ] [47] CONTRACTOR MICHAEL W STUHR (ASHTO [ ] [231 FILL TEXTURE I ] [481 OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] 1251 AREA REPLACED [ ] [491 TANK PUMPED [ ] (26] REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / DISAPPROVED ]: / Enviesmental Specialist II FINAL SYSTEM [ APPROVED / I DISAPPROVED Environment (Explanation of Violations on following page) St. Lucie CHD DATE: 03/19/2018 Ingram (ENVIRONMENTAL HEALTH) St. DH 4016r 08/09 (Obsoletes all previous editions 'which may not be used) Incorporated: 64E-6.003, FAC EH Database v 1.0.1 AP1327346 EID1821106 CHD DATE,: 03/19/2018 LTH) Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATION # .- AN 327346, PERMIT #:56-SF-1821106 DOCUMENT #: F11165599 DATE PAID:02/07/2018 FEE PAID:515.00 RECEIPT # : 56-P I D-3478002 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. New ST and 5xg long DF installed. No violations, system ok to cover. Contractor notified by phone. Needs final inspection for mound and final site grading. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1327346 EID1821106 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Suzanne Kessler PROPERTY ADDRESS: 465 Dusk Way Fort Pierce, FL 34945 LOT: 49, 50. 51 BLOCK: A SUBDIVISION: Tropical Acres PROPERTY ID #: 2308-601-0049-000-1 PERMIT #..56-SF-1821106 APPLICATION # : AP 1327346 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1094059 [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 [ 900 ] GALLONS / GPD Septic new CAPACITY A [ J GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] X [ ] GALLONS, DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #fps [ D [ 500 J SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [ ] I CONFIGURATION: [ ] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM N/A ' SYSTEM STANDARD [ ] FILLED [X] MOUND [ ] TRENCH [X] BED [ ] BM nail in post w/ pink ribbon NW of system I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D ] O T H E R [ 13.00][ INCHES FT ][ABOVE 4BELOW BENCHMARK/REFERENCE POINT [ 13.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT -ILL REQUIRED: [ 10-UU1 INCHES EXCAVATION REQUIRED: [ DS.UU J INUtiNb The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. SPECIFICATIONS BY: Brian J Ingragm, TITLE: Environmental Specialist II APPROVED BY DATE ISSUED E: Environmental Specialist II Brian J Zngram 02/16/2018 EXPIRATION DATE: DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1327346 SE1064843 St. Lucie CHD 08/16/2019 Page It S;of 3 { tk 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 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMIT#: 56-SF-1821106 BILL DOG #:56-BID-3667201 CONSTRUCTION APPLICATION #: AP1327346 RECEIVED FROM: Ashton Septic AMOUNT PAID: $ 515.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 02/07/2018 MAIL TO: Suzanne Kessler FACILITY NAME: PROPERTY LOCATION: 465 Dusk Way Fort Pierce, FL 34945 Lot: 49, 50, 51 Block: A Property ID: 2308-601-0049-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-3478002 -- 1 Z71H A� •.. °� - STATE OF FLORIDA DEPARTMENT OF HEALTH PERMIT NO. DATE PAID: -2 1 1' .l ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: t511 eC_ SYSTEM RECEIPT ,ur: APS'I,ICATIO FOR CONSTRUCTION PERK T ' APPI}CATION FOR: [� New System [ ] Existing System [ ] HoldingTank [ ] Innovative [ ] Repair [ {]� t/Abaandonment [ ] Temporary [ ] APPLICANT: Liz, ft i `1 `G ' ej s L'iY AGENT: ' 4 SQ,-i'l.G Xtamks anc_ TELEPHONE: Zi MAILING ADDRESS: I Lrc 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 PP_PLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERP_TION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTYINFORMATION LOT G/t�0 LOCK: SUBDIVISION: ` �� I C�Pr' � 5 PLATTED: PROPERTY ID n:Z� �"'p ,-� ZONING-: 2•i I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 2 ./ g ACRES WATER SUPPLY: [\//1 PRIVATE . PUBLIC [ 1<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N�] DISTANCE TO SEWER: AM FT PROPERTY ADDRE S S : 'I to _'N X ) U 5 DIRECTIONS TO PROPERTY: BUILDING INFORMATION Unit Type of No Establishment 1 V,91� firm; IY 2 3 [per] RESIDENTIAL [ ) COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sq=t Table 1, Chapter 64E-6, FAC 3 �2 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE : / A-J. — ..6 Vj DATE: DH 4015, 08/P (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: Suzanne Kessler CONTRACTOR / AGENT: Ashton Septic LOT: 49, 50, 51 BLOCK: A SUBDIVISION: Tropical Acres ID#: 2308-601-0049-000-1 APPLICATION # AP1327346 PERMIT # 56-SF-1821106 DOCUMENT # SE1064843 TO BE 'COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NU14BER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 2.19 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 3284.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: BM nail in post w/ pink ribbon NW of system ELEVATION OF PROPOSED SYSTEM SITE 13.00 [ INCHES / FT ] I 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: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: 50 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. TMVORMATTON RTTF. 1 ROTL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 10YR 4/9 Fill - Sandy Loam 0 To 9 10YR 5/1 Sand 9 To 29 10YR 6/1 Sand 23 To 40 1OYR 2/1 Spodic Material 40 To 44 1 OYR 3/2 Sandy Clay Loam 44 To 51 1 OYR 5/2 Sandy Clay Loam 51 TO 55 10GY 6/1 Loamy Sand 55 To 61 10GY 5/1 Loamy Sand 61 To 72 USDA SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 10YR 4/2 Fill - Loamy Sand 0 To 6 10YR 5/1 Sand 6 To 27 10YR 6/1 Sand 24 To 40 10YR 2/1 Spodic Material 40 To 45 10YR 3/2 Sandy Clay Loam 45 To 53 10GY 6/1 Loamy Sand 53 To 60 10GY 5/1 Loamy Sand 60 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 24.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 55 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) 7 REMARKS/ADDITIONAL CRITERIA WSWT determined using. USDA WSS and soil borings. 10YR6/1 stripping In 10YR 5/1 matrix >10% with diffuse boundaries starting at 24" In SB1. S131 and S8213" below SM. Alternate SM = elevation nall 19 tree E of system. SITE EVALUATED BY: Ingram, Brian (Title: Envonmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08109 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1327346 EID1821106 DATE: 02/13/2018 Page 3 of 4 v 1.0.2 }( f APPLICANT'S NAME:_ AlarY�AW G-'��/ez LEGAL DESCRIPTION: PROPOSED SEPTIC SYSTEM SITE INFORMATION 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 the plans 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 OR ENGINEER CERTIFIED BY: FLORIDA PROFESSIONAL No.: -- Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Q 0 oj1) [-�] Finished/Under Air Area. 0 SF Gross Total Area., Z080 SF Exterior Data Building Type: DCAR Grade: DC Year Built: 1999 Effective Year: 1999 No. Units: 0 Story Height: 1 Story Roof Cover: Metal Roof Structure: Gable Primary Wall: Secondary Wall: View: Frame: Interior Data Bedrooms: o Full Baths: 0 Primary Int Wall: NO INT WALL Half Baths: 0 Primary Floors: CONC GRD Avg Hgt/Floor: 0 Heat Type: Heat Fuel: Heated %: N/A% A/C %: 0% Electric: MINIMUM Interior Sprinkler %: N/A% Sketch Area Legend Sub Area Description Area Fin. Area Perimeter This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. �' 5��sr- IY-�►rvr>, Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 465 DUSK WAY Sec/Town/Range: 08/35S/39E Map ID: 23/09N Zoning: AG-2.5 Ownership Amanda Kessler Harold Kessler (EST) Suzanne Kessler 465 DUSK WAY FT Fort Pierce, FL 34945 Legal Description TROPICAL ACRES BLK A LOTS 49, 50 AND 51 (2.19 AC) (OR 3726- 981; 3750-2504: 4072-312) Current Values Just/Market Value: $50,400 Assessed Value: $50,400 Exemptions: $0 Taxable Value: $50,400 Taxes for this parcel: SLC Tax Collectoes Office 12 Download TRIM for this parcel: Download PDF 12 Parcel ID: 23 08-601-0049-000-1 Account #: 13149 Use Type: 0700 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 0 Gross Area (SF): 2,080 Land Size (acres): 2.19 Land Size (SF): 95,396.4 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. The Imperial Limited FDOH, in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS-# SF-1'8L11o(b & Well # Date.: 2 ►1� i Revtewk S-� ' gar LLLLLLLLL Q ,� LLLLLLLLL I BEDROOM 3 LL L LLLLLLLL - LLLLLLLLLLL LLLLLLLLbidwN RO61,9L I ! i `L- - 10 I-KiTI I LLLLs r xN �7�°'1- L���LLLL� t_�� LL ! L a� ;o LLLLLLLLLLLLLLL LLLLLLLLL-LLLL 1 - - LLLLLL-LLL ' 1 I t i i i BEDROOM ff2 ta--Cr x If-7" , UVlNG ROOM 21T-I' x 12--7- 1 ML 13GOitS7�{pg 00 PHI JAC Hf 1kE � RtS F17tI MEN 600 Packard Caur# a Safety Flabor. rlorido 34695 a Telephone (727) 725-1138 HOMM www.jachomes.com/Floor—Plans - L L! t I ! xb tiuus Gr rya 1 )OM H LL3$ I L_ L t— I L LL I I L L L#2 ! LL I _LL ! LLI I LL - I 1-s 28' .r 48 r 1.280 SQUARE FEET Model IMLT 44815B (ALL SWS ARE APPROX) OESlGNED FOR ZONES H & to APPLICATION #:AP1284181 STATE OF FLORIDA PERMIT #:56-SF-1752361 DEPARTMENT OF HEALTH DOCUMENT #: F11168927 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 04/03/2017 CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID: FEE PAID :51 5.00 RECEIPT #:56-PID-3208512 APPLICANT: Richard Friedrich AGENT: Richard Laventure (Laventure & Associates Inc) PROPERTY ADDRESS, 260 Marina Dr Fort Pierce, FL 34949 LOT: 12 SUBDIVISION: BLOCK: 5 Coral Cove Beach ID#: 1425-701-0125-000-2 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1090.00 [2] [ ] [27] SURFACE WATER 85 FT [ ] [021 TANK MATERIAL Polyethylene [ ] [28] DITCHES FT [ ] [031 OUTLET DEVICE [ ] [291 PRIVATE WELLS FT [ ] [04] MULTI -CHAMBERED [ .Lk N ] [ ] [30] PUBLIC WELLS FT [ ] [05] OUTLET FILTER Polylok PL-68 [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND 1. 70-143-11DC3 2. [ ] [321 POTABLE WATER 55 FT [ ] [071 WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 13 FT [ ] [081 LEVEL [ ] [341 PROPERTY LINES 12 FT [ ] [09] DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [101 AREA [11 679.2 [21 SQFT [ ] [36] DRAINFIELD COVER [ ] [11] DISTRIBUTION BOX HEADER X [ ] [37] SHOULDERS [ ] [12] NUMBER OF DRAINLINES 1. 8.00 2. [ ] [38] SLOPES [ ] [13] DRAINLINE SEPARATION [ ] [39J STABILIZATION [ ] [14] DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [161 ELEVATION [ ABOVE / BELOW ]BM 15.00 [ ] [401 UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] [421 ALARMS [ ] [19] AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] I471 CONTRACTOR MICH/AEL W STUHR (ASHTO [ ] [22] FILL AMOUNT [ ] [48] OTHER INFILTRATOR Qu1ck4 Plus EQ36 LP [ ] [231 FILL TEXTURE ( ] [24] EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [491 TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / St. Lucie CHD DATE: 04/11/2018 DISAPPROVED ' Envlro ental Specialist JIB Ingram (ENVIRONMENTAL HEALTH) ] FINAL SYSTEM [ APpAOVED / DISAPPROVED ]: St. Lucie CHD DATE: 04/11/2018 Env ronmental Specialist 11 B i Ingram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1284181 EID1752361 l STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICATION # : AP1284181 PERMIT #:56-SF-1752361 DOCUMENT #:F11188927 DATE PAID : 04/03/2017 FEE PAID:515.00 RECEIPT #:56-PID-3208512 Violation Number Comment Comment= The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. New ST and 4x8+4x7 DF installed. no violations, system ok to cover. Contractor notified by phone. No final inspection required final system approved. Contractor and building department emailed final approval. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1284181 EID1752361