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Home My WebLink AboutOSTDS NEWSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS NeW APPLICANT: (Port St. Lucie Properties) PERMIT a:56-SF-2429926 APPLICATION a:AP1771098 DATE PAID: FEE PAID: RECEIPT #: nocUMENT ]t: PR1736312 PROPERTY ADDRESS: 5604 HICKOry Dr Fort Pierce, FL 34982 LOT: 19 BLOCK: 58 SUBDIVISION: Indian River Estates PROPERTY ID N: 3402-609-0238-000-9 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381,00650 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 SepflC neW CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ j GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS NPumpS [ D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ J STANDARD [ ] FILLED (X] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ j N F LOCATION OF BENCHMARK: Site BM, Orange paint "X", CL of Rd, center of prop 2 ELEVATION OF PROPOSED SYS CEM SITE [ 3.00 ][ PT ][ABOVE BELOW ]BENCHMARK/REFERENCE POINT INCHES E BOTTOM OF DRAINFIELD TO BE [ 9.00 j[ INCHES FT ][ABOVE BELOW ]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [24.001 INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of D 400 gpd. T H E R SPECIFICATIONS BY: Brian J Ix]gram TITLE: Environmental Specialist III APPROVED HY: i aa). - TITLE: Environmental Specialist III St. Lucie CHD Brian ngram� DATE ISSUED: Brian ' 2 EXPIRATION DATE: 08/14/2023 DH 4016, 06/09 (obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1171098 SE1652772 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 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000. The Agency Clerk's email is agency.clerk@FloridaDEP.gov. 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 Environmental Protection 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 g aT 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEAL PAYING ON: n: 56-SF-2429926 BILL DOC M:56-BID-5739780 CONSTRUCTION APPLICATION M: AP1771098 RECEIVED FROM: Alexander J Piazza AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 7087 PAYMENT DATE: 12/17/2021 MAIL TO: (Port St. Lucie Properties) FACILITY NAME PROPERTY LOCATION: 5604 Hickory Dr Fort Pierce, FL 34982 19 Lot: 58 Block: PropertylD: 3402-609-0238-000-9 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection QUANTITY FEE 1 $ 45,00 1 $ 100,00 1 $ 100,00 1 $ 115,00 1 $ 55.00 1 $ 75.00 1 $ 50,00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5411482 STATE OF FLORIDA DEPARTMENT OF HEALTH tp ONSITE SEWAGE TREATMENT AND DISPOSAL fj SYSTEM yam"= APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: Port St. Lucie Properties. Inc. PERMIT NO. SF �-"1 ��1�ZLP DATE PAID: FEE PAID: -=�'AL RECEIPT #: Ci1G.%ijj7 [ ] Innovative [ 7 AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE : 772-340-7770 MAILING ADDRESS: 619 SW Bilhnore Steeet, Port St. Lucie, Florida 34983 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: 19 BLOCK: 58 SUBDIVISION: Indian River Estates Unit 8 PLATTED: 1957 3gUz.v&v-rl PROPERTY ID #: 3402-609-0237-080-2' ZONING: R I/M OR//EQUIVALENT: [ No ] PROPERTY SIZE: 0.23 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [44=2000GPD [ ]>2000GPD IS SEWER AVAILABLE A5 PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5604 Hickory Drive, Fort Pierce, FL 34982 DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION Unit Type of No Establishment 1 RESIDENCE E 3 0 RESIDENTIAL COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 4 1,799 [ ] Floor/Equipment Drains [,/] other (Specify) GARBAGE GRINDERS/DISPOSALS DN Alexander J Piazza SIGNATURE, ; w i i-o9-zt DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1771098 DEPARTMENT OF HEALTH PERMIT # 56-SF-2429926 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1652772 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Port St. Lucie Properties CONTRACTOR / AGENT: Alexander Piazza LOT: 19 BLOCK: 58 sDBDlvxsxoN: Indian River Estates ID#: 3402-609-0238-000-9 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: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 j AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750,00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, Orange paint "%", CL of Rd, center of prop ELEVATION OF PROPOSED SYSTEM SITE 3.00 ( 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: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: 67.5 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: FT POTABLE WATER LINES: 27 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NOj 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 AnTT. PRnFTT.F. TVMORMATTnN q7rTE 9 USDA SOIL SERIES: Munsell #/Color Texture Depth i OYR 4/1 Sand 0 To 6 10YR 5/1 Sand 6 To 37 10YR 6/1 Sand 18 To 37 10YR 2/1 Spodic Material 37 To 49 10YR 5/2 Fine Sand 49 To 57 10YR 5/1 Loamy Fine Sand 57 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Loamy Sand 0 To 5 10YR 5/2 Sand 5 To 32 10YR 611 Sand 20 To 38 10YR 2/2 Spodic Material 38 To 45 tOYR 3/1 Spodic Material 45 To 50 7.5YR 413 Fine Sand 50 To 56 2.5Y 512 Fine Sand 56 To 61 2.5Y 511 Loamy Fine Sand 61 To 72 OBSERVED WATER TABLE: 59.00 INCHES [ABOVE / HELOW ] EXISTING GRADE TYPE: ( PERCHED /) APPARENT I] ESTIMATED WET SEASON WATER TABLE ELEVATION: 1$ INCHES [ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X ]YES [ ]NO MOTTLING: [X ]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Loamy Sand 0 To 5 10YR 5/2 Sand 5 To 32 10YR 611 Sand 20 To 38 10YR 2/2 Spodic Material 38 To 45 tOYR 3/1 Spodic Material 45 To 50 7.5YR 413 Fine Sand 50 To 56 2.5Y 512 Fine Sand 56 To 61 2.5Y 511 Loamy Fine Sand 61 To 72 OBSERVED WATER TABLE: 59.00 INCHES [ABOVE / HELOW ] EXISTING GRADE TYPE: ( PERCHED /) APPARENT I] ESTIMATED WET SEASON WATER TABLE ELEVATION: 1$ INCHES [ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X ]YES [ ]NO MOTTLING: [X ]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE OBSERVED WATER TABLE: 59.00 INCHES [ABOVE / HELOW ] EXISTING GRADE TYPE: ( PERCHED /) APPARENT I] ESTIMATED WET SEASON WATER TABLE ELEVATION: 1$ INCHES [ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X ]YES [ ]NO MOTTLING: [X ]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/O.SO DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) ' REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings, t0YR611 stripping in 10YR511 matrix>10% with diffuse boundaries starting at 18" in SBI, SB1 3" above BM. SB2 4" above BM, SITE EVALUATED BY: Ingram, Brian (Title: Environmental Specialist 111) (ENVIRONMENTAL HEALTH) Da 4015, 0E/09 (Obsoletca previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE : 02/11/2022 Page 3 of 4 AP1771098 EID2429926 DATE : 02/11/2022 Page 3 of 4 AP1771098 EID2429926 APPLICANT'S NAME: Port St. Lucie Properties, Inc. LEGAL DESCRIPTION: Lot 19, Block 58, Indian Riyer Estates Unit 8 (PB 10, PG 73) PROPOSED SEPYX SYSTEEMS I'llTEINFORItIA77ON1. I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the. proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. Alexander) Piazza ��k�a>p;'1J9OsE�a»& CERTIFIED BY: FLORIDA PROFESSIONAL NO.: 6330 DATE: 11/09/21 JOBNO.: 21-8269 does/ forms/septics/SepticApppPage:07 Page 4 of 4 1 JeNi'� O N tD lJN 4tl4,lc..tr. .0 �. u:5_,... FO CD :0 11 rl +u is 41 IIl 0 :OA:•nP�l+ a :x .I ja .we ui.w.,,:f a r 0to N A to N EI t4,II:. :U Custom Soil Resource Report St. Lucie County, Florida 2I—Lawnwood and Myakka sands Map Unit Setting National map unit symbol: 1jpvg Elevation: 0 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: 41 percent Myakka and similar soils: 39 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 inches: sand E - 8 to 28 inches: sand Bh 1 - 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 onstein 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 supply, 0 to 60 inches: Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonlrnIgated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tait 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 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 Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water supply, 0 to 60 inches: 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 (G156BC141FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components 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 Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131FL) Hydric soil rating., No Ankona Percent of map unit: 7 percent 11 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Taff 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 Waveland Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Taff 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 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: 1jpwd Elevation: 0 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: 45 percent Immokalee and similar soils: 43 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Waveland Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Taif 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 Cgl - 53 to 66 inches: sand 12 Custom Soil Resource Report 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: 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 supply, 0 to 60 inches: Very low (about 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (non/rnIgated): 4w Hydrologic Soil Group: C/D 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 (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 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 Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water supply, 0 to 60 inches: Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified 13 Custom Soil Resource Report Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D 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 (G156BC141FL) Hydric soil rating: No Minor Components Salerno Percent of map unit: 3 percent Landform: Faatwoods 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 Jonathan Percent of map unit: 3 percent Landform: Ridges on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121FL) Hydric soil rating: No Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Taff Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Electra Percent of map unit: 3 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131FL) Hydric soil rating: No 14