Loading...
HomeMy WebLinkAbout7405 silver oak fa.pdfSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Chad Hinkle AGENT: PROPERTY ADDRESS: LOT: 1 7405 Silver Oak Dr Port Saint Lucie, FL 34952 BLOCK: 3 SUBDIVISION: St. Lucie Gardens ID#: 3414-501-0701-000-2 APPLICATION # : AP 1454854 PERMIT #:56-SF-2019027 DOCUMENT # : FI 1695722 DATE PAID :11 /25/2019 FEE PAID:545.00 RECEIPT #:56-PID-4238681 CHECKED [XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [ ] [01] TANK SIZE [1] 1050.00 [2] [ ] [ 02 ] TANK MATERIAL Concrete [ ] [031 OUTLET DEVICE [ ] [041 MULTI -CHAMBERED [ Y N ] [ ] [05] OUTLET FILTER Polylok PL-250 [ ] [061 LEGEND 1. 28-015-08DC3 2. [ ] [07] WATERTIGHT [ ] [08] LEVEL [ ] [09] DEPTH TO LID DRAINFIELD INSTALLATION [ ] [10] AREA [1] 504 [2] SQFT [ ] [11] DISTRIBUTION BOX HEADER X [ ] (121 NUMBER OF DRAINLINES 1. 5.00 2. [ ] [13] DRAINLINE SEPARATION [ ] [141 DRAINLINE SLOPE [ ] [15] DEPTH OF COVER [ ] [161 ELEVATION [ ABOVE / BELOW ]BM 3.00 [ ] [17] SYSTEM LOCATION [ ] [181 DOSING PUMPS [ ] [19] AGGREGATE SIZE [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [ ] [22] FILL AMOUNT [ ] (231 FILL TEXTURE [ ] [241 EXCAVATION DEPTH [ ] [25] AREA REPLACED [ ] [261 REPLACEMENT MATERIAL Comments: Comments are on page 2. CONSTRUCTION I APPROVED / DISAPPROVED ]: SETBACKS [ ] [27] SURFACE WATER FT [ ] [281 DITCHES 62 FT [ ] [291 PRIVATE WELLS FT [ ] [30] PUBLIC WELLS FT [ ] [31] IRRIGATION WELLS 75 FT [ ] [32] POTABLE WATER 29 FT [ ] [33] BUILDING FOUNDATIONS 14 FT [ ] [34] PROPERTY LINES 52 FT [ ] [351 OTHER FT FILLED / MOUND SYSTEM [ ] [36] DRAINFIELD COVER [ ] [371 SHOULDERS [ ] [38] SLOPES [ ] [39] STABILIZATION 09/02/2021 ADDITIONAL INFORMATION [ ] [401 UNOBSTRUCTED AREA [ ] [41] STORMWATER RUNOFF [ ] [42] ALARMS [ ] [43] MAINTENANCE AGREEMENT [ ] [44] BUILDING AREA [ ] (451 LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING [ ] [471 CONTRACTOR (Austin Sewer & Septic, Inc [ ] [48] OTHER INFILTRATOR Quick4 EQ36 (single c ABANDONMENT [ ] [49] TANK PUMPED [ ] [50] TANK CRUSHED & FILLED St. Lucie CHD ntal Specialist I J Ingram (ENVIRONMENTAL HEALTH) FINAL SYSTEM [ APPROVED / DISAPPROVED ]: / St. Lucie CHD Environmental Speciar Brian 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 AP1454854 EID2019027 DATE: 06/03/2021 DATE: 09/02/2021 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 # : AP 1454854 PERMIT #:56-SF-2019027 DOCUMENT # : FI 1695722 DATE PAID 11 /25/2019 FEE PAID:545.00 RECEIPT #:56-PID-4238681 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. New ST, filter, and 2x9+3x8 long TRENCH DF installed. No violations, system ok to cover, contractor notified onsite. Needs final inspection for mound system and final site grading. 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 AP1454854 EID2019027 APPLICATION #:AP1454854 STATE OF FLORIDA PERMIT #:56-SF-2019027 g DEPARTMENT OF HEALTH DOCUMENT #: FI 1643358 sAQ�' ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL COfj DATE PAID:11/25/2019 NeT FEE PAID:545.00 RECEIPT #:56-PID-4238681 APPLICANT: Chad Hinkle AGENT: PROPERTY ADDRESS: 7405 Silver Oak Dr Port Saint Lucie, FL 34952 LOT: 1 BLOCK: 3 SUBDIVISION: St. Lucie Gardens ID#: 3414-501-0701-000-2 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE (1] 1050.00 [2] [ ] [271 SURFACE WATER FT [ ] [021 TANK MATERIAL Concrete [ ] [281 DITCHES 62 FT [ ] [031 OUTLET DEVICE [ ] [291 PRIVATE WELLS FT [ ] [041 MULTI -CHAMBERED [ L_jj N ] [ ] [30] PUBLIC WELLS FT [ ] [05] OUTLET FILTER Polylok PL-250 [ ] [31] IRRIGATION WELLS 75 FT [ ] [06] LEGEND 1. 28-015-08DC3 2. [ ] [32] POTABLE WATER 29 FT [ ] [07] WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 14 FT [ ] [08] LEVEL [ ] [341 PROPERTY LINES 52 FT [ ] [09] DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [101 AREA [1] 504 [21 SQFT [ ] [36] DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ] [371 SHOULDERS [ ] [12] NUMBER OF DRAINLINES 1. 5.00 2. [ ] [381 SLOPES [ ] [13] DRAINLINE'SEPARATION [ ] [391 STABILIZATION [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [161 ELEVATION [ ABOVE / BELOW ]BM 3.00 [ ] [401 UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION [ ] (411 STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] (421 ALARMS [ ] [191 AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [441 BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ ] [46] FINAL SITE GRADING [ ] [221 FILL AMOUNT 1 ] [47] CONTRACTOR (Austin Sewer & Septic, Inc [ ] [231 FILL TEXTURE [ ] [48] OTHER INFILTRATOR Quick4 EQ36 (single c [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] [25] AREA REPLACED [ ] [491 TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. CONSTRUCTION I APPROVED / ..� St. Lucie CHD DATE: 06/03/2021 DISAPPROVED Environ ntal Specialist III B gram (ENVIRONMENTAL HEALTH) FINAL SYSTEM I. APPROVED / DISAPPROVED St. Lucie CHD DATE: 06/03/2021 Environmental Specialist III Br' 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 Page 2 of 3 EH.Database v 1.0.1 AP1454854 EID2019027 STATE OF FLORIDA DEPARTMENT OF HEALTH s 1aQ ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM �y CONSTRUCTION INSPECTION AND FINAL APPROVAL WS' Violation Number Comment Comments APPLICATION #:AP1454854 PERMIT #:56-SF-2019027 DOCUMENT # : FI 1643358 DATE PAID :11 /25/2019 FEE PAID:545.00 RECEIPT #:56-PID-4238681 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. New ST, filter, and 2x9+3x8 long TRENCH DF installed. No violations, system ok to cover, contractor notified onsite. Needs final nspection for mound system 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 AP1454854 EID2019027 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Chad Hinkle PROPERTY ADDRESS: 7405 Silver Oak Dr Port Saint Lucie, FL 34952 LOT: 1 BLOCK: 3 PROPERTY ID #: 3414-501-0701-000-2 SUBDIVISION: St. Lucie Gardens PERMIT #:56-SF-2019027 APPLICATION #: AP1454854 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1288441 [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 [ 1,050 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X1 MOUND I CONFIGURATION: [XI TRENCH [ ] BED [ ] rw F LOCATION OF BENCHMARK: FND 5/8" IR in c/o, no ID, center of intersection I ELEVATION OF PROPOSED SYSTEM SITE [ 20.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D H O T H E R REQUIRED: L 50.UUJ INCHES EXCAVA'TIUN REQUIRED: L J L VL'nMo system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II _ St. Lucie CHD Brian J In r DATE ISSUED: 01/14/202C EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC 07/14/2021 Page 1 of 3 v 1.1.4 AP1454854 SE1237843 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. HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: MAIL TO: Chad Hinkle St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2019027 BILL DOC #:56-BID-4495586 CONSTRUCTION APPLICATION #: AP1454854 Chad Hinkle AMOUNT PAID: $ 545.00 CHECK 508 PAYMENT DATE: 11/25/2019 FACILITY NAME: PROPERTY LOCATION: 7405 Silver Oak Dr Port Saint Lucie, FL 34952 1 Lot: Block: 3 Property ID: 3414-501-0701-000-2 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 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4238681 '��"� o� STATE OF FLORIDA PERMIT No.%-SF-a019p2.-1 DEPARTMENT OF HEALTH DATE PAID: q ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: h r SYSTEM RECEIPT ##: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [y,11 New System [ J Existing System [ ] Holding Tank [ ] Innovative [ J Repair [ ] L fAbandonment [ ] Temporary APPLICANT: I'1`°L`=Ce C�l.�� t �IGL AGENT: TELEPHONE.( ZSS - Z Z Z ? / MAILING ADDRESS: - - ---------------------------------------------------- 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: J SUBDIVISION: fA .C(C_ S PLATTED! PROPERTY ID ##; 394- 5bk ` 6 ,, 6I boo Z ZONING: ht I/M OR EQUIVALENT: [ Y0J PROPERTY SIZE: LIiU(: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ J<=2000GPD [ J>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/N)] �} DISTANCE TO SEWER: FT PROPERTY ADDRESS: CJS �i�✓2r' l>>!. �� fsL �� /-7 DIRECTIONS TO PROPERTY: BUILDING INFORMATION Unit Type of No Establishment 1 J I 2 3 4 [ J Floor/Equipment Drains SIGNATURE: [ J RESIDENTIAL [ j COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC [ J Other (Specify) DH 4015, 08109 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Chad Hinkle CONTRACTOR / AGENT: LOT: 1 BLOCK: 3 SUBDIVISION: St. Lucie Gardens ID#: 3414-501-0701-000-2 APPLICATION # AP1454854 PERMIT # 56-SF-2019027 DOCUMENT # SP1937843 TO BE COMPLETED BY ENGINEER, -HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 4.06 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 6090.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: FND 5/8" IR In c/o, no ID, center of intersection ELEVATION OF PROPOSED SYSTEM SITE 20.00 [ 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: FT NORMALLY WET. [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 40 FT POTABLE WATER LINES: 12 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 INFORMATTON STTE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 411 Sand 0 To 16 10YR 5/1 Sand 7 To 16 1 OYR 6/3 Sand 16 To 28 HOLE CAVING Refusal 28 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 20 10YR 5/1 Sand 8 To 20 1 OYR 6/2 Sand 20 To 29 HOLE CAVING Refusal 29 To 72 OBSERVED WATER TABLE: 5.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED /I APPARENT I] ESTIMATED WET SEASON WATER TABLE ELEVATION: 7 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 7.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. S6 stripped matrix- 10YR5/1 stripping in 10YR4/1 matrix >10% with diffuse boundaries starting at 7" in SB1. S131 20" below BM. SB2 19" below BM. — SITE EVALUATED BY: INCHES DATE: 01 /13/2020 Ingram, Brian (TitEnvironmental Specialist II) (ENVIRONMENTAL HEALTH) itions DH 4015, 08/09 (Obsoletes previous edwhic may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1454854 EID2019027 v 1.0.2 Property Card Page 1 of 1 5-G-sF-2.c;l'�a27 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 7405 SILVER Parcel ID:3414-501-0701- Account#:40711 Sec/Town/Range: OAK DR 000-2 23/36S/40E Map ID: 34/23S Zoning: RM-5 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Chad Hinkle ST LUCIE GARDENS 23 36 40 BLK 3 N 1/2 OF LOT I -LESS 5715 Tangelo DR RD R/W- (4.06 AC) (MAP 34/23S) (OR 4103-1381), Fort Pierce, FL 34982 Current Values Historical Values 3-year Just/Market: $118,200 Assessed: $118,200 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $118,200 2019 $118,200 $118,200 $0 $118,200 2018 $118,100 $87,340 $0 $87,340 2017 $79,400 $79,400 $0 $79,400 Sale History Date Book/Page Sale Code Deed Grantor Price 02-23-2018 4103 / 1381 0001 WD Maria Silva IRA # 1311502 $139,000 02-23-2018 4103 / 1381 0001 WD NuView IRA Inc $139,000 09-04-2015 3790 / 0459 0001 WD Kunkel Joseph $99,000 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 Full Baths: 0 Half Baths: 0 A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air (SF): Gross Sketched Area (SF): Land Size (acres): Land Size (SF): Total Building Count: Special Features and Yard Items Type Qty Units Year Blt 0 0 4.06 176,853.6 1 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECa.rd/ 11 /25/2019 Custom Soil Resource Report St. Lucie County, Florida 21—Lawnwood and Myakka sands Map Unit Setting National map unit symbol: 1jpvg Elevation: 20 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: Farmland of unique importance Map Unit Composition Lawnwood and similar soils: 40 percent Myakka and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lawnwood Setting Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 28 inches: sand Bhl - 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Natural 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 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 waterstorage in profile: Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 10 Custom Soil Resource Report Hydric soil rating: No Description of Myakka 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 7 inches: sand E - 7 to 27 inches: sand Bh - 27 to 38 inches: sand C - 38 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 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 water storage in profile: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Ankona Percent of map unit: 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Electra Percent of map unit: 7 percent Landform: Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 11 Custom Soil Resource Report Waveland Percent of map unit.- 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: ljpwd Elevation: 20 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 Map Unit Composition Waveland and similar soils: 44 percent Immoka/ee and similar soils: 44 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 Natural 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 12 Custom Soil Resource Report 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 water storage in profile: 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) Hydric 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 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 Natural 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 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: 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 (G156BC141FL) Hydric soil rating: No Minor Components Jonathan Percent of map unit.- 3 percent 13 Custom Soil Resource Report Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 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 Hydric soil rating. No Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Electra Percent of map unit. 3 percent Landform: Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No 51—Waveland-Lawnwood complex, depressional Map Unit Setting National map unit symbol: ljpwf 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 Waveland and similar soils: 55 percent Lawnwood and similar soils: 40 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Waveland Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Dip 14 Custom Soil Resource Report Down -slope shape: Concave Across -slope shape: Concave 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 Natural drainage class: Very poorly drained Runoff class: Negligible 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 0 inches Frequency of flooding: None Frequency of ponding: Frequent 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 waterstorage in profile: Very low (about 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating: Yes Description of Lawnwood Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Parent material: Sandy marine deposits Typical profile A - 0 to 3 inches: sand E - 3 to 28 inches: sand Bh1 - 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Natural drainage class: Very poorly drained Runoff class: Negligible 15 Custom Soil Resource Report 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 0 inches Frequency of flooding: None Frequency of ponding: Frequent 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 0.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating: Yes Minor Components Wabasso Percent of map unit. 5 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No