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Home My WebLink AboutD O H PAPERWORKAPPLICANT: AGENT: SCII "• APPLICATION #:AP1413655 STATE OF FLORIDA PERMIT #:56-SF-1948530 DEPARTMENT OF HEALTH DOCUMENT #:F11362048 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:05/10/2019 FEE PAID:515.00 RECEIPT #:56-PID-3938625 RNH Enterprises, Inc *I q 0 in -()I �;q SGANNED PROPERTY ADDRESS: 5110 Birch Dr Fort Pierce, FL 34982 St. Lucie ca ft LOT: 6 BLOCK: 61 SUBDIVISION: Indian River Estates ID#: 3402-608.0400-000-3 CHECKED IX] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ 1 [011 TANK SIZE 11] 1090.00 [21 [ 1 [271 SURFACE WATER FT [ ] [02] TANK MATERIAL Polypropylene [ ] [283 DITCHES 17 FT 1 3 [03] OUTLET DEVICE 1 1 1291 PRIVATE WELLS FT [ 1 [041 MULTI -CHAMBERED [ Y N l [ 1 [30] PUBLIC WELLS FT [ 1 (051 OUTLET FILTER Polylok PL-68 [ 1 [31] IRRIGATION WELLS 90 FT [ 1 106] LEGEND 1. 70-143-11DC4 2, [ l (32] POTABLE WATER 12 FT [ 1 1073 WATERTIGHT [ 1 [33] BUILDING FOUNDATIONS 6 FT [ 1 [08] LEVEL [ l 1341 PROPERTY LINES 5 FT 1 1 1093 DEPTH TO LID [ ] 1353 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ 1 [10] AREA [1] 384 [21 SQFT [ 1 1361 DRAINFIELD COVER [ ] rill DISTRIBUTION BOX _ HEADER x 1 1 (371 SHOULDERS [ 1 [121 NUMBER OF DRAINLINES 1, 4.00 2. [ 1 [381 SLOPES 1 ] [133 DRAINLINE SEPARATION [ 1 1391 STABILIZATION 12/26/2019 [ 1 [143 DRAINLINE SLOPE [ 1 1151 DEPTH OF COVER ADDITIONAL INFORMATION I 1 [161 ELEVATION [ ABOVE / BELOW ]BM 3.00 1 1 [40) UNOBSTRUCTED AREA ( ] [17] SYSTEM LOCATION ( 1 [41] STORMNATER RUNOFF [ 1 [18] DOSING PUMPS [ 1 [421 ALARMS [ 3 [191 AGGREGATE SIZE 1 l 1431 MAINTENANCE AGREEMENT I 1 [201 AGGREGATE EXCESSIVE FINES I ] [441 BUILDING AREA [ 1 1211 AGGREGATE DEPTH [ 1 [451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ 1 [461 FINAL SITE GRADING [ ] 1221 FILL AMOUNT [ 1 [471 CONTRACTOR Jeff Nelson(JEFFREY K NEL [ ] (231 FILL TEXTURE [ 1 1483 OTHER INFILTRATOR Quick4 E036 (single c 1 1 1243 EXCAVATION DEPTH ABANDONMENT [ 1 [251 AREA REPLACED [ 1 [491 TANK PUMPED 1 ] [261 REPLACEMENT MATERIAL [ 1 [50] TANK CRUSHED S FILLED Comments: Comments are on page 2. CONSTRUCTION I RPPAOVED / / St. Lucie cHD DATE: 10/28/2019 DISAPPROVED ]' Envlronm ntal Specialist ll Brl J mm(ENVIRONMENTAL HEALTH) F1111U, SYSTEM C APPROVED / DISAPPROVED 1: .--- —�(• Lucie CED DATE: 12/2612019 Env ronmental Specialist II Brian ngram (ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) DH 4016, 08/09 (Obscletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1413655 EID1948630 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICATION a:AP1413655 PERMIT a:56-SF-1948530 DocumzNT n:F11362048 DATE PAID:05/10/2019 PEE PAID:515.00 RECEIPT a:56-PID-3938625 Violation Number Comment Comments 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 4x8long TRENCH DF Installed. No violations, system ok to cover. Contractor notified onsHe. Needs final . approval for mound system and final she grading. Final system approved. Contractor and building department emailed final approval. DH 4016, 08109 (Obsoletes all Previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 2 of 3 EH Database v1.0.1 AP1413655 EID1948530 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND SYSTEM CONSTRUCTION PERMIT FOR: APPLICANT: PROPERTY ADDRESS: 511 OSTDS New FL 34982 PERMIT #:56-SF-1948530. APPLICATION #: AP1413655 DATE PAID: E PAID: RECEIVED ' CEIPT #: JUN 0 2019 n CUMBNT #: PR1227981 ST. Lucie County, Permitting - File COPY LOT: 6 BLOCK: 51 SUBDIVISION: Indian River Estates %9t LUCIP. C(i]mly PROPERTY ID #: 3402-608-0400-000-3 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [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 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 NOLL 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 SeDtic 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 ERS #Pumps [ ] D ( 375 1 SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] FILLED ( ] MOUND [] I CONFIGURATION: [X] TRENCH ( ] BED [ ] N F LOCATION OF BENCHMARK: site BM Orange paint triangle, CL of rd, center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE ( 6.00 ][ INCHES FT ]I; ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: 113.00] INCHES EXCAVATION REQUIRED: [ ] INCHES — The -system is sized for 3 bedrooms with a maximum occupancy of 6 persons-(2per bedroom), for a total estimated flow of - 0 300 gpd. T H E R SPECIFICATIONS BY: Briar Ing TITLE: Environmental Specialist II ' APPROVED BY: I Environmental Specialist II St. Lucie CHD Brian 1 Ingra DATE ISSUED: 05/24/2019 EXPIRATION DATE: 11/24/2020 DH 4016, 08109 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC _ Page 1 of 3 V 1.1.4 AP1413655 SE1177374 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. ram_ St. Lucie County Health Department R 5150 NW Milner Dr PortSaint Lucie, FL 34983 HEALTH PAYING ON: s56-SF-1948530 BILLDOrg,56-BID-4184789 CONSTRUCTION APPLICATION#:AP1413655 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 c PROPERTY LOCATION: 5110 Birch Dr Fort Pierce, FL 34982 Lot: 6 Block: 51 Property ID: 3402-608-0400-000-3 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-3938625 STATE Or FLORIDA 7 } DEPARTMENT OF HEALTH 4/ ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [x] New System C ] Repair APPLICANT: X AGENT: X , MAILING ADDRESS:X [ ] Existing System C ] Abandonment w [ ] Holding Tank [ ] Temporary IA-1 PERMIT NO. DATE PAID FEE PAID: 09 RECEIPT (6: TR� C ] Innovative [ 7 TELEPHONE: 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'$ 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: PLATTED: PROPERTY ID. iF: ZONING: I/M OR EQUIVALENT: [ Yam/ Ni]- PROPERTY SIZE: 0.1-3 ACRES WATER SUPPLY: [ ]] PRIVATE FS7 [ Y /Q ] IS SEWER AVAILABLE AS PER 381.0065, PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: BUILDING INFORMATION. Unit Type of No Establishment 1 1 z s 3 4 PUBLIC [�]<=2000GPD [ 1>2000GPD DISTANCE TO SEWER: 421iL_FT [XI RESIDENTIAL [ ]. COMMERCIAL No. of Building Commercial/Lnstitttional System Design Bedrooms Area Sgf't Table 1, Chapter fi4. FAC �a39 [ ] Floor/rq ipment Drains [ ] Other (Specify) SIGNATURE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated64E-6.001, FAC DATE: * ( �� Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1413656 DEPARTMENT OF HEALTH PERMIT # 56-SF-1948530 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1177374 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: RNH Enterprises, Inc CONTRACTOR / AGENT: Scherer Management Co LOT: 6 BLOCK: 51 SUBDIVISION: Indian River Estates ID#: 3402-608-0400-000-3 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: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: site BM orange paint triangle, CL of rd, center of ELEVATION OF PROPOSED SYSTEM SITE 1.00 [FINCHES / FT ] [ ABOVE / BELC BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN EE 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: 85 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 50 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 5 10YR 4/3 Sand 5 To 18 10YR 5/2 Sand 18 To 26 10YR 5/1 Sand 26 To 38 10YR 6/1 Sand 30 To 52 1 OYR 22 Spodic Material 52 To 59 10YR 3/4 Sand 59 To 65 10YR 4/4 Sand 65 To 72 rnu Irma 7 USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 1OYR 42 Sand 0 To 7 1 OYR 4/3 Sand 7 To 16 1 OYR 512 Sand 16 To 25 1 OYR 5/1 Sand 25 To 36 1 OYR 611 Sand 29 To 54 1OYR 22 Spodic Material 54 To 61 1 OYR 4/3 Sand 61 To 72 OBSERVED WATER TABLE: 55.00 INCHES [ ABOVE ESTIMATED WET SEASON WATER TABLE ELEVATION: / BELOW ] 29 INCHES EXISTING GRADE [ ABOVE / TYPE: SELOW ] [ PERCHED / APPARENT ] . EXISTING GRADE HIGH WATER TABLE VEGETATION• [ ,]YES [X]NO MOTTLING• [ ]YES [ ]NO DEPTH: 29.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRA32WIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA WT determined using USDA WSS and soil borings. Stripped Matrix-10YR6M stripping In 10YR5/1 matrix>10% with diffuse boundaries starting at 29" in SB2. 10" above BM. SB2 1" below BM _ SITE EVALUATED BY: Ingram, Brian (Title: 6r(ironmental Spetlalist 11) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous edition. which/may not he used) Incorporated: 64E-6.001, FAC INCHES DATE: 05/17/2019 Page 3 of 4 AP1413655 EID1948630 v 1.0.2 STATE OE FLORIDA PERMIT it _ 5& -Sic.19 4 b3o fp DEPARTMENT OE HEALTH �.�'• ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS [[// �J/j IPPLICANT: AGENT- ,�cA%�e%2 /0*uu, ;OT: BLOCK: SUBDIVISION: /i am, � ,(tA .Es f 5y, l•/ 712oPDRTY. ID .{p Sect[on/Townshiv/Parce1N6. or Tax ID Number :O BE COMPLETED By ENGINE -ER, HEALTH DEPARTMENT EMPLOXEE)OR OTHER QUALIFIED -PERSON. ENGINEERS 1UST PgOVIDE REGISTRATION NO1�ER AND SIGN AND SEAL EACH•. PAGE OF SUBMITTAL. COMPLETE ALL ITEMS- ?ROPERTY SIZE CONFORMS TO SITE PLAN: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: ,.�^. ACRE$ TOTAL ESTIMATED SEWAGE FLOW: j0p IZED $SWAGE FLOW; OBSTGALLONS PER DAY [RL•SIDENCES-TABLE I/0TI-lER-TABLB2 ] M013STGALLONS PER DAY [15000PD/ACRE OR2500GPD/ACRE ] 7NRIICTED AREA AVAILABLE: �SQFT UNOBSTRUCTED ARPA'ZMQUIRED: &0 <0 1 SQFT n 3ENCPIMFFPRONOE POINT LOCATION: '�Q IV �� • r-/6j 3 (4 1qA� I 3LEVATION ION OOF PROPOSED SYSTEM SITE IS iN(:FiRS / FT l f nnnvF /RM nw'I A FIMARTC /Rii Ti'1'RPNf`l'2 DnT m CHE MINIMUM SE TBAC:K WHICH CAN BE MAINTAINED FROM T nnPROPOSED SYSTEM. TO THE FOLLOWING FEA 9 3URFACE WATER:�,FT DITCHES/SWALES: V FT NORMALLY WET? [ I YES X) NO MLLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE:. FT 3UII1)ING FOUNDATIONS: �Q FT PROPERTY LINES: FT POTABLE WATER LIM, S:ZK T 3ITE SUBJECT TO FREQUENT FLOODING: [ ] YES [xj NO 10 YEAR FLOODING? [ ] YES ANO -0 YEAR FLOOD 'ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD ,`).. enux..i0. N,NFORMATION SITE I 4UNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO USDA SOIL SERIES: TO SYu�AJ:/gAI ■wO��C1Ot�7:7ugY7ftK�)4ED_�Y➢ _I MONSELL #/COLOR TEXTURE DEPTH TO TO. TO TO TO TO TO _ TO TO USDA SOIL SERIES: )BSERVED WATER TABLE: INCHES [ABOVE/BELOW r] EXISTING GRADE. TYPE:[ PERCHED /APPARENT ] 'sSTIMATED NET SEASON WATER TABLE ELEVATION; INCHES [.ABOVE/BELOW ] EXISTING GRADE iIGH WATER TABLE VEGETATION: [ ] YES [x] NO MOTTLING: I ] YES [ ] NO DEPTH: INCHES 30II,. TE7C'TURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCANATION: INCHES )RA2NF,IELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) iEM}1RIIC5/ADDITIONAL CRITERIA: 32TE EVALUATED BY; DATE Co )H 4015, 12/11 (Obevletes pzevio us oditions Hhinh may not ba used) InCOFPOf3IOd: 64E-6.001, FAC ( Page 3 Of 4 rroperty uara Page 1 of I S�5F-(IgS^530 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5110 BIRCH Parcel ID: 3402-608-0400- Account #: 37482 Sectrown/Range: DR 000-3 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-UNIT07- BLK 51 LOT 6 (MAP 1082 SW Lighthouse DR 34/02S) (OR 3765-685; 3770-382) 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 Date 07-14-2015 07-01-2015 04-21-2015 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 3770 / 0382 0130 SP RNH Enterprises Inc 3765 / 0685 0205 SP Bluestar Management LLC 3745 / 2577 0205 SP Iota Pink LLC Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Price $100 $16,000 $16,000 Exterior Data Roof Cover: Roof Structure: Building Type: Frame: Grade: Effective Year: 2014 Story Height: No. Units: 0 Secondary Wall: Interior Data A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Moor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: In lc:: •.: Total Areas Ur Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): !`'' !1;:71�.;✓ Land Size (acres): 0.23 Land Size (SF): 10,000 Total Building Count: 1 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 � 2\ � ƒ \:» . / Mg Hop umW cag Ltn %*U m Wo =Be. , 11 2-1 ............... Ll Ll 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 similar soils: 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 Bhf - 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 water storage in profile: 'Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (noninigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 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 (noninigated): 4w Hydrologic Soil Group: AID Forage suitability group: Sandy soils on flats of mesic or hydre lowlands (G156BC141FL) 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: 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