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HomeMy WebLinkAboutAPPROVED, 007 Septic and Well PermitSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: [Miriam Roche PROPERTY ADDRESS: 2744 S Brocksmith Rd Fort Pierce, FL 34945 LOT: 4 BLOCK: 4 SUBDIVISION: Mr.NI1rIAn Farmc PROPERTY ID #: 2320-501-0n5R-nnn-4 PERMIT #:56-SF-2244233 APPLICATION #: AP1632743 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1548689 [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 [ 900 ] GALLONS / GPD SeDticnew 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 [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED r 1 N F LOCATION OF BENCHMARK: Top of electrical box on light pole, SW corner of horse arena I ELEVATION OF PROPOSED SYSTEM SITE [ 36.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.00][ INCHES FT I[ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [24.00] INCHES EXCAVATION REQUIRED: [ 9.00 ] INCHES The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of 0 400 gpd. T H E R SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist III APPROVED BY:TITLE: Environmental Specialist III Brian J In" am St. Lucie CHD DATE ISSUED: 04/19/20?1 EXPIRATION DATE: 10/19/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 . -.4 AP1632743 se1505984 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. cttEy STATE OF FLORIDA PERrd11T APPLICATION TO CONSTRUCT, • =r t Ji REPAIR, MODIFY, OR ABANDON A WELL Permit No. D Southwest PLEASE FILL OUT ALL APPLICABLE FIELDS Florida Unique ID 59-31425 '>•'� t? ❑ Northwest ("Denotes Required Fields Where Applicable) Permit Stipulations Required (See Attached) 4 D St. Johns River The woterrleficontroacrisrespcnsibfeforcompletin ✓`� _ t-r South Florida 9 thit form and forwarding the permit application to the Db;pp•[P� 11Suwannee River appropriaredetegatedauthonrywheieapplicabre. 62-524 Quad No. DelineatiDn No. 0 DEP CUPI UP Application No. O Delegated Authority (If Applicable) _ 1. Miriam Roche 2744 S. Brocksmith Road Ft. Pierce, FI 34945 *Owner, Legal Name if Corporation `Address °City 'State °ZIP 2.2744 S. Brocksmith Road Ft Pierce FI 34945 Telephone Number 'Well Location - Address, Road Name or Number, City 3.2320-501-0056-000-4 4 4 'Parcel ID No. (PIN) or Alternate Key (Circle One) Lot Block 4.20 35S 39E St Lucie 1 j Unit t�i��y Llr YC n F t(�i� 1�1Check If 62-524E] Yes R] No °Section or Land Grant `Township 'Range County Subdivision 5, James Paul Tyson 11352 954-818-4269 downthehole@att.net Water Weil Contractor `License Number 'Telephone Number E-mail Address 6. PO BOX 881496 Port St, Lucie FI 34988 "Water Well Contractor's Address 7. 'Type of Work: C� State ZIP YP 0 Construction [] Repair (� Modification[] Abandonment 8. `Number of Proposed Wells 1 'Reason for Repair, oC wf o; or-Abandonmsr� 9. *Specify Intended Use(s) of Weli(s): � ©� Domestic Landscape irrigation j (� Agricultural Irrigation Site igat ohsBottled Water SuPPiY Recreation on Area Irrigation L-J Livestock Monitoring Public Water Supply (Umited Use/DOH) Nursery Irrigation Test Public Water Supply (Community or Non Community/DEP)❑ Commerc(al/Industriai ;_ Class I injection ❑ HVAGCoup Supply Geothermal Golf Course irrigation HVAC Supply Class V Injection: ❑ Recharge ❑ Commercial/Industrial Disposal [] Aquifer Storage and Recovery Burn Remediation:M Recovery❑ AlrS are rY ❑ Drain p jrt St Lucie CoUnt)r P 9 ❑Other (Describe) ❑ Other (Describe) ONi1�tt"iclatft'-tFodnTLT 10'Distance from Septic System if 5 200 R. 11. Facility Description 13"Estimated Well Depth 00 ft. 'Estimated Casing Depth ft. Primary Casing Diameter (n 12Open Hole:. Estimated 14. Estimated Screen interval: From 0 To 149,01 ft "— ft. 15 'Primary Casing Material: Black Steel Galvanized (20 Stainless Steel Not Cased Other: 10, Secondary Casing: Telescope Casing Liner Surface Casing Diameter in, 17. Secondary Casing Material: Black Steel Galvanized PVC Stainless Steel 18 °Method of Construction, Repair, or Abandonment: Auger Cable Tool Other Combination (Two or More Methods Jetted Sonlc j Hand Driven (Well Point, Sand Point) Hydraulic Paint (Direct Push) Horizontal Drilling Plugged by Approved Method Other (Deaplbe) 19. Proposed Grouting Interval for the Primary. Secondary, and Addi�aai�. Sing: From To V 4 Seal Material ( Bentonite��� Other From To Seat tillaterial ( Bentonite Neat Cement Other ) From To From Seat Material ( Bentonite Neat Cement Other t To Seal Material ( Bentonite Neat Cement Other 20. Indicate total number of existing wells on site _ ( 1 List number of existing unused wells on site l� 21.11s this well or any existingg well or water v+ithdr Ion the owner's contiguous property covered under a ConsumptiveMlater Use Permit (CupAVUP) or CUPNVUP Apptication7 Yes wN If yes, complete the following: C%1WUP No, 22. Latitude Longitude District Well ID No. 23. Data Obtained From: GPS I hasty emi'ghatl"4 comPyw;th the Map Survey Datum: AD 27 NAD 83 WGS 84 use pe+nat or wGFcfal rechu a apPd.4 bn "ofTit'o4a, Florida gdm4dclrsCva Cade, ar:d lhalavnror tonetruWrat, ilurd+u G perm:I,Nncedad, Me besnar*w"bsob:enedpnorloeommpncerrentofw;ap IenG.y41-1lam the aarisrofth•prop.ly, that the lnfo,nufbn pro idadbsmvsly, sntl liwtlam arrow of my eatihthat ell lnt°rmeGon P.14ddIn th'a spp:'r<+ton b-caste cad Nat lw.UobLn tCapcnsY}tiac vndu Ch{p;prll]. Fj sra mrrp ry approval tom aher hdeM, mate, ar heal Dovenunony, Y opy:eap;e. l egroo to provido s mp �`lK"e'Y MM�a t�—'`t=Ina�lor er c r_r aC,7ndon llyl y lhat l am oa atlon pe IcayvCteraaae.r.,M pyneya,sasycfb arse N y ^ — wr7: v.l cent. rep14h-lbe byW vr7h�. daya .-eomplct:an ettho conclnslien, re Fr, modifi;c'ion, or 1.+.ovy 'f ?7a e%�.eD—,a&t, ti"QJlspsbsaot4L�tti,sq v,lu t abendauna+,l aulhofkttlb Ihi1 'w rsn .y 11, areaoy sb brm Ihb w.I wt,U y �1.'rihol p:raGon, .+di:Nlortt occua r+fat. �,crau.au,wcs���`�~'°� � spa �rNU�a.aa�IMo.r Jot�CaOcta�AathWyocncc rr --% 11352 %C—�"' �.,. `Signature of Contract4ln«+� sae --—�-- — 'License No. rc tsSssofCw4n,rA;d13 • Date Approval Granted Y t 0 I iSGt- Al ` l ^ Isauo�Date�,.^i„'� l j Fee Received S — I —T—It' `�— E tration DateHydrologist Approval Receipt No. L— I Check No Wid4 THIS PERMIT IS NOT VAUD UNTIL PROPERLY SIGNED BY AN AFJ'HORiZED OFFICER OR REPRESENTATIVE OF THE iNMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLEAT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODwt-1-1, OR ABAN D0Nk4FNTACT1"-ncS. CEP Pwm: fi2.532.800(1) Incorporated in G2.532.4uuJ1), F.A.C. Effective Dale: October 7, 2010 Page 1 of: Datum: NAD 27 NAD 83 WGS 84 I ceNfy that I am the miner of the proporty, that the fnrormadon provided is accurate, and that i am aware ormy LCtpansidillfos 9n{fCr Chaptor 3D,11g11da a,_ttUap 19,Lnalnto:n erpropody pbendgn this wa1; or, l Certify thot I am IarnY VIIeM J,a 4nr•JI!�een+'r MgeyY -rrY.rnyail,lb SUMV, S%d Let; - (arm d � ►v:rar.wa.ryu�7ti e4+si6Yr.�acara,oraAu.Lcv. Uw o•, trofthov To.n'�a.'Nu.v uuN �Rer.t as Der ale ate Auhwi e 'Rarer?L'nv tufa +t++aaa�awt.ta sr-y�f i+wnita►v q.,w/a4 vwa g ty Cteea L•NUCalrixa« p.fe+7�aLL�Y4'�•.vtur.a:tSOrtaa.J.L-x a, ke ylhap rmlt. -SttratLdCwner�rAgaat _ -Date Approval Granted By ,,� --A— Issu A — issue Date 71 v rii Fee Received S � Expiration Date Receipt No STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL O Southwest ❑ Northwest PLEASE FILL OUT ALL APPLICABLE FIELDS ('Denotes Required Fields Where Applicable) St. Johns River q£South Florida The water well contractor is responsibleforcompleting ❑Suwannee River this form and forvrarding the permit application to the appropriatadelegatedouthoritywltereapplicable. ❑ DEP O Delegated Authority (if Applicable) Permit No. — — Florida Unique ID 59-31551 Permit Stipulations Required (See Attached) 62-524 Quad No. Delineation No. CUPi"UP Application No. 1. Miriam Roche 2744 S. Brocksmith Road Ft. Pierce, FI 34945 'Owner, Legal Name If Corporation 'Address 'City "State "ZIP Telephone Number 2.2744 S. Brocksmith Road Ft Pierce FI 34945 'Well Location - Address, Road Name or Number, City 3.2320-501-0056-000-4 4 4 Parcel ID No. (PIN) or Alternate Key (Circle One) Lot Block Unit 4.20 35S 39E St Lucie Check if 62-524:0 Yes O✓ No "Section or Land Grant "Township `Range 'County Subdivision 5, James Paui Tyson 11352 954-818-4269 downthehoie@att.net -Water Well Contractor 'License Number 'Telephone Number E-mail Address 6. PO BOX 881496 Port St. Lucie FI 34988 'Water Wall Contractor's Address i'ity q���, State .t ZIP 7. "Type of Work: M Construction [] Repair Modificationg Abandonment FTtjf 3� �t' OCAD Cafmffixftl 8. 'Number of Proposed Wells 1 'Reason for Repair, err QcAbur&ame, t,— 9. 'Specify Intended Use(s) of Weli(s): /p� A � C Domestic Landscape Irrigation ® Agricultural Irrigation H Site investigations �,j v urn. Bottled Water Supply � Recreation Area Irrigation Livestock Monitoring Public Water Supply (Limited Use/DOH) Nursery Irrigation Test Public Water Supply (Community or Non-Community/DEP) ❑ CommerclaUindustrial ' E S' 2 2 2n2l Class I Injection ❑ Earth -Coupled Geothermal Golf Course Irrigation HVAC Supply HVAC Return bass V injection: [IRecharge Commerclai/industdal Disposal Aquifer Storage and Recovery 0 DrainadeD H in St Lucie County temediation:� Recovery AlrSparge Other (Describe) ENVI .ONI��Tunun�l�b�(T ] Other (Describe) 10,'Distance from Septic S stem if 5 200 ft. 11. Facility Description 13 °Estimated Well Depth 00 fL "Estimated Casing Depth ft. Primary Casing Diameter 14. Estimated Screen Interval: From 10 To /0,0 ft. -42 15'Primary Casing Material: Black Steel Galvanized Stainless Steel Not Cased Other: 12. Estimated Start Date ASAP Open Hole: From ==To ft. 16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter in, 17, Secondary Casing Material: Black Steel Galvanized PVC Stainless Steel Other 18'Method of Construction, Repair, or Abandonment: Auger Cable Tool Jetted Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push) Sonic Horizontal Drilling Plugged by Approved Method Other (Describe) 19. Proposed Grouting int rval for the Primary, Secondary, and Addi ' sal -Basing: From_ To ''� Seal Material ( Bentontte I e Other ) From To Seal Material ( Bentonite Neat Cement Other. From To Seal Material ( Bentonite Neat Cement Other From To Seal Material ( Bentonite Neat Cement Other t 20. Indicate total number of existing wells on site r ) List number of existing unused wells on site `..� 21'1s this well or any existing well or water v✓ithdryI on the owner's contiguous property covered under a Consumptive/Water Use Permit (CUPNWP) or CUPIWUP Application$ Yes N If yes, complete the following: CUPlWUP No. Longitude 22. Latitude District Well 1D No. 23. Data Obtained From: GPS Map Survey I hereby to try that 1 V3 Comply with the appgcabla rules of Title 40. ptcrida Adm:nlsi a0ve Code, and that a mw use pamnt tr rtUIal recharge permit if needed, has bean ar w:3 be oNalnecipnor to CemmancemenL of well conetrucsary14uC-tfythat elint-rrauonprovldad In this eppliwfcn lc it 11, andthatlwiiobai tlon. necesapprovalhar 6om other kderal, state, or tool govarnmenb, t(app4cablo, l agree to provide a weg sobrv% tlon report to the D;abtct WAhh 00 days after a rrpleium of ew conatrudiian. ropa:r, modficetlon, or abandonment aulhoruod by thle permit, or the pemdl exp;rauat. whichovar oaura first. r� ��/1•�-� fi 11352 °Signatlue of Contractor 'License No. Approval Check No. "Vala THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE PERMIT SHALL BEAVAILABLE ATTHE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICATION, OR ABANDONMENT ACTIVITIES. DEP Form: 62-532.91 NMI Incorporated in 62.532.400(i), F.A.C. Eitective Date: October 7. 2ot1 Page 1 of 2 E.A PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2244233 BILL DOC # 56-BID-5188211 CONSTRUCTION APPLICATION #: AP1632743 Cole Construction AMOUNT PAID: $ 545.00 CHECK 864 PAYMENT DATE: 02/23/2021 MAIL TO: Miriam Roche FACILITY NAME: PROPERTY LOCATION: 2744 S Brocksmith Rd Fort Pierce, FL 34945 4 Lot: Block: 4 Property ID: 2320-501-0056-000-4 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 133 - OSTDS Construction Reinspection 1 $ 75.00 1 $ 50.00 RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-4892171 a STATE OF FLORIDA 161. DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL ' SYSTEM 'e� APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ � N PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: ] ew System [ ] Existing System [ ] HoldingTank [ ] Repair [ ] Abandonment [ 7 Innovative [ ] Temporary [ ] APPLICANT: AGENT MAILING ADDRESS SG /F'/GCS ' f�A / 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'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: /y/C�/;�n (/71.; ryz! PLATTED • a PROPERTY ID # : �3 26, S U! - o6-5 c, ooc - ,�, ZONING I/M OR EQUIVALENT: [ Y-DN ] PROPERTY SIZE: % >/ ACRES WATER SUPPLY: [ !] PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/ ] / / PROPERTY ADDRESS: )L%/- J �,✓ice ,[Li! DIRECTIONS TO PROPERTY: BUILDING INFORMATION Unit Type of No Establishment n � 3 4 PUBLIC [ ]<=2000GPD [ 1>2000GPD DISTANCE TO SEWER: FT [ ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-61 FAC [ ] Floor/Equipment Drains [._ ] Other (Specify) SIGNATURE DR 4015, 08/04� (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: _V, Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Miriam Roche CONTRACTOR / AGENT: Cole Construction LOT: 4 BLOCK: 4 SUBDIVISION: McNurlen Farms ID#: 2320-501-0056-000-4 APPLICATION # AP16327-,13 PERMIT # 56-SF-2244233 DOCUMENT # SFirn5gR4 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: 9.39 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES—TABLET / OTHER —TABLE 2 ] AUTHORIZED SEWAGE FLOW: 14084.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Top Of electrical box On light pole, SW corner of horse arena ELEVATION OF PROPOSED SYSTEM SITE 36.00 [ INCHES / FT I [ 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 [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 90 FT NON —POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 38 FT POTABLE WATER LINES: 82 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOOD ELEVATION FOR SITE: 10 YEAR FLOODING? [ ]YES [X]NO] FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture USDA SOIL SERIES: 10YR 4/4 Fill -Sand Clay Loam y y Depth Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 6 10YR 3/4 Fill - Sandy Clay Loam 0 To 9 10YR 5/1 Sand 6 To 12 1 OYR 411 Loamy Sand 9 To 15 1 OYR 5/3 Sand 12 To 17 10YR 5/2 Sand 15 To 32 10YR 6/2 Sand 17 To 20 10YR 5/8 CMN/PRM RF 18 To 32 20 To 34 10YR 5/8 CMN/PRM RF 1 OYR 4/3 Sand 20 To 34 32 To 39 10YR 4/3 Sand 34 To 38 10YR 4/2 Sandy Clay Loam 39 To 58 10YR 4/2 Sand Clay y 5GY 5/1 38 To 45 Loamy Sand 58 To 61 25Yy 5/1 Loamy Sand 5GY 6/1 Loamy Sand 45 To 51 5GY 5GY 6!1 Loamy Sand 61 To 72 51 To 72 OBSERVED WATER TABLE: 63.00 INCHES ( ABOVE / BELOW ] EXISTING ESTIMATED WET SEASON WATER TABLE ELEVATION: GRADE TYPE: [ PERCHED / APPARENT ] HIGH WATER TABLE VEGETATION: 18 INCHES [ ABOVE / BELOW ] EXISTING GRADE [ )YES SOIL TEXTURE/LOADING RATE [X ]NO MOTTLING: [X ]YES [ ]NO DEPTH: 18.00 INCHES FOR SYSTEM SIZING: DRAINFZELD CONFIGURATION: [ ] TRENCH Sand/0.60 DEPTH OF EXCAVATION; 9 _ REMARKS/ADDITIONAL INCHES [X] BED [ ] OTHER (SPECIFY) CRITERIA IWSWT determined using USDA WSS and soil borings. 10YR5/8 CMN PROM RF mottling in 10YR5/2 matrix > 2% starting at 18" in S62. SB1 36" below BM. S62 36" below BM. SITE EVALUATED BY: Ingram, Brian DH 4015, 08/og (Obsoletes previous editions F - nnan[ai specialist III) (ENVIRONMENTAL HEALTH) may not be used) Incorporated: 64E-6.001, FAC DATE: _ 04/09/2021 Page 3 of 4 AP1bSZt43 EID2244233 ll i M.S LZ " M.91Z o0B CSL=E ObZ= oLLLFS16 00= R z R M.T LZ " 1 X g � !fl1Q3331 0 n 0 � Z Q M .S LZ o08 Custom Soil Resource Report St. Lucie County, Florida 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 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 Btg - 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 (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) 10 Custom Soil Resource Report Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) 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 Other vegetative classification: South Florida Flatwoods (R 1 55XY003FL), Sandy soils on flats of mesic or hydric lowlands (G 1 55XB 141 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 (R155XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Hydric soil rating: Yes 11