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Home My WebLink AboutAPPROVED Hlth Dprtmt Sptc PrmtSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Massa Family Holdings LLC) PROPERTY ADDRESS: 5349 Steel Blvd Fort Pierce, FL 34946 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 1430-321-0001-000-7 PERMIT #:56-SF-2243699 APPLICATION #: AP1632369 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1546917 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBERI [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 [ 900 1 GALLONS / GPD Sentic new CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY (MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 375 ] GALLONS DOSING TANK CAPACITY [50.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D I 500 1 SQUARE FEET [Drainfietd new SYSTEM R [ I SQUARE FEET SYSTEM A TYPE SYSTEM: I ] STANDARD [ } FILLED [xI MOUND [ ] I CONFIGURATION: I ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Top of U nail/fencing staple in fence post, W of system. I ELEVATION OF PROPOSED SYSTEM SITE [ 12.00 1 [ INI CHES Y FT) [ A$OVS BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 5.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L n 0 T H E R FILL REQUIRED. [ 25.00] INCHES EXCAVATION REQUIRED: [ 53.0t) ] INCHES Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. SPECIFICATIONS BY: Brian S Iwj5a TITLE: Environmental Specialist II: APPROVED BY: TITLE: Environmental Specialist III Brian S gram DATE ISSUED: 04/12/209 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHD 10/12/2022 Page I of 3 v 1. t. G AP 1 G'12369 S.:E:1�,04210 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 HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #:56-SF-2243699 BILL Doc #:56-BID-5187173 CONSTRUCTION APPLICATION #:AP1632369 RECEIVED FROM: Paul Jacauin & Sons Inc. AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 150697 PAYMENT DATE: 02/22/2021 MAIL TO: (Massa Family Holdings LLC) Cky' S-si"5ley@ Ssra-• call,, FACILITY NAME: PROPERTY LOCATION: 5349 Steel Blvd Fort Pieroe, FL 34946 Lot: Block: Property ID: 1430-321-0001-000-7 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: MighamJL AUDIT CONTROL NO. 56-PID-4891026 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 4APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO. Sip q DATE PAID: �I FEE PAID: .� RECEIPT #: [✓] New System ( ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair ( ] Abandonment [ ] Temporary [ ] APPLICANT: Massa Family Holdings LLC AGENT: Paul Jacquin & Sons, Inc. TELEPHONE: 772465-2475 MAILING ADDRESS: 7348 Commercial Circle, Fort Picrce, FL 34951 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: SUBDIVISION: PLATTED: PROPERTY ID # : 1430-321-0001-000-7 ZONING: Industrial I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 3.51 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC ✓ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5349 STEEL BLVD DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ ] RESIDENTIAL [se] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 Manufacturing Facility 39,500 2 3 4 [ ✓ ] Floc SIGNATURE: [ ] Other (Specify) DR 4015, 08/091WObsoletes previous editions which may not be used) Incorporated 644E-6.001, FAC DATE: 2- �� f Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1632369 DEPARTMENT OF HEALTH PERMIT # 56-SF-2243699 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCLWNT # SE1504310 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Massa Family Holdings LLC CONTRACTOR / AGENT: Paul Jacquin & Sons Inc. LOT: BLOCK: SUBDIVISION: ID# : 1430-321-0001-000-7 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: 3.51 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 8775.02 GALLONS PER DAY ( 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1900.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Top of U naiUfencing staple in fence post, W of system. ELEVATION OF PROPOSED SYSTEM SITE 12.00 [ INCH83 / ET ] [ ABOVE / BELOW ] BENCHMAWREFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 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: rj FT POTABLE WATER LINES: 100 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? ( ]YES [XJNO) 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD GATT. ARAWTT.A TWM0MS1rTAM CT7R-. 7 GATT. DRAFTT.F. TNFARMLTTAN ATgW- 2 USDA SOIL SERIES: Munsell #!Color Texture Depth 10YR 5/1 Fine Sand 0 To 9 10YR 5/2 Fine Sand 9 To 14 10YR 6/2 Fine Sand 14 To 30 10YR 7/1 Fine Sand 17 To 30 10YR 4/1 Fine Sand 30 To 33 1OYR 2/1 Spodic Material 33 To 42 10YR 4/4 Fine Sand 42 To 48 10YR 514 Sandy Clay Loam 48 To 53 10YR 513 Fine Sand 53 To 60 5Y 6/3 Fine Sand 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Fine Sand 0 To 5 10YR 5/2 Fine Sand 5 To 14 1OYR 6/2 Fine Sand 14 To 34 10YR 7/1 Fine Sand 18 To 34 10YR 2/2 Spodic Matedal 34 To 50 10YR 5/3 Fine Sand 50 To 63 10YR 5/2 Loamy Sand 63 To 72 OBSERVED WATER TABLE: 60.00 INCHES [ ABOVE / SELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 17 INCHES [ ABOVE / BELOW ] HIGH WATER TABLE VEGETATION: [ ]YES [XJNO MOTTLING: [XIYES [ ]NO [ PERCHED / APPARENT ] EXISTING GRADE DEPTH: 17.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) I- REMARKS/ADDITIONAL CRITERIA WSWT determined suing USDA WSS and soil brings. 10YR711 stripping In 10YR612 matrix >10% with diffuse boundaries starting at 17" In SB7. SB1 and SB212" below BM. - // SITE EVALUATED BY: 53 INCHES DATE: 04105/2021 Ingram, B n (Title: Environmental Specialist 111) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 10bsoletes previous editio s which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1632369 EID2243699 v 1.0.2 Ingram, Brian J From: Valerie Davis <Valerie.Davis@PJSI.com> Sent: Monday, February 22, 2021 12:59 PM To: DL CHD56 SLCDOH - OSTDS Subject: 5349 Steel Blvd. Here is the number of employees for the above mentioned project. Danny is planning to have 20 employees in the facility and based on 64E-6.008 Table ! for a factory with no showers the flow is 15 gpd/employee/8 hr shift If anything else is needed please let me know. Thank you, Valerie Davis Project Coordinator Paul Jacquin & Sons, Inc. Valerie.Davis@PJSI.com Office: (772) 465-2475 WEBSITE I FACEBOOK I INSTAGRAM I YOUTUBE Property Card Page 1 of I Michelle Franklin, CFA — Saint Lucie County Property Appraiser —AII rights reserved. Property Identification Site Address: 5349 STEEL Parcel ID: 1430-321-0001. Account ft: 160087 SeNFown/Range: BLVD 000-7 30/34SI40E Map ID: 14130S Zoning: Industrial Use Type: 4000 Jurisdiction: Saint Lucie County Ownership Legal Description Messy Family Holdings LLC 30 34 40 FROM NE CDR OF SW 1/4 RUN S ALG 1/4 SEC LI 222 SW 2 tat TER 445 FT,TH S 89 47 08 W 1733.52 FT TO POB,TH CONT Fort Lauderdale, FL 33312 SWLY 610.04 FT,TH S 00 04 38 W 250 FT,TH N 89 52 43 E 610a4,TH N 00 04 38 E 250 FT TO POB (3.51 AC) (OR 3766- 2901; 3791-1502) Current Values Historical Values 3-year Just/Market: $152,900 Assessed: $152,900 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $152,900 2020 $152,900 $152.900 $0 S152,900 2019 $152,900 S152,900 $0 $152,900 2018 $152,900 $152,900 $0 $152,900 Sale History Date Book/Page Sale Code Deed Gmnmr Price 09-14-2015 3791 / 1502 0311 WD Cushman Fruit Company Inc So 07-10-2015 3766/2901 0205 WD Cushman Fruit Company Inc $790,000 06.16-2005 2279/2425 XX01 WD Cushman Michael D $112,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units:0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths:0 Heated %:N/A% Heat Type: Avg Hgl/Flwr..0 Half Baths:0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas � Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): - Land Size (acres): 3.51 Land Size (SF): 152,896 Total Building Count: 1 Special Features and Yard Items Type Qry Units Year Bit Ali information is believed to be correct at this time, but is subject to change and is provided without arty warranty. C Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. hups://w .paslc.org/RECard/ 2/22/2021 R YSSW YP Y$'W 71 c N O 0 0 O, a, A N N O a c B m V II6W 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 Big - 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 classifcation: Sandy soils on flats of mesic or hydric lowlands (GI 56BC141 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 loam 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 (about 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 (G156BC141FL) 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 (GI56BC241 FL) Hyddc 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 (G156BC141FL) 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 (G156BC141FL) 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 (G156BC141FL) 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 51 Waveland-Lawnwood complex, depressional Map Unit Setting National map unit symbol: 1 jpwf 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 classlttcation: Not prime farmland 12 Custom Soil Resource Report 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 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 Bhl - 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches. sand Cgl - 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: 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 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): 7w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Other vegetative classification: 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 13 Custom Soil Resource Report Typical profile A - 0 to 3 inches: sand E - 3 to 28 inches. sand Bh I - 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 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 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 0.7 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) Other vegetative classification: 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 Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No 14