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Home My WebLink AboutD O H PAPERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICATION a:AP1413661 PERMIT n:56-SF-1948547 DocumENT a:F11362043 DATE PAID:05/10/2019 FEE PAID:515.00 RECEIPT a:56-PID-3938644 APPLICANT: RNH Enterprises, Inc I que - Q 1 3-� AGENT: Scherer Management Co SG ]N EL) PROPERTY ADDRESS: 5302 Hickory Dr Fort Pierce, FL34982 QV LOT: 17 BLOCK: 52 ♦ t. Lucie Count% SUBDIVISION: Indian River Estates mp: 3402-608.0457.000-7 CHECKED [X1 ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. [ 1 TANK INSTALLATION [01] TANK SIZE [11 1090.00 123 1021 TANK MATERIAL Polypropylene 1031 OUTLET DEVICE [041 MULTI -CHAMBERED [ .Lk N 1 [051 OUTLET FILTER POIylok PL-68 1061 LEGEND 1. 70-143-11DC4 2. [071 WATERTIGHT [081 LEVEL [091 DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] 384 121 SQFT [111 DISTRIBUTION BOX _ HEADER x 1121 NUMBER OF DRAINLINES 1. 4.00 2. [131 [241 1151 [161 [171 [18] [19] [201 [213 DRAINLINE SEPARATION DRAINLINE SLOPE DEPTH OF COVER ELEVATION [ -ABOVE / SYSTEM LOCATION DOSING PUMPS BELOW 1BM 3.00 AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH FILL / EXCAVATION MATERIAL I 1 [221 FILL AMOUNT [ 1 1233 FILL TEXTURE [ ] [241 EXCAVATION DEPTH [ I [251 AREA REPLACED I ] 1261 REPLACEMENT MATERIAL Comments: Comments are on pace 2 SETBACKS I 1 I273 SURFACE WATER FT [ ] [281 DITCHES 17 FT I ] [291 PRIVATE WELLS FT [ ] [301 PUBLIC WELLS FT [ 1 1311 IRRIGATION WELLS FT [ 1 [32] POTABLE WATER 10 PT I ] [33] BUILDING FOUNDATIONS 5 FT I ] [341 'PROPERTY LINES 5 FT [ 1 1351 OTHER FT FILLED / MOUND SYSTEM [ ] [361 DRAINFIELD COVER [ 1 (371 SHOULDERS [ ] 1381 SLOPES I 1 I393 STABILIZATION 12/26/2019 ADDITIONAL INFORMATION [ ] [40] UNOBSTRUCTED AREA [ 1 [411 STORMWATER RUNOFF 1 1 [421 ALARMS [ ] [431 MAINTENANCE AGREEMENT ' [ ] [441 BUILDING AREA [ 1 [451 LOCATION CONFORMS WITH SITE PLAN [ 1 [461 FINAL SITE GRADING [ ] (471 CONTRACTOR Jeff Nelson (JEFFREY K NEL I 1 1481 OTHER INFILTRATOR Qulck4 EQ36 (single c ABANDONMENT I ] [491 TANK PUMPED [ ] 1503 TANK CRUSHED 6 FILLED CONSTRUCTION St. Lucie CHID C APPROVED / DISAPPROVED 1: Environmental Specialist 11 Brian J Ingram (ENVIRONMENTAL HEALTH) FINAL SYSTEM [ APPROVED / DISAPPROVED ]: St. Lucie CEO Environmental Specialist II Brian J Ingram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DE 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EH Database v 1.0.1 AP1413661 EID1948647 DATE: 10130/2019 DATE: 12/26/2019 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 APPLxcATxoN U:AP1413661 PERMIT #:56-SF-1948547 DocDM>eNT N:FI1362043 DATE PAID:05/10/2019 FEE p=.515.00 RECEIPT t):56-PID-3938644 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, filter, and 4x8 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. DE 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 AP1413661 EID1946547 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #:56-SF-1948547 APPLICATION #:AP1413661 FILE DATE PAID: #:PR1228002 JUN 06 2019 SCANNED CONSTRUCTION PERMIT FOR: OSTDS New , Lucie County, Permitting BY APPLICANT: (RNH Enterprises Inc) PROPERTY ADDRESS: 5302 Hickory Dr Fort Pierce, FL34982 LOT: 17 BLOCK: 52 SUBDIVISION: Indian River Estates. . [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 3402-608-0457-000-7 [OR TAR 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 SMANOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE N 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:I250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 ERB #Pumps D [ 375 1 SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [ 7 I CONFIGURATION: [Ir] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM NIA SYSTEM STANDARD [ ] FILLED [X] MOUND TRENCH [ ] BED [ ] Site I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L 0 T H E R angle, CL of rd, center of property [ 2.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT [ 1.00 ][INCHES FT 1[ ABOVE BELOW] BENCHMARK/REFERENCE POINT REQUIRED: [21.001 INCHES EXCAVATION REQUIRED: [ 1 lnunca 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 Ingr TITLE: Environmental Specialist II TITLE: Environmental Specialist II - St. Lucie CHD APPROVED BY: Brian J Ing EXPIRATION DATE: 11/24/2020 DATE ISSUED: OS/P4/2019 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Page 1 of 3 Incorporated: 64E-6.003, FAC v 1.1.4 AP1413661 SE1177398 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 PAYING ON: 9:56-SF-1948547 BILL Doc #56-BID-4184820 CONSTRUCTION APPLICATION #: AP1413661 RECEIVED FROM: Scherer Management Co AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 2109 PAYMENT DATE: 05/10/2019 MAIL TO: (RNH Enterprises, Inc) FACILITY NAME: PROPERTY LOCATION: 5302 Hickory or Fort Pierce, FL 34982 17 Lot: Property ID: 3402-608-0457-000-7 52 Block: 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: MontanezNM AUDIT CONTROL NO. 56-PID-3938644 !q r e f _ ` STATE OP FLORIDA DEPARTMENT OF HEALTH 4I% ONSITE SEWAGE TREATMENT AND DISPOSAL, *<, SYSTEM .APPLICATION FOR CONSTRUCTION PERMIT 1.PPLICATION- FOR: [.x] New System PERMIT NO. -S-Igy851 4 'DATE PAID: �p �, FEE PAID: C C'q 1 RECEIPT 4h C ] Existing System [ ] Holding Tank [. ] Innovative [ l 'Repair [ ] Abandonment [ ] Temporary [ ] APLICANT: \GENT:K 1AILING ADDRESS: XS, [rJ� TELEPHONE: X/�%pZ �rJ�l' �?O// '0 HE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED 3Y 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 'LATTED'(MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. 'ROPERTY INFORMATION AT: BLOCK: 0�1 S�DIVISION: /,QAm�7,1)• 7 PLATTED: �— 7 'ROPERTY ID 4k: / ZONING: I/M OR EQUIVALENT: [ Y / N ] 'ROPERTY. .SIZE: O, 3 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [X]<=2000GPD [ 1>2000GPD :S SEWER AVAILABLE AS PER 381.00 S�FS? [ Y / N�] .DISTANCE TO SEWER:FT •ROPERTY ADDRESS: :6 (, ,5� oO O/T hM, /�� lw, e t j r IRECTIONS O PROPERTY: n i .Ale A I u,LDING INFORMATION Cxl RESIDENTIAL [ ] COMLIERCIAL nit .Type of No. of Building Commercial/ ins tithtional System Design o. Establishment Bedrooms Area Sqft Table 1, Chapter 641';-6, FAC 1 l� �s 2 o 3 i. 4.' • •i ] ;Floor/Equipment- Drains [ ] Other (Specify) 3 4015,'08/09 (Obsoletes previous editions which may not be used) acorporated 64E-6.001, FAC DATE: y a9 9 Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: RNH Enterprises, Inc CONTRACTOR / AGENT: Scherer Management Co LOT: 17 BLOCK: 52 SUBDIVISION: Indian River Estates ID#: 3402-6OM457-000-7 APPLICATION # AP1413661 PERMIT # 56-SF-1948647 DOCUMENT # SE1177398 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: 0.23 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 920.00 SQFT UNOBSTRUCTED AREA REQUIRED: 920.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, orange triangle, CL of rd, center of ELEVATION OF PROPOSED SYSTEM SITE 2.00 11 INCHES / FT I [ ABOVE / 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: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 9 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES IX]NO] FT [ MEL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD VUSDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1 OYR 312 Sand OT09 1 OYR 511 Sand 9 To 34 1 OYR 6/1 Sand 21 To 34 1 OYR 211 Spodic Material 34 To 56 1 OYR 512 Sand 56 To 72 n USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1OYR 4/2 Sand 0 To 15 1 OYR 5/1 Sand 15 To 33. 1OYR 6/1 Sand 23 To 35 10YR 211 Spodic Material 35 To 55 10YR 4/3 Sand 55 To 66 10YR 5/3 Sand 66 To 72 OBSERVED WATER TABLE: 515.00 INCHES [ABOVE / BELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 21 INCHES [ ABOVE / BELOW 1 HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: IXIYES [ ]NO [ PERCHED / APPNT ] EXISTING GRADE DEPTH: 21.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) 7 REMARKS/ADDITIONAL CRITERIA WT determined using USDA WSS and soil borings. Stripped Matrix- 1 OYR6/1 stripping in 10YR5/1 matrix >10% with diffuse boundaries starting at 21" in S61. I T' below SM. SS2 V below SM. SITE EVALUATED BY: Ingram an (Title: Environmental Specialist 11) (ENVIRONMENTAL HEALTH) DE 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC INCHES DATE: 05/17/2019 Page 3 of 4 AP1413661 EID1948547 v1.0.2 a.7 iue ,a• STATE OF FLORIDA DEPARTMENT OF HEALTH �Q ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT It. ✓�'S/' "�4'[��T / PPLICANT : RvuN Fe,, e l2eZSf' S J N GENT- ;�IIr/eiG / �' /�f�`J P N?G'.✓/ C- �!% OT:.17 BLOCK: �p2 SU5DIVISION:16Aa p)%ICIZ S/9T 5 l%/1l / ROPERTY ID #: [ SectioNTOwnship/Parcel No. or Tax -ID -Number ] 0 BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS UST PROVIDE REGISTRATION NUMBER AND SIGNN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS_ ROPERTY SIZE CONFORMS TO SITE PLAN: [(/f YES [ ] NO NET USABLE AREA AVAILABLE: 01g, ACRES DIAL ESTIMATED SEWAGE FLOW: _�O O GALLONS PER DAY [RESIDENCES-TABLET/OTHER-TABLE2 ] UTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/nTCRE ] ROBSTRUCTED AREA AVAILABLE: —�SQFT UNOBSTRUCTED AREA REQUIRED: fo O O SQFT 11 r ENCHMARK/REFERENCE POINT LOCATION: A yCU /,,�//n7�J%li/inn ��. P, �heY• f LEVATION OF PROPOSED SYSTEM SITE 113 CINCHES/FP ] [ABOVE/BELOW ENCHMARK/REFERENCE-POINT HE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM. TO THE FOLLOWING FEATURES JRFACE WATER: a/�- FT DITCHES/SWAIES: co T - NORMALLY WET? [ [ YES X-1 NO ELLS: PUBLIC: (O O FT L1141TED USE: 0 O FT PRIVATE:_ D FT NON -POTABLE: , �O FT JILDING FOUNDATIONS:/b FT PROPERTY LINES:_ FT POTABLE WATER LINES:J�FT ITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ NO 10 YEAR FLOODING? [ ] YES il'//] NO D YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL If/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: MUNSELL #/COLOR TEXTURE USDA SOIL SERIES: DEPTH TO TO. TO TO TO TO TO TO TO 3SERNED WATER TABLE: INCHES [ABOVE/BELOW '] EXISTING GRADE. TYPE: [ PERCHED /APPARENT ] 3TIMATED NET SEASON WATER TABLE ELEVATION:, INCHES [.ABOVE/BELOW ] EXISTING GRADE CGH WATER TABLE VEGETATION: [ ] YES [A NO MOTTLING: [ ] YES [A NO DEPTH: INCHES JIL.TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION:INCHES 3AINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) -:MARKS/ADDITIONAL CRITERS,A: . 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC I gage 3 of 4 Property Card NO M7'age 'of I Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification , Site Address: 5302 Parcel ID: 3402-608-0457- Account #: 37536 Sec/Town/Range: HICKORY DR 000-7 02/36S/40E Map ID: 34/02S Zoning: RS-4 Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description RNH Enterprises Inc INDIAN RIVER ESTATES -UNIT 07- BLK 52 LOT 17 (MAP 1082 SW Lighthouse DR 34/02S) (OR 3763-685; 3770-383) Palm City, FL 34990 Current Values Historical Values 3-year Just/Market: $10,000 Assessed: $10,000 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $10,000 2018 $10,000 $10,000 $0 $10,000 2017 $9,400 $9,400 $0 $9,400 2016 $9,400 $9,400 $0 $9,400 Sale History Date Book/Page Sale Code Deed Grantor Price 07-14-2015 3770 / 0383 0130 SP RNH Enterprises Inc $100 07-01-2015 3765 / 0685 0205 SP Bluestar Management LLC ' $16,000 04-21-2015 3745/2577 0205 SP Iota Pink LLC $16,000 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: 2014 Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Iot Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg HgUFloor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas n;~ Finished/UnderAir 0 Cl;Etfr l (SF): Gross Sketched Area 0 ano,vailoblt= (SF): i r_I,of7i:} Land Size (acres): 0.23 _ Land Size (SF): 10,000 Total Building Count: I Special Features and Yard Items Type Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. ttps://paslc-dev.org/RECard/ 5/10/2019 a ! Custom Soil Resource Report St. Lucie County, Florida 21—Lawnwood and Myakka sands Map Unit Setting — - National map unit symbol: ljpvg 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 similarsoils. 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts 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 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. 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 (G1566CI41FL) 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 Frequencyofponding. 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: AID Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Ankona Percent of map unit., 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Taif Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No Electra Percent of map unit. 7 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 11