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D O H PAPERWORK (2)
STATE OF FLORIDA DEPARTMENT OF H�j ONSITE SEWAGE Tf SYSTEM FILE CO #:AP11 01603 10 CAT N DATE PAID: APR U 5 '919 FEE PAID: RECEIPT #' DOCUMENT #: PR1209697 ST. Lucie county, Permlttlnf! SCANNED CONSTRUCTION PERMIT FOR: OSTDS New BY APPLICANT: James & Kendra McCorkle St. Lucie County PROPERTY ADDRESS: TBD Header Canal Rd Fort Pierce, FL 34945 LOT: 5 BLOCK: SUBDIVISION: PROPERTY ID #: 2214-501-0005-000-6 [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 T [ 1,050 ] GALLONS / GPD Septic new CAPACITY A I ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY , I ]GALLONS @[ ]DOSES PER 24 HRS #Pumps D [ 500 ] SQUARE FEET _ Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Site BM set IRC near NE property Comer (RP I ELEVATION OF PROPOSED SYSTEM SITE [ 31.001 E BOTTOM OF DRAINFIELD TO BE ( 20.001 L HE O T H E R 16d nail in FT ] [ ABOVE BELOW FT ][ABOVE BELOW ( 40.uuf 4yu-nzJ bAuayA'11VN "Qu1BGu: r Do.UV J lyu: J system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 9pd• POINT POINT SPECIFICATIONS BY: Brian J Ingr TIC: Environmental Specialist II APPROVED BY: - - Environmental Specialist II St. Lucie CHO arian J Ingra DATE ISSUED: 03/2912019 V EXPIRATION DATE: 09/29/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 A 1401603 SE1159359 5y,� '•� 3 t rt s i i ,r x .+'ks a 1 ;..w, d ,.. • .. '. � u"� �,,3 I I f" t a " itEBr. ,`+ < , , pp !]pry l t r i I, t JI , r tta it [Oil it iO It t� *r +�lJ. �� t(� rl ��55w- �r �r ,t k { � t , ° I •. ,1 G; i4Y 1 r fr I A s :r li L. r} J• A �s, ,�• 1 �� 1 I%lj It t 4v� t) ry. AIyI �� I r y r t f• �r ��r . + l i} I i " Y/ell ! Y �.� ' t r " '• rr 'i a �,Y IrY, � � ' !i .a�• I '} �: � I � 1 .. 8 ' 2 ''� I. a�" a il lit 1 ti ',,r t� r 1 +v ti 5 r tq,. Sil I�., i4 a. ' It STATE OF FLORIDA y DEPARTMENT OF HEALTH i ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO.50 DATE PAID: w , C( FEE PAID: 5 RECEIPT #: [V/] New System [ ] Existing System [ ] HoldingTank [ ] Repair [ ] Abandonment ( l Innovative [ ] Temporary [ ] APPLICANT: JAMES & KENDRA MCCORKLE AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE • 772-340-7770 MAILING ADDRESS: 619 SW Biltmore Street, 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: 5 BLOCK: PROPERTY ID #: - SUBDIVISION: Mellen Groves 2214-501-0005-000-6 ZONING: R PLATTED: 2016 I/M OR EQUIVALENT: [. No ] PROPERTY SIZE: 7.259 ACRES WATER SUPPLY: I,(] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: S. HEADER CANAL ROAD, Fort Pierce, FL DIRECTIONS TO PROPERTY: SEE BUILDING INFORMATION [v/] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC 1 RESIDENCE 4 3,115 2 3 4 [ ] Floor/Equipment Drains [ /] other (Specify) GARBAGE GRINDERS/DISPOSALS SIGNATURAlexander J Piazza Arv:a-Us. M:m((Inud w-nouaem000w�f55cvbryX�D�veL on.V vm.b 5 SIGNATURE. "'m Ate A19A1]015:<1�595'b DATE; 1-30-19 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC I Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1401603 DEPARTMENT OF HEALTH' PERMIT # 56-SF-1930010 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1159359 APPLICANT: James & Kendra McCorkle CONTRACTOR / AGENT: Alexander J. Piazza PSM, Inc - LOT: 5 BLOCK: SUBDIVISION: ' ID#: 2214-501-0005-000-6 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTRER 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: 7.26 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 10890.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCMRa=/REFERENCE POINT LOCATION: Site BM si ELEVATION OF PROPOSED SYSTEM SITE 31.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHt4ARR/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 200 FT DITCHES/SWALES: 200 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: FT BUILDING FOUNDATIONS: $ FT PROPERTY LINES: 65 FT POTABLE WATER LINES: 75 FT SITE ,SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROPTT.E TNF DI MTnwT oTnm I 1 ]YES [X]NO 10 YEAR FLOODING? [ ]YES 1X]N0) FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/2 Organic & Mineral 0 To 3 10YR 512 Sand 3 To 16 10YR 518 CMN/PRM RF 13 To 25 10YR 612 Loamy Sand 16 To 25 N 6/ Sandy Clay Loam 25 To 54 N 6/ Loamy Sand 54 To 60 5G 6/1 Loamy Sand 60 To 72 RDTT. DROFTT.E TNFnPNCBA TA. RITE I USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth IOYR 3/2 Organic & Mineral 0 To 4 1 OYR 5/2 Sand 4 To 15 10YR 6/2 Sand 15 To 27 10YR 5/8 CMN/PRM RF 16 To 27 1 OYR 5/2 Loamy Sand 27 To 34 10YR 5/2 Sandy Clay Loam 34 To 55 N 6/ Loamy Sand 55 To 64 5G 6/1 Sandy Clay Loam 64 To 72 OBSERVED WATER TABLE: 41.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 13 INCHES I ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 13.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 55 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA VT determined using USDA WSS and soil borings. 1616 CMN PROM RFs mottling In IOYR512 and 10YR612 matrix >2% starting at 13" In SB1. 31" below BM. SB2 32" below_HM. RP 16d nail in fen;dFost added S of system. SITE EVALUATED BY: ��✓Y4w„`7 L"t Ingram, Brian (Title: DH 4015, 08109 (Obsolete. previous editions hioh ronmemal SP.C1a115t 11) [ENVIRONMENTAL HEALTH) not be used) Incorporated: 642-6.001, FAC DATE: 03/13/2019 Page 3 of 4 AP1401603 EID1930010 v 1.0.2 STATE OF FLORIDA ` DEPARTMENT OF HEALTH ONSITE 'SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT #. Jge-Stc-1`l3caIC APPLICANT: JAMES & KENDRA MCCORKLE 'AGENT: Alexander J. Piazza PSM, Inc. LOT: 5 BLOCK: Mellen Groves PROPERTY ID #: 2214-501-0005-000-6 [Tax ID Number 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: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 7.259 ACRES TOTAL ESTIMATED SEWAGE FLOW 666 GALLONS PER DAY [RESIDENCES -TABLE I/OTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000 SQFT UNOBSTRUCTED AREA REQUIRED: 1000 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS 34 [ INCHES /FC ] [ABOVE/BELOW] BENCHMARK/REFERENCE 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 [✓] NO WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON —POTABLE: 100 FT BUILDING FOUNDATIONS:S FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [✓] NO 10 YEAR FLOODING? [ ] YES [✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE:40+ INCHES [BELOW ESTIMATED WET SEASON WATER TABLE ELEVATION: SIGH WATER TABLE VEGETATION: [ ] YES [ ] N_O V149!]I1U" "'1'Z C TEXTURE DEPTH TO TO TO TO TO TO TO TO USDA SOIL SERIES: r] EXISTING GRADE. TYPE:[ PERCHED/ APPARENT ] _ INCHES [.ABOVE/BELOW ] EXISTING GRADE MOTTLING: [ ] YES [ ] NO DEPTH: INCHES 301L TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: )RAINFIELD CONFIGURATION: [✓] TRENCH [ ] BED [ ] OTHER (SPECIFY) iEMARKS/ADDITIONAL CRITERIA: 51TE EVALUATED BY: Alexander) Piazza INCHES 1-30-19 IR 4015, 12/11 (ObsOletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of APPLICANT'S NAIVIE: JAMES & KENDRA MCCORKLE LEGAL DESCRIPTION: Lot 5, Mellen Groves (PB 74, PG 4) FIQ�SJJ SJ<"J? JJ1Z1tF.L; . 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, w«��• CERTIFIED BY: wiemioai.m s+zuasm FLORIDA PROFESSIONAL NO.: 6330 DATE: 01/30/19 JOR NO.: 19-4387 docstfonrdseptics/SepticApppPage207 Property Card Page 1 of 5G-.s- l93ac-ro Michelle Franklin, CFA — Saint Lucie County Property Appraiser — All rights reserved. Property Identification, -' Site Address: S HEADER Parcel ID: 2214-501-0005- Account #: 181578 Sec/Town/Range: CANAL RD 000-6 14/35S/38E Map ID: 22/13X Zoning: AG-5 Use Type: 6000 Jurisdiction: Saint Lucie County Ownership Legal Description James R McCorkle III MELLEN GROVES (PB 74-4) LOT 5 (7.259 AC - 316,202 SF) Kendra B McCorkle (OR 4043-276) 16501 Carlton Adams RD Fort Pierce, FL 34945 Current Values Historical Values 3-year JustlMarket: $109,602 Assessed: $1,996 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $1,996 2018 $109,692 $1,996 $0 $1,996 2017 $90,335 $1,996 $0 $1,996 Sale History Date Book/Page Sale Code Deed Grantor Price 09-19-2017 4043 / 0276 0001 WD Leonard Vito Mecca Farms Inc $144,000 Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 7.26 Land Size (SF): 1316,202 Total Building Count: Special Features and Yard Items Type . Qty Units Year Bit This information is believed to be correct at this time but it is subject to change and is not warranted. ® Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. ittps://www.paslc.org/RECard/ 3/5/201 D']6ITX Custom Soil Resource Report Soil Map p N©5-1:;6101q(1r.ssj9 A ii N a A E A M zo 5 o an ®- 1'�PW4M� fmvm6�5: KC�b 61gelts Umime 1JNN69a 6 p SSH A.1TX Custom Soil Resource Report Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydricsoil rating. Yes 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 Hydric soil rating. Yes Winder, shell substratum, hydric Percent of map unit: 4 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape. Concave, linear Across -slope shape: Linear Hydric soil rating: Yes Hallandale Percent of map unit. 4 percent Landform: Flats on marine terraces Landform position (three-dimensional): Interfluve, talf Down -slope shape: Convex Across -slope shape., Linear Hydric soil rating: No 55—Winder loamy sand Map Unit Setting National map unit symbol.• ljpwk 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 Winder, drained and bedded, and similar soils. 67 percent Winder, hydric, and similar soils: 15 percent Minor components: 18 percent . Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Winder, Drained And Bedded Setting ' Landform. Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex, concave Across -slope shape., Linear 13 Custom Soil Resource Report Parent material., Sandy and loamy marine deposits Typical profile A - 0 to 6 inches. loamy sand E - 6 to 12 inches: sand Btgl -12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cg1- 49 to 61 inches: loamy sand Cg2 - 61 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 low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 12 to 18 inches Frequency of flooding. None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent 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 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating. No Description of Winder, Hydric Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear, concave Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: loamy sand E - 6 to 12 inches. sand Btg1- 12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cg1- 49 to 61 inches. loamy sand Cg2 - 61 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: Very high 14 Custom Soil Resource Report 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 to 12 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent 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 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Loamy and clayey soils on flats of hydre or mesic lowlands (G1 56BC341 FL) Hydric soil rating: Yes Minor Components Pineda Percent of map unit. 3 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating. Yes Riviera Percent of map unit: 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Tait Down -slope shape: Linear Across -slope shape. Linear Hydric soil rating: Yes Floridana Percent of map unit. 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Hydric soil rating. Yes Hallandale Percent of map unit: 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Interfluve, tall Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Winder, shell substratum, hydric Percent of map unit., 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf 15 Custom Soil Resource Report Down -slope shape: Linear, concave Across -slope shape: Linear Hydric soil rating. Yes Wabasso Percent of map unit. 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Tait Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No Wabasso, gravelly substratum Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No 99—Water Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transacts of the mapunit. 1[:i i e i� ryb t i s. v J � e