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HomeMy WebLinkAboutSewageRECgWo n� .h• o , ti xN'� N 0_T M ] LIMITS OF PLAT (50.00 , I7I O x xN 0-SET 5/8" pc� (LB8098), 50.04'(C) 50.04'(C) 50.04'( 50.00'(P) 50.00'(P) 50.00( LOT 5 VACANT) 50.04 50..00 27.89' BENCHMARK �°` PNT 20000 _-FQUH in St. LL1cie C oonty MAG AND WASHERIL Environmental Health / (LB7025) Site Plan Approved for Construction /0 1L30" E Supersedes All Previous Site Plans for E ING BASIS)105.50'(D) 8 053'37"E 105.58'(C Co]PROP. DR VEI 36.36' z� 205.71'(M) FND 1 205.50'(P) _S ND 1/2" IRC N89'S3' 2"E(C) ry (LB7025) X I 24�.18' N ^ ❑ J 13: 3 -4 x �9 a AC PAD PROPO EDD p W RESIDENCE o C:)w FFE: w W 28.16 41.33� \ 36.09, LOT 6 .. L T 7 12.85' 20.48' LOT (VACANT) (V ANT) CONC. (VACAN-N) PORCH 8.00 - PROP: O WATER I _7I.00 O LINE I I z 739, I X B L O C K 3 FND 5//8" IRC 50.04'(C) 5c-Z 50.04'(C) I 50. 4'(C)(PSM6330) 50.00'(P) 50.00'(P) 50. O'(P) 0.45' E SET 5/8" IRCS89053' 7"UI_�105 58'(C) Ir WEST 5.5' OF SOT 9(P)(C) PROPOSED 500 SQ. FT. p DRAINFIELD ��-- 850 SQ. FT. O o UNOBSTRUCTE X AREA Ag 15 � 's" LO'1�S 9-12 LO (OCCUPIED) p FFE:18.65 zo NOT ABLE ° TO LOCATE p WELL AND SEPTIC �� )<N� X SET 5/8" IRC (LB8098) (LB8098) � �s 105.50'(D)0 I °' LOTS 19 & 20 LOTS 17 18 (OCUPIED) (OCCUPI D) FFE. 21.05' FFE: 20. 4' SURVEYORS NOTES AND REPOR 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 2. THE LAST DATE OF FIELD WORK WAS JUNE 9, 2020. 3. PARCEL CONTAINS 0.32 ACRES, MORE OR LESS. 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITU VERIFICATION. 5. SOME OF THE INFORMATION USED TO RESOLVE THE BOUNDARY SURVEY IS BASED ON HISTORICAL DATA AND/OR INFORMATION FROM OTHER SURVEYS AND SURVEYORS.. 6. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 7. BEARINGS SHOWN HERON ARE BASED UPON THE CENTERLINE OF NOTLEM DRIVE, PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 8. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD'88). ELEVATIONS ARE RELATIVE TO A NGS BENCHMARK "X 403" HAVING AN ELEVATION OF 12.71 FEET NAVD 1988. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10. THIS PROPERTY LIES IN FLOOD -ZONE "X; ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111CO277K. EFFECTIVE FEBRUARY 19, 2021. 11. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. o I �2 O O 00 U) 25.00' FND 1 /2" IRC (LB7025) 0.08' W 0.25' S LEGAL DESCRIPTION _i ._ eat6rt ug1i.S�o Av v'. Nyshln -, ' - I,leltnl Itl, C _ Soi811Si"o0 Ave SAINT LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE GRAPHIC SCALE 30 0 15 30 1 inch = 80 & LOTS 7, 8 AND 5.5 FEET OF LOT 9, BLOCK. 3, RUHLMAN. SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE(S) 55, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,, FLORIDA. SYMBOL & ABBREVIATION LEGEND: ASPH ASPHALT BENCHMARK (BM) (C) CALCULATED q CENTERLINE CLF CHAIN LINK FENCE CONC CONCRETE CM CONCRETE MONUMENT CMP CORRUGATED, METAL PIPE (D) DEED D.B. DEED. BOOK E EAST/EASTING EL/ELEV. ELEVATION (M) FIELD MEASURED F.F.E. FINISHED FLOOR ELEVATION FND FOUND SQ FT. SQUARE FEET UTILITIES PUBLIC UTILITIES ARE NOT AVAILABLE SITE PLAN NOTE c FLORIDA REGISTRATION #5556 GUY WIRE ANCHOR P•B: PLAT BOOK HYDRANT (P) PLAT DATA R RADIUS INV INVERT RCP REINFORCED CONCRETE IP IRON PIPE PIPE IR IRON ROD R/W RIGHT-OF-WAY IR/C IRON ROD AND CAP 0 PROPERTY CORNER MAG NAIL MAG BRAND MAG/D NAIL 0 RIGHT-OF-WAY CONTROL ® MONITORING WELL X 0.0 TOPOGRAPHIC DATA N.R. NON RADIAL (SOFT SURFACE). NORTH AMERICAN X 0.00 TOPOGRAPHIC DATA NAVD88 VERTICAL DATUM OF (HARD SURFACE) 1988 WV M WATER VALVE (WV) O.R.B. OFFICIAL RECORDS BOOK •W WEST OHW OVER HEAD.. WIRES' WF WOOD FENCE PG PAGE PK/D PARKER-KALON NA0f;,,,r� F WOOD POWER POLE DISK T. 0�,� s ClUP P. THE FI D FL `R ELEVATION:: , s, • '• - = % SST'TE0' ^1` V_ 0 N H � M z00 zo c � } M SOF QLLL Ao s =Of Y LLI N s SUN;; o< LL w0 w Lu N o Q �' tip, LLU C7yti ��. wW Uw _I ui U 0 arm c n. cd W) N O r 0 wa F. �z �w &o w z. I z w• z w w a ❑ = 0 Q z � � U) .500 LL �y z d 0 LLI ❑ 0 0, 5 m o ai EL 0 LL DRAWN BY: FS CHECKED. BY: MTO PROJECT: 21-152 DATE:2(25/2020 SCALE: AS SHOWN SHEET 1 OF 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (St. Lucie County Habitat for Humanity) PROPERTY ADDRESS: TBD Notlem Dr Fort Pierce, FL 34982 LOT: 718 BLOCK: 3 SUBDIVISION: Ruhiman PROPERTY ID #: 3403-8050047-000-8 PERMIT #:66-SF-2276662 APPLICATION #: AP1658615 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1681484 [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 [ 900 ] GALLONS / GPD Seotic 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 [x] MOUND I CONFIGURATION: ( ] TRENCH [x] BED [] N F LOCATION OF BENCHMARK: site BM, PNT 20000 FND MAG NAIL AND WASHER ELEV 15.30', CL of RD, E PL extended N I ELEVATION OF PROPOSED SYSTEM SITE [ 11.00]( INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 2.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [39.UU] INCHES EXCAVATION REQUIRED: [ 1 1NL;kMb 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. SPECIFICATIONS BY* TITLE: J In TITLE: Environmental Specialist III APPROVED BY: , � ,. TITLE: Environmental Specialist III St. Lucie CHD Brian J In DATE ISSUED: 06/17/2021 EXPIRATION DATE: 12/17/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1658615 SE1537395 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. PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2275662 BILL DOC #:56-BID-5266081 CONSTRUCTION APPLICATION #: AP1658615 Meeks Plumbinq, Inc. AMOUNT PAID: $ 660.00 CREDIT CARD 026630 PAYMENT DATE: 04/26/2021 MAIL TO: (St. Lucie County Habitat for Humanity) FACILITY NAME: PROPERTY LOCATION: TBD Notlem Dr Fort Pierce, FL 34982 Lot: 7/8 Block: 3 Property ID: 3403-8050047-000-8 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -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 -1 - Well Construction 1 $ 115.00 RECEIVED BY: Whi.qhamJL AUDIT CONTROL NO. 56-PID-4954576 sf, 3zac d -:.-,i�- _.'a,g' :;;rstean j ] Holding Tank j T i_ G q 1. ::: j @`� pp////gypp� /aid• �jTempo/grary PERMIT NO. DATE PAID: a'/ 7_ FEE PAID: (ofon.Cb RECEIPT #: [ ] Innovative [ ] u L�i TELEPHONE: (772) 569-2285 Vero.: ,-.azh, FL '2967 TO .i'�'.,Y+ APPILICA14TI AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED OR 489.552, FLORIDA STATUTES. IT IS THE : ' _.'. , . �%? u:?t� i ; ,:J�' °rl• :: a 340-VYDE DOCUkM,-.qT-kTION OF THE DATE THE LOT WAS CREATED OR rg_0A ,19' ,y`T.Z.°d.TC TORY GRANDFATHER PROVISIONS. ._______-___ r.J'.. a (✓ :_ _ :7"L.:ruv. � � 61n PLATTED: _�t3-fir 0-�R_ 3OiaTTA7C:I/M OR EQUIVALENT: [ Y ] i?S2�Z�TT.t"y. E J � ICC E/' ]<=2000GPD [ 3>2000GPD TV _ N DISTANCE TO SEWER: FT 9' iv cmmacm .:..1_ia.1.'h..ty Cozi-.nercial/Institutional System Design =`__._. �r/�... es - 5€ ?tie 1, Chapter 69E-6, PAC ._...v�f�... 49ft- u _c� DATE :4 �dy; 44 c - which maQ; not be uaed) Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1658615 DEPARTMENT OF HEALTH PERMIT # 56-SF-2275662 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1537395 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: St. Lucie County Habitat for Humanity CONTRACTOR / AGENT: Meeks Plumbing, Inc. LOT: 7/8 BLOCK: 3 SUBDIVISION: Ruhlman ID#: 3403-8050047-000-8 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: 0.32 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLED / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 479.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 850.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: site BM, PNT 20000 FND MAG NAIL AND WASHER (LB7025) ELEV 15.30', CL ELEVATION OF PROPOSED SYSTEM SITE 11.00 [ 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: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 45 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 t MSL / NGVD 4r1TT. DDr1T.'TT.F. TW7nV.2TTr1TT CTTF: 1 ROTT. AROPTT.F. TNFORMATTON SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 511 Sand 0 To 14 1 OYR 6/1 Sand 11 To 36 HOLE CAVING Refusal 36 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 3/1 Sandy Loam 0 To 10 10YR 6/1 Sand 10 To 17 HOLE CAVING Refusal 17 To 72 OBSERVED WATER TABLE: 12.00 INCHES [ ABOVE / FLOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 11 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 11.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sandy Loam/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA VSWT determined using USDA WSS and soil borings. 0YR6/1 stripping In a 10YR5/1 matrix >10% with diffuse boundaries starting 1t 11" in SB 1. 131 11" below BM. SB2 38" beloyw,BM. /i SITE EVALUATED BY: Ingram, Brian (Title ironmental Specialist 111) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes previous editions which y not be used) Incorporated: 64E-6.001, PAC DATE: 06/07/2021 Page 3 of 4 AP1658615 EID2275662 v 1.0.2 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: TBD Parcel ID: 3403-805-0048- Account #: 39545 Sec/Town/Range: 000-5 03/36S/40E Map ID: 34/03S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County ownership Legal Description St Lucie Habitat For Humanity Inc RUHLMAN S/D BLK 3 LOT 8 AND W 5.5 FT OF LOT 9 702 S 6th ST (0.18 AC) (OR 4534-1014) Fort Pierce, FL 34950 Current Values Historical Values 3-year Just/Market: $10,500 Assessed: $2,928 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $2,928 2020 $10,500 $2,928 $0 $2,928 2019 $10,500 $2,662 $0 $2,662 2018 $8,400 $2,420 $0 $2,420 Sale History Date Book/Page Sale Code Deed Grantor Price 05-22-2020 4426 / 1287 0117 WD Helgran Iany C $6,000 04-30-2010 3194 / 0763 0112 QC GV Financial Corp $100 06-28-2007 2831 / 0732 XX01 QC Matos Herbert $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A 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 Sketched Area 0 Land Size (acres): 0.18 Land Size (SF): 7,770 Total Building Count: 1 Type Special Features and Yard Items Qty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. file:///C:/Users/ingrambj/AppData/Local/Temp/Low/KQDARCZT.htm 6/ 14/2021 Property Card Page 1 of 1 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: TBD Parcel ID: 3403-805-0047- Account #: 39544 Sec/Town/Range: 000-8 03/36S/40E Map ID: 34/03S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description St Lucie Habitat for Humanity Inc RUHLMAN S/D BLK 3 LOT (0.16 AC) (OR 4534-1014) 702 S 6th ST Fort Pierce, FL 34950-8342 Current Values Historical Values 3-year Just/Market: $9,600 Assessed: $2,634 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $2,634 2020 $9,600 $2,634 $0 $2,634 2019 $9,600 $2,395 $0 $2,395 2018 $7,700 $2,178 $0 $2,178 Sale History Date Book/Page Sale Code Deed Grantor Price 05-22-2020 4426 / 1325 0117 WD Helgran Iany C $6,000 04-30-2010 3194 / 0757 0111 QC GV Financial Corp $100 06-07-2007 2831 / 0730 XX01 QC Matos Herbert $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A 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: i7 0.9I Total Areas Finished/Under Air 0 Gross Sketched Area 0 '. Land Size (acres): 0.16 Land Size (SF): 6,969.6 Total Building Count: 1 Special Features and Yard Items Type Qty Units. Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 4/26/2021 0 A es MEN' -cro& 1 TY all % IM-1 IT, ANN- isms moan w IRA -till own V rip Custom Soil Resource Report St. Lucie County, Florida 29—Pendarvis and Pomello sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol. 1jpvq Elevation: 0 to 70 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Pendarvis and similar soils: 46 percent Pomello and similar soils: 44 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pendarvis Setting Landform: Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 48 inches: sand Bhl - 48 to 62 inches: loamy sand Bh2 - 62 to 76 inches: sand Bt - 76 to 80 inches: loamy sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 1.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Description of Pomello Setting Landform: Ridges on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 42 inches: sand B - 42 to 64 inches: sand Bw/Cg - 64 to 80 inches: sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: None Frequency of ponding. None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Low (about 5.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating. No Minor Components Lawnwood Percent of map unit., 2 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Waveland Percent of map unit. 2 percent 11 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Ankona Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear. Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Hobe Percent of map unit, 2 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121 FL) Hydric soil rating: No Jonathan Percent of map unit: 2 percent Landfonn: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classifcation: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC1.21 FL) Hydric soil rating: No 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: 1 jpwd Elevation: 0 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Not prime farmland 12 Custom Soil Resource Report Map Unit Composition Waveland and similar soils: 45 percent Immokalee and similar soils: 43 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Waveland . Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand Eg - 4 to 32 inches: sand Bh1- 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cg1- 53 to 66 inches: sand Cg2 - 66 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Poorly drained Runoff class: High 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 of ponding. None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydrcc soil rating: No Description of Immokalee Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits 13 Custom Soil Resource Report Typical profile A - 0 to 6 inches: fine sand E - 6 to 35 inches: fine sand Bh - 35 to 54 inches: fine sand Cg - 54 to 72 inches: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating. No Minor Components Salerno Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Electra Percent of map unit. 3 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landforri Marine terraces on flatwoods Landform position (three-dimensional): Talf 14 Custom Soil Resource Report Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Jonathan Percent of map unit. 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121 FL) Hydric soil rating: No 15 Leto AJ1��106� L4cx rn iJion CA,_j_ $ - - 14W7- �.w.rr-r.. QoVP SuRvEydRAnTgs ' 50 AfAetli LAIC) SI IVEttyS1 INC. jLTS A STANUM KARKOC OF A 1/2• IR®C deF_ - .- _ _ — _ 51. .. Rm AND A CAP NARKED UJW AT ALL CIPMRS. MESS MMWISE MM. ' . �'.�C•� i1i 0 SAS,. � SAID CORNED IS SHIM AS . 0 AND FIELD 9URv[TEO 0B �dS m - ��N ..�G BASSIISS .WXMINGS/ANG= MIND TIM aZZMCr I ��•1 �OAt eiQ/JC LRd . PER RECORD PLAT, IIA AnREa As SIIOIBC. AoRNIATitWf, _.._ . APPROVED (" = UL - I: : �EA{E-MPCAITIL�IT? �( CC) - C&CMATED Y.N. O . DATER NETER Al- QD •' QB^ f/f • 6di w� n� : ePT:w U.P. MEAMM 0 WILIL TY PEDESTAL •C I.R.C. . II4^4 R� t W C�• WELL LUTE 024 ..IH�C�I a - I= PIP NI rAP r , . CDM �'I• �" OCT — 6 L1:U5 K.P.C. CMC PIKE a .0 G - CEHTOILI,E - _ SELTA r.T. a PRIM Cr CLONATURE L • LZ ECOUNTY THDEPARIMBif RAm o:R:c• = rpi REY NUnR • WIL w DISC/TA4 F FDMMiiDNM29 MI'm DMMON P.c.c. . PDIIrt cmamwn R/v .RIGHT ar vAY POWA MNT ®•ELECTRICAL iRalISF'[LRlER P.C.P. • PD_LNIRIIT C@![R� oOetf� /• � AT ➢ URGE LnR IRBLIN EASMOU , �Ia.p MIGlKt R. uvsaN DI¢S rIII RNaMNRRE AseR¢ AA LIAaILITY FR ANY \ FAD@(9CT, R16NT-BF-YAY. SE'fBMICS. RMAT, MR P [R �7i /. �••. VZ313LE MAT1�iS ND7 SN®RI aR CV THE PLAT. MR PV CALLY St. Lucie County Health Dept YTSTDLE ma SITE. 71HS BwIMY Yas vrTHDHT 8LN[FIT m' !• Environmental Health Section ATTERICT TITLE `� ALL wrrcRs ar TICs mus REmmRam MAN ATT@Ac^Y. Site Plan Approved for Construction ras suRVET Is Harr vx[D vinour t,E sI@WA�TURF Am rTR DAIGI AV Supe r VIGUs @ RAISED SEAL IF A T7 MlnA LICE) SSD sIRVEYGR Alm •MAPPER. G�7 G7 . CRewewer: A KISS CTIVVIIN. AR ir�vi im .0 7 LaLITI TSAN�g". LEGAL DESM PTION PRDVTDo N mmer. ��IO%OSE�(l s/.CIGYLr /`ivy/ // 11" SIAMM IS AM THE KL a AIG PARSISS SPLCIFICALLT CWIFM TI) h. /9 A/Q `� : ' naroAro_ F eygj7o saow�vs As iAt pAVD A=tDI � TIE F I D) ,dam- asaoww ACCLWDING 70 TIE FEffi AL CIOFCdJRT MANAfEIEIF ASSOCIATIUM CFEMA) /7M 7E6REWVAMrL 7POF2MCOAmc70A To YFJP>f'PALL FLOOD INSLOWCE RATE AADAUPR0raW �RITy • NAPS. THIS rRasJmr LIES IN ars SE!BAC$.S, PROPQSFF,DANDEXLSTW m.Tm� z .. - ... GbV d .. .. ..:.. �.._ ... fAlPROt'6iNFJYISSElOA'IV PRi 7000NSTROL770 LEGAL DESCRIPTION ® 8a LOT /! rie , OtgCt _ OF O BOUNDARY SURVEY t! 7,.* ACCORD WO TO THE PLAT THEREOF. AS o' �5 R€WRDID IN PLAT BbOK 9 AT b PAGE-3 ,OF TKE PUBLIC V1� ! a REWS .O.O �iTF P i -. _�dZ/z ✓i � a.� 3 C�✓�► err q H` S4}Minn,ATE ABACUS LAND SURVEYORS, INC. ae Yv7 ,�t 7S•� I HCxRE$T•-UP -MV BELIEF THAT —' — THIS St1Ri 13.TIiG •ACCIJ!2 O. SUBJECT TO 389 SX. GASPARMU AVE. ld' t� ♦ 1 ♦ — ALL W TE$ ANt9' A A QNB SHQ 14�REON. PORT ST. 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