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H00=1 3 ANVB HO d01 801 1333 32jvnoS H'S ,kVM 30 ADN M/8 NO,l3AHns aNVI IVNOISS3JO8d 'S'I'd MOOD SON003N IVIOIHHO O.N.0 N38vgnN 'ON and NONI dI aNnoi aNH NOILVA3I3 NOOIH a3HSINl3 33.E NOIIVA3I3 I3 3NIld31N30 10 SNOLVIA32188V R;unoO apm 'as ivawvedaa 6.u!jj!wl®d 010119 030 01VOS Ol ION) a3AI3J321 ddW NOLVD01 . ,r—'. 00 I.Ld w W I�a-a Of moo 15' O FND. 5/8 IR & CAP "LB 959"�ii L N8957'23"E SAEGER AVE 470.28 UNPLATTED LANDS SECTION 16, TOWNSHIP S., FIELD LOCATED RANGE 40 E. 100 EXISTING POINT WITH 60'x100' ELEVATION BUILDING (TYPICAL) FFE=11.08' PROPOSED TEMPORARY 2 STORY BENCHMARK +� -H� RESIDENCE+ N.W. CORNER OF EXISTING WELL FFE=11.00' CONCRETE TRANSFORMER PAD \ + ELEVATION=9.65' o . �� 26 // 11 o Zn , t; �0 75 0 I POND UNPLATTED LANDS lb I �o �. ,� N�� 6� E. LINE OF�� THE N. E. 1/4 OF SECTION 16 PROPERTY - CORNER NOT FOUND 1V PROPOSED ±43' \SANITARY LINE° �l 1 FND. 5/8" IR (NO ID) 'b +� 0.10' E. +� S89'55'06"W 291.76' FND. 5/8" IR CAP "PSM 791" 0.12' N. I 10' f� N �I 0 I 0 (A c,J I I �I 130.69', 100.77'I 91.3 ' -5.7' - - N 48 N o 82.514' --- 0 S89.55'06"W 0 180.00' w o Uj o UNPLATTED Cn LANDS m FND. 5/8" IR & CAP "LB 959" 0.21' S. N v� (REFERENCE BEARING --I V_N89'57'7.VFF_ -PROPOSED ±375' WATER LINE o N 30' ACCESS, z EGRESS, \ DRAINAGE, - IRRIGATION & UTILITY EASEMENT O.R.B. 2225, PAGE 766 PROPOSED 20'x57' UNOBSTRUCTED AREA (1140 S.F.) PROPOSED 12'x48' DRAINFIELD (576 S.F.) FND. 5/8" IR (NO ID) 0.09' N., 0.21' E. S. LINE OF THE N. 1/2 OF THE N. 1 /2 OF THE N.E. 1/4 OF SECTION 16 N. LINE OF SECTION 16 7 50 0 50 100 lllllw� SCALE: 1" = 100' FDOH in St. Lucie County Environmental Health Site Plan Approved for Cc-'struction Supersedes All Previous Site Plans for OSTDS #'SG-SF-Zl3s3sa & Well # Date: 4/L iO47 /2 Reviewer: ` n ~' z o �+ a 5 52 C a mZ C4W z z NW g a � o �^m zGo W zzW� a W � a U W UJ 3 Pq co n DATE REVISIONS DATE 07/30/2020 SCALE 1 '"=100' FIELD BK. fP 19 DRAWN BY 9..9.. CHECKED BY E.AL. W w_p_ QfW a- of =)M H� (�� OLL. W� LL- V� p:2 LLJ Z �— ao �LLJ L d U� ¢� (n BIZ ~ U o I=- W_ (n SHEET NO. 2 OF 2 SHEETS PROJECT NO. 20-45 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Wayne Larsen PROPERTY ADDRESS: 1101 Saeger Ave Fort Pierce, FL 34982 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 3416-113-0000-0000-3 PERMIT #.66-SF-2139360 APPLICATION #: AP1552797 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1396273 [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 [ 1,350 ] 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 [ 725 ] 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: 16d nail in top Of S gate post, E side of property I ELEVATION OF PROPOSED SYSTEM SITE [ 33.001[ INCHES FT ][ABOVE SELOW BENCHMARK/REFERENCE POINT Iff E BOTTOM OF DRAINFIELD TO BE [ 40.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [ 9.001 INCHES EXCAVATION REQUIRED: [ JZ.UU J =N[:axa The system is sized for 3 bedrooms with'a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 580 gpd. Drainfield elevation raised 2" to achieve 54" of suitable soil below bottom of drainfield required by rule 64E-6.008(5)3. SPECIFICATIONS BY: _ Brian J IngWam TITLE: Environmental Specialist II APPROVED BY:. TITLE: Environmental Specialist II St. Lucie CHD Brian J 33kram DATE ISSUED: 091021202W EXPIRATION DATE: 03/02/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1552797 SE1354829 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 proceedingsare 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: #: 56-SF-2139350 BILL DOG #:56-BID-4911841 CONSTRUCTION APPLICATION #: AP1662797 RECEIVED FROM: Wavne Larsen AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 1590 PAYMENT DATE: 08/19/2020 MAIL TO: Wayne Larsen 5 � 213113 Sb ,.A I he ra4h ho uk, FACILITY NAME: via oil -- Am-awy ��- PROPERTY LOCATION: 'OVIAraf 1101 Saeger Ave Fort Pierce, FL 34982 Lot: Block: Property ID: 3416-113-0000-0000-3 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: VanceMH AUDIT CONTROL NO. 56-PID-4571296 jr St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56-SF-2139350 BILL Doc #:56-BID-5131260 CONSTRUCTION APPLICATION #:AP1552797 RECEIVED FROM: Wayne Larsen AMOUNT PAID: $ 25.00 PAYMENT FORM: CREDIT CARD 001159 PAYMENT DATE: 12/21/2020 MAIL TO: Wayne Larsen FACILITY NAME: PROPERTY LOCATION: 1101 Saeger Ave Fort Pierce, FL 34982 Lot: Block: Property ID: 3416-113-0000-0000-3 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - OSTDS Revision 1 $ 25.00. New a & 4e (.4- /V,) A (ffi,jvp- 41 tA 7 An 4'v��j 4)6ul 141!:T RECEIVEBY: AdamsC AUDIT CONTROL NO. 56-PID-4833714 STATE OF FLORIDA, DEPARTMENT OF - 9BALTH ?a ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR. PERMIT NO. S6-Sf'.Zi3 350 DATE PAID: 40141U7,0 FEE PAID: liv RECEIPT #: [ytI New System [ ] Existing System [ j Holding Tank [ ] Innovative [ 3 Repair [ ] Abandonment [ 3 Temporary [ ] APPLICANT: «.uN,� �xp Nf, Q . AGENT: � � Ot,��j�Q.�` �N�OI �L1lc� TELEPHONE" :77Z~2A' 167 MAILING ADDRESS a _�j 1 S ,- \� 1� 7 �U1 l �_ UG1e �R _ �'1Ci$Z, na aaaaa00aCaa0 ecc�5aq oc=aa vac=a��C=cam-"' �= CC CC�Cao a.=�v�aCa�aa-J�aao�� ::ov��cC�c=aCa�Caaaa TO BE COMPLETED BY APPLICANT. OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS, MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.3:05(3)(m),OR 4'89.552, 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 7GRANDFATHER PROVISIONS. PROPERTY INFORMATION WC+ LOT: BLOCX: SUBDIVISION: PLATTED: PROPERTY ID #: 3y16`lI3`�Do-CnO'3 ZONING: �� I/M OR EQUIVALENT: [ YIN ] PROPERTY SIZE: -VtO ACRES WATER SUPPLY: [ 3 PRIVATE PUBLIC [X<=2.000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065,• FS? [ Y N©] DISTANCE TO SEWER: FT �. PROPERTY ADDRESS: 14, DIRECTIONS TO PROPERTY: BUILDING INFORMATION [-RESIDENTIAL [ j COMMERCIAL Unit Type of 'No. of Building Commercial/Institutional Sjrstem Design No 'Establishment 'Bedrooms Area Sgft Table 1, Chapter 64E-6, -FAC 1 �►�cLe, 's • L N 2• 3 4 [ ] Floor/Equipment SIGNATURE: [ 3 Other (Specify) DH 4015, 06109 (Obsoletes previous- editions which may not be used) Incorporated 64E-6.001, FAC PATE,:. (/i_I -'�C/ Page 1 of 4 I i STATE OF FLORIDA APPLICATION # AP1562797 DEPARTMENT OF HEALTH PERMIT # 56-SF-2139350 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1354829 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Wayne Larsen CONTRACTOR / AGENT: Wayne Larsen LOT: BLOCK: SUBDIVISION: ID#: 3416-113-0000-0000-3 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: 6.56 ACRES TOTAL ESTIMATED SEWAGE FLOW: 580 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 9840.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 5()0().00 SQFT UNOBSTRUCTED AREA REQUIRED: 1450.00 SOFT BENCHMARK/REFERENCE POINT LOCATION: 16d nail in top Of S gate post, E side of prc ELEVATION OF PROPOSED SYSTEM SITE 33.00 [ FINCHES / FT ] [ ABOVE / 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: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 80 FT POTABLE WATER LINES: 80 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 snit PROPTYM INFORMATION SSTE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/3 Fill - Loamy Sand 0 To 14 10YR 4/4 Fill - Sandy Clay Loam 14 To 26 10YR 4/2 Loamy Fine Sand 26 To 32 10YR 4/1 Sand 32 To 39 10YR 5/1 Fine Sand 36 To 61 10YR 2/2 Spodic Material 61 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/3 Fill - Sandy Clay Loam 0 To 15 10YR 4/4 Fill - Sandy Clay Loam 15 To 28 10YR 4/2 Fill - Loamy Fine Sand 26 To 30 10YR 4/1 Fine Sand 30 To 41 10YR 5/1 Fine Sand 33 To 60 10YR 3/3 Fine Sand 60 To 72 OBSERVED WATER TABLE: 70.00 INCHES [ ABOVE / BELOW]] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 33 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [XIYES [ ]NO DEPTH: 33.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: 32 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA ISWT determined using USDA WSS and soil borings. 3YR6/1 stripping in 10YR4/1 matrix >10% with diffuse boundaries starting at 33" in SB2. B1 34" below RP. SB2 33" below RP. /l SITE EVALUATED BY: Ingram, Bria Itle: Environmental Specialist II) (ENVIRONMENTAL HEALTH) DR 4025, 08/09 (Obsoletes previous editions 3ch may not be ueed) Incorporated: 64E-6.001, FAC AP1552797 E1132139350 DATE: 08/31 /2020 Page 3 of 4 v 1.0.2 Property Card Page 1 of 1 54-SF- 213yF30 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 1101 Parcel ID: 3416-113-0000- Account #: 173025 Sec/Town/Range: SAEGER AVE Map ID: 34/16N 000-3 16/36S/40E Zoning: AR -I Count Use Type: 6000 Jurisdiction: Saint Lucie County ownership Legal Description Wayne Larsen 16 36 40 E 1/2 OF N 112 OF N 1/2 OF NE 1/4 OF SEC- LESS Beverley Larsen N 15 FT FOR RD R/W AND LESS E 843 FT AND LESS S 130 FT OF E 180 FT OF W 476.18 FT- (2225-774, 776) 2061 SE Harlow St Port St Lucie, FL 34952 Current Values Historical Values 3-year Just/Market: $313,669 Assessed: $195,567 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $195,567 2020 $313,669 $195,567 $0 $0 $195,567 $195,567 2019 2018 $313,669 $312,869 $195,567 $194,767 $0 $194,767 Sale History Date Book/Page Sale Code Deed Grantor Price 04-15-2005 2225 / 0774 XX00 TR Taylor Lloyd $525,000 Primary Building Information Finished Area of this building: 6,000 SF Gross Sketched Area: 6,000 SF Exterior Data View: Roof Cover: Sheet Metal Roof Structure: Steel Rigid Building Type: INDW Year Built: 2010 Frame: Grade: Y_D Effective Year: 2010 Primary Wall: Corr Metal Story Height: 1 Story No. Units: 1 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 100% Electric: MAXIMUM Primary Int Wall: Full Baths: 2 Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: ELEC Primary Floors: Tile -Ceramic r b Total Areas Finished/Under Air 6,000 Gross Sketched Area 6,000 u #, (SF): Land Size (acres): 6.56 Land Size (SF): 285,754 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit VINYLFENCE6' 1 340 2010 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. ® Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. hqs://www.paslc.org/RECard/ 9/2/2020 Lij 5B AM- R wo JO � •� m E r aF # i ME SAW }E 4<: } d• yip ,��.�H # k;l;t�� 1F�S h^`^1 i ass .`t ¢�iw i�e.i� "'t -_•} a t . aax� / sae r g' p mw Thshm. to VIA it? r,t..y°Mp"m R� 1 efk4- �artt�.t 1 �S.y { � a k♦ti F 'k} y Y rn .. � foy f 4 �• p�P. a ' Custom Soil Resource Report St. Lucie County, Florida 25—Nettles and Oldsmar sands Map Unit Setting National map unit symbol: 1 jpvl Elevation: 0 to 30 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 Nettles and similar soils: 41 percent Oldsmar and similar soils: 39 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nettles Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 33 inches: sand BhI - 33 to 39 inches. sand Bh2 - 39 to 55 inches: sand Btg - 55 to 80 inches. fine sandy loam 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 1.6 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) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Description of Oldsmar Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 32 inches: sand Bh - 32 to 42 inches: sand Btg - 42 to 80 inches: fine sandy ioam 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 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. Low (abodt 4.9 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 (G156BC141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Pineda Percent of map unit. 4 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G1 56BC241 FL) Hydric soil rating. Yes Pepper Percent of map unit. 4 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 (G156BC141 FL) Hydric soil rating: No Ankona Percent of map unit: 4 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 Wabasso Percent of map unit: 4 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 Oldsmar Percent of map unit: 4 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Other vegetative classification: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating. Yes 48—Wabasso sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2svyr Elevation: 0 to 70 feet Mean annual precipitation: 46 to 55 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 355 to 365 days Farmland classification: Farmland of unique importance 12 Custom Soil Resource Report Map Unit Composition Wabasso and similar soils. 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wabasso Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 25 inches: sand Bh - 25 to 30 inches: sand Big - 30 to 58 inches: sandy clay loam Cg - 58 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 9 to 50 inches to strongly contrasting textural stratification Drainage class: Poorly drained Runoff class: Very 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 Calcium carbonate, maximum content 5 percent 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 1.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (noninigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) 'Hydric soil rating. No Minor Components Hallandale Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear 13 Custom Soil Resource Report Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes Boca Percent of map unit: 5 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear, convex Across -slope shape: Linear, concave Ecological site: R155XY003FL - South Florida Flatwoods Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Hydric soil rating: Yes Pineda Percent of map unit: 4 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave Other vegetative classification: Slough (RI 55XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Hydric soil rating: Yes 14