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HomeMy WebLinkAboutPROJECT INFORMATIONPROJECT LOG CNPLE cEnu+c IS' J F100i R0 CELING ELECT. a PANEL BALH TO 0 BKN w/ METER W N GARAGE FLOOR ELECT. PANEL / CHASE TYP. MEDICINE CABINET ADDITIONAL NOTES 1. STANDARD HOLLOW CORE RAISED PANEL DOGS P. T E TO 7'-0` IN WASTER SHOWER AND 7-0' IN OTHER LOCATIONS I F90GLASS BOARD OR OUR-G-ROCK TO 1-0' A.F.F. OR SOFFIT AROUND IUBS/910KR5 AND TO 4--0' AFF. 0 MARBLE TUBS A ROUNDED CORNERS AT All LOCATIONS DIEPT CLOSETS. ELDERS, WNDOWS DOORS. VERTICAL EDGES OF COUNGS OR AS NOTED ON PLANS 5. ONOODGAW ORING TEAIUtE AND ORANGE PEEL WALL TSITURE B SPRAY FOAM INSULATION AT ALL A/C LOCATIONS T. IMPACT WNDOWS CALCULATIONS TOTAL U/A 2340 S.F. COVERED ENTRY 40 S.F. COVERED PATIO 188 S.F. GARAGE 494 S.F. TOTAL AREA 3062 S.F. I s I 1r AC CONC. PAD DETAIL N.T.S. 0 tR ai$ WASHER DR R F_DOH in St. Lucie County 2�� IMPACT / LOW E DRYERS Environmental Health � GLAZING AT WINDOWS AND SLIDING GLASS Site Plan Supersedes Alroved for Construction Prev Previous S to Pla s for DOORS DRYER VENT LOCATION FRONT VIEW OSTDS '# 66 -SF- / � -7 S & Well # MASTER SUITE 9'-4- CLG. jIiwiiiiii�% r I IM BEDROOM 4BA CLG.ALL INSULATION SHALL COMPLY WITH FBC R302.10 ® I9'-4' TER FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. RK AREA TORAGE [C—WGE ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALLr- COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 2DD. EPA PLRmfi ENTS PER ,,, EHATT c LOSS FOR EL —=�- 0 MSOLID WK IL W/ RABBTTEI UAB OVERSIZED WEATHERSTRIPPIN3 WIc (02)CA/TO01 SENDS TOP : DOTOM FLf9YID CARD - SEE TYR WALL SECTION 2.6 MDDONC 0 CABINET LOCATIONS FASTEN G END TO STUDS W/ (2) 110 EMS. EA. END ?S (WAD GW/NEL 51MPID SILOS- i1r40/" W%E EEULLOI w 11111 OF° O I/2' TYPE 4Y3UY WADEOl70 LVGREDOW/ I' LONG BUEHED SCREWS ID EACH SIDE O 12' 0/C CCNT. 25 GAUGE META. TRACKS TOP & BOTTOM xw_ FLOOR SAB NEB TINS .II.S' OA i I'm 0 16. O/C W/ I- WASHES TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCUf 3/4- - I'0' (2) ILO SAS. TOP a BOTTOM 0 fAU SND WALL SECTION FiNiSWA -SESFE IMP. TI COD. 25 GAUGE METAL BROOKS O S LOP M BOTTOM W/ (1) /10 SO 0 24- /( 25 GAUGE CHANNEL SHhPED,SRDS WALLBOARD /NA ATTAC ID W/O L' EACH SIDE NIr /C 10 FACN SDE 0 12. 0/C DONE. FLOOR SLAB HELD PWS .145• DM r I' LG O 16. 0/C W/ I- WASHERS INTERIOR PARTITION — E,a.eY� TWO BAY G GE WAGE SMOOTH COAT SNCLO FTE091 AT E%hTDOR " MASONRY WAILS STUCCO EO "`D'" L BEDROOM, 5 LINE OF OIDt1ffM DOOR 9'-4' CL . I I I I. I I I I COV. PATIO 9'-4' CLG. ASV. AWN SLAB O BD6d SOD GREAT ROOM 10'-8' CLG. 6•-IY W- -D' G FfE-E�'-& 8' O I I OPT IN I e TU ILITY — -- HDR - — 9'-4' CLG. �• 6--0 - F I FOYER I - — - �i 10'-4' CQFF. 1 0080 BIPASS I I I I T'-6' L---J SD80 EIO Di W SIDE (6' ro a BEDROOM 3 - 9'-4' CLG. COV.ENTRY 13'-8' CLG. ABV. MAIN SLAB- I A A4 (2) $N 36 DINING 9'-4' CLG. 6080 BEDROOM 2 9'-4' CLG. O 0 � O� oxu E z O Ce � L up Im. D■��� w � o 2 o �■■ 0 � N pi e O n a� ,yam, a A w z n. O F LUrn CD Z O N W U re) FJ I� FLOOR PLAN A-2 OSLP - 03 .V, k STATE OF FLORIDA BY DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR APPLICANT: (GHO Hom( OSTDS New PROPERTY ADDRESS: 1312 Lone Pine Dr Fort Pierce, FL 34982 LOT: 3 PROPERTY ID # BLOCK: 3409-505-0008-000 PERMIT #: 56-SF-1 839757 APPLICATION #: AP1339542 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1103743 SION: Lone Pine [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 ISSUANCEI 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 [ 1,200 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ j GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY I [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 767 J SQUARE FEET Drainfield new, SYSTEM R [ I SQUARE FEET N/A I SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] IILLED [ J MOUND [ ] I CONFIGURATION: [ I TRENCH [XI BED [ ] N F LOCATION OF BENCHMARK: Site BM orange painted NiD SE property corner I ELEVATION OF PROPOSED SYSTEM SITE [ 13.001 INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 11.001 INCHES FT ][ ABOVE BELOW I BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [16.001 INCHES EXCAVATION REQUIRED: [ ] INCHES IThe system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow of O 460 gpd. ' T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H s. 64E-6.013(3)(f), FAC. E R I SPECIFICATIONS BY: Brian J Ingz;a I TITLE: Environmental Specialist II APPROVED BY: / riITLE: Environmental Specialist II St. Lucie CHD Ban J Ingz DATE ISSUED: 04/23/20 .8 I EXPIRATION DATE: 10/23/2019 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC i Page 1 of 3 v 1.1.4 1 AP1339542 SE1074088 FILE COPY NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 10.569 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 admin order'. Should this order become a final ord to judicial review pursuant to Section 120.6E governed by the Florida Rules of Appellate I by filing one copy of a Notice of Appeal with second copy, accompanied by the filing fee. - appropriate District Court. The notice must hearing, and this order shall become a'final ar, a party who is adversely affected by it is entitled , Florida Statutes. Review proceedings are 'rocedure. Such proceedings may be commenced the Agency Clerk of the Department of Health and a required by law, with the Court of Appeal in the )e filed within 30 days of rendition of the final order. St. Lucie County Health Department $ 5150 NWiMilner Dr Port Saint Lucie, FL 34983 HMTH PAYING ON: PERMIT #: 56-SF-1839757 BILL DOC #:56-BID-3715035 CONSTRUCTION APPLICATION #: AP1339542 RECEIVED FROM: Laventure & Associates the AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK_ 32606 I PAYMENT DATE: 04/16/2018 MAIL TO: (GHO Homes) FACILITY NAME: PROPERTY LOCATION: 1312 Lone Pine Dr Fort Pierce, FL 34982 3 Lot: Property ID. 3409-505-0008-000 EXPLANATION or DES 128 - OSTDS Construction System Inspection -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Moi 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection RECEIVED BY: VanceMH I I Block: PTION: earch Fee ,New , Amendment) ni IAKITITV FFF 1 $ 5.00 1 $ 15.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 AUDIT CONTROL NO. 56-PID-3515142 I STATE OF FLORIDA DEPARTMENT OF HEALTH " ONSITE SEWAGE TREATM ' SYSTEM APPLICATION FOR CONS, APPLICATION FOR: [,K] New System [ ] Existing Sy [ ] Repair [ ] Abandonment APPLICANT: C: HO l'yml� AGENT: L-A V51WaRzF `2 MAILING ADDRESS: G PERMIT N0. Sr'l?757 DATE PAID: NT AND DISPOSAL FEE PAID: RECEIPT #: RUCTION PERMIT Q(- Z(oy C) tem [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] F-oldr DI�%ZCL� TELEPHONE : 3 zy-1z- - 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 I DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT. _ BLOCK: SUBDIVISION: tRIVE lamw j6115PIV6j'b1-11 PLATTED: ��G> PROPERTY ID #: 3��(i�'- j(%L'Jj-f7DO� ZONING: Q—S I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0,ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [A`,']<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, Fi? [ Y / N ] DISTANCE TO SEWER: > 2COO FT PROPERTY ADDRESS: 13 /Z- L,oweF tl"-e DIRECTIONS TO PROPERTY: Go 5;C , Ma-1 e0C 191 Al60W4X R040 Aja.9 GeDZU--!r C�dCl� ,��'��'1Z C� D�`� /)'�GC�S , 6 �C`� CHEST ©I'l LpAe A/L&5 tc�r o1'i -17wP-1G#7— BUILDING INFORMATION [ RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment 1 I 2 4 No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC [ ] Floor/Equipment Drainn�s' [ ] Other (Specify) SIGNATURE: DATE: F r fig DH 4015, 08/09 (Obsoletes previous editions which may not be us d) 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: GHO Homes CONTRACTOR / AGENT: LOT: 3 Laventure & Associates Inc SUBDIVISION: Lone Pine BLOCK: : 3409-505-0008-000 APPLICATION # AP1339542 PERMIT # 56-SF-1839757 DOCUMENT # SE1074088 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTME T EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OSUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X ]YES TOTAL ESTIMATED SEWAGE FLOW: 460 GALLOD AUTHORIZED SEWAGE FLOW: 924.99 GALLOD UNOBSTRUCTED AREA AVAILABLE: 1150.00 SIQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM ora ELEVATION OF PROPOSED SYSTEM SITE 13.06 [ [ ]NO NET USABLE AREA AVAILABLE: 0.37 ACRES PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] PER DAY [ 1500 GPD/ACRE OR r 2500 GPD/ACRE ] UNOBSTRUCTED AREA REQUIRED: 1150.00 SQFT :d NiD SE / FT ] [ corner / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE:I FT PRIVATE: FT NON -POTABLE: 75 FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 11 FT POTABLE WATER LINES: 10 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 I SOTL PROFILE TNFORMATTON SITE 2 USDA SOIL SERIES:Wabasso fine sand Munsell #/Color Texture DeptF� 1OYR 4/1 Fine Sand 0 To 11 10YR 5/1 Fine Sand 11 To 30 10YR 6/1 Fine Sand 25 To 3,5 10YR 3/2 Fine Sand 35 To 4,3 10YR 4/4 Fine Sand 43 To 4,,9 1OYR 4/3 Loamy Fine Sand 49 To 63 10YR 5/2 Fine Sand 63 To 72 USDA SOIL SERIES:Wabasso fine sand Munsell #/Color Texture Depth 10YR 4/1 Fine Sand 0 To 12 10YR 5/1 Fine Sand 12 To 33 10YR 6/1 Fine Sand 26 To 36 10YR 3/3 Fine Sand 36 To 45 10YR 4/4 Fine Sand 45 To 51 1 OYR 4/3 Fine Sandy Loam 51 To 66 10YR 5/2 Fine Sand 66 To 72 OBSERVED WATER TABLE: 67,00 INCHES [ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 26 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 26.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING!: Fine Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS, soil borings, and other, local soil evaluations. 10YR6/1 stripping in 10YR511 matrix >10% with diffuse boundaries starting at 26" in SB1. SB1 13" above BM. SB2 14" above BM. 63 SITE EVALUATED BY: Ingram, Brian (Title: E#4lronmental Specialist 11) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which maylnot be used) Incorporated: 64E-6.001, PAC DATE: 04/19/2018 Page 3 of 4 AP1339542 E101839757 V 1.0.2 STATE OF FLORIDA • DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMEN SITE EVALUATION AND SY WE AND DISPOSAL SYSTEM EM SPECIFICATIONS PERMIT # . aSl-1 E'35757 APPLICANT: &Ho t4ow)Es AGENT: �V�1�%(age LOT:- BLOCK: SUBDIVII ION: L/`l,!F- INA,6 JLC��LI/fjiL�� PROPERTY ID #: 3-1V / ^ _570s- coog- 'l�[Section/Townshi Parcel No- or Tax ID Number] 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: [}�] YES [ ] NO NET USABLE AREA AVAILABLE: (^,",3 ACRES. TOTAL ESTIMATED SEWAGE FLOW: �CC) GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE23 AUTHORIZED SEWAGE FLOW: q;7-% GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]. UNOBSTRUCTED AREA AVAILABLE: "fjs00 + SQFT UNOBSTRUCTED AREA REQUIRED: '769 SQFT BENCHMARK/REFERENCE POINT LOCATION: / ELEVATION OF PROPOSED SYSTEM SITE IS �t«o.o) — THE MINIMUM SETBACK WHICH CAN BE MAINTp SURFACE WATER:FT DITCH WELLS: PUBLIC: FT LIMITED USE: BUILDING FOUNDATIONS: ( FT 3 to 5"AF = LuT POINT ED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES /SWALES: /,5- FT NORMALLY WET? [ ] YES M NO ld0 FT PRIVATE: FT NON-POTABLE:FT )PERTY LINES:___tL_FT POTABLE WATER LINES: ;;'10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DH 4015, 08/09 (Obsolates previous editions DATE: /// !, may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 ?ropdrty Card I Page 1 of Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 1312 Lone Parcel ID: 3409-505 I0008- Account #: 166408 Sec/Town/Range: Pine DR 000-0 09/36S/40E Map ID: 34/09N Zoning: PUD - CO Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Peter J Pizzarello Jr LONE PINE SUBDIVISION (PB 51-21) LOT 3 (OR 4036- Jennifer L Pizzarello 1386) 604 NE Canoe Park CIR Port St Lucie, FL 34983-3527 Current Values Historical Values 3-year Just/Market: $26,400 Assessed: $16,836 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $16,836 2017 $26,400 $16,836 $0 $16,836 2016 $19,600 $15,306 $0 $15,306 2015 $17,000 $13,915 $0 $13,915 Sale History Date Book/Page Sale Code Deed Grantor Price 08-21-2017 4036 / 1386 0001 WD Oceans Four Development Corp $35,000 05-14-2003 1714 / 2681 XX00 WD Taylor,Eleanor R $240,000 Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: 2014 Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Area (SF): 0 Land Size (acres): 0.38 Land Size (SF): 16,553 Total Building Count: 1 i Special Features and Yard Items Type Qty Units Year Blt 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. i i I 1p://www.paslc.org/RECard/ 4/16/2018 Michelle Franklin, CFA- Saint Lucie County Property Appraiser April 17, 2018 1:1,128 0 0.0075 0.015 0.03 mi 0 0.015 0.03 0.06 km Custom Soil Resource Report Soil Map 27° 21' 39" N 27° 21' 36" N 3 27° 21' 39" N 27" 21' 36' N 3 Map Scale: 1:461 if printed on A po. t (8.5" x eet Meters NN 0 5 10 20 I 30 N0 20 40 I 80 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UrM Zone 17N WGS84 1 6 Ql i Custom Soil Resource Report St. Lucie County, Florida 38—Riviera fine sand, 0 to 2 percent slopes Map Unit Setting National map unit Elevation: 0 to 80 Mean annual prec Mean annual air tf Frost -free period: Farmland classific 2tzw2 tion: 44 to 59 inches -rature: 68 to 77 degrees F to 365 days 7: Farmland of unique importance Map Unit Composition Riviera and similar soils: 80 percent Minor components: �20 percent Estimates are based on observations, descriptions, and transects of the mapunit. I Description of Riviera i Setting Landform: Drainageways on marine terraces, flatwoods on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches E - 6 to 28 inche BVE - 28 to 36 ir. Btg-36to42im C - 42 to 80 inch fine sand fine sand hes: fine sandy loam es: sandy clay loam s: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available wate r storage in profile: Low (about 5.8 inches) Interpretive groups Land capability, classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site:,, Slough (R155XY011 FL) Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) I 10 I Custom Soil Resource Report 48—Wabasso sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2svyr Elevation: 0 to 70 feet Mean annual precipitation: 46 to 55 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 355 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Wabasso and similar soils: 85 percent Minor components:) 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wa Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Parent material Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 25 inch Ies. sand Bh - 25 to 30 inches: sand Btg - 30 to 58 inches: sandy clay loam Cg - 58 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 9 to 50 inches to strongly contrasting textural stratification Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of 'flooding: None Frequency oflponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 1.4 inches) Interpretive groups Land capabi ty classification (irrigated): None specified 12 I STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: 4".-P-mo SYSTEM ; RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [}�] New System [ ] Repair APPLICANT: (? NO AGENT: � -a V [ ] Existing I System [ ] Holding Tank [ ] Innovative [ ] Abandonment [ ] Temporary [ ] MAILING ADDRESS: 4S z_ TELEPHONE: 3 79- 6i 3O TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION•OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: _ BLOCK: SUBDIVISION: _[-01VC )OWF SU01V1,51 PLATTED: 2003 PROPERTY ID # : 3YO L 5C5 09019 -(0OC2 ZONING: -PLY, �,I/M OR EQUIVALENT: [ Y / N ] I PROPERTY SIZE: 0,3 7 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [x]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0066, FS? [ Y / N ] DISTANCE TO SEWER: > Z000 FT PROPERTY ADDRESS: 131Z L®ijl� Puy P&6.JE i DIRECTIONS TO PROPERTY: Go 56rV rc. -,m 174C 0lf M oul4 y 90419 AAO - crrLus �1/i�Nll Aef gW ! 0,9 /n6GeS 1V C-AJ C� U c��sZ� orl ,&r� &A too OWIV�: ,F16W7— BUILDING INFORMATION [ RESIDENTIAL [ ] COMMERCIAL Unit Type of -No'. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Cha ter 64E-6, FAC 1 2 3 4 [ ] Floor/Equipment Drains j[ ] Other (Specify) SIGNATURE: L �� Q DATE: � ufig DH 4015, 08/09 (Obsoletes previous editions which may not be us d) Incorporated 64E-6.001, FAC i Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: ( T (l V 14P✓hE LOT:_ BLOCK: SUBDIVI PROPERTY ID #: 31lUy^ 5-0S- coay_ d2c; PERMIT #. t�lC fAlAf 546,01y/Slv^/ [Section/Townshi Pa�elNoor Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGNIAND'SEAL EACH -PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [A YES [ ] NO NET USABLE AREA AVAILABLE: 0.37 ACRES TOTAL ESTIMATED SEWAGE FLOW: j5bo GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21, AUTHORIZED SEWAGE FLOW: 7S GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]. UNOBSTRUCTED AREA AVAILABLE: aSOO SQFT UNOBSTRUCTED AREA REQUIRED: '7 SQFT BENCHMARK/REFERENCE POINT LOCATION: IN ELEVATION OF PROPOSED SYSTEM SITE IS �IC0.0) THE MINIMUM SETBACK WHICH CAN BE MAINTAIZ SURFACE WATER:_L FT DITCHE£ WELLS: PUBLIC: A00 FT LIMITED USE:_ BUILDING FOUNDATIONS: FT PRi SITE SUBJECT TO FREQUENT FLOODING: [ ] 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO D 5'lloc c Grp r POINT D FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES 3WALES: 1.5" FT NORMALLY WET? [ ] YES M NO 00 FT PRIVATE:___Z-5- FT NON-POTABLE:_SD FT 'ERTY LINES:__J�_FT POTABLE WATER LINES: 7 10 FT TO I TO TO TO TO . TO USDA SOIL SERIES: [ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZINGI: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: e SITE EVALUATED BY: DATE: S2o�D8 4015, 08/09 (Obsoletes previous editions hich may not b./ used) Incorporated: 64E-6.001, AC Page 3 of 4