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Revisions; Revised House, Shed & Septic Location
OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT #'7��' —v. RECEIPT # PLANNING & DEVELOPMENT SERVICES R BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE_ !! FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3000 Seminole Road, Fort Pierce, FL 34951 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised house, shed and septic location. Revised site plan, revised approved health permit and assoiated approved health permit docuemtns. CONTRACTOR INFORMATION: STATE of FL REG./CERT. 9: CBC1254689 BUSINESS NAME: SYNERGY HOMES LLC QUALIFIERS NAME: RYAN DAVIS ADDRESS: 3950 RCA BLVD., SUITE 5000 CITY: PALM BEACH GARDENS STATE: FL PHONE (DAYTEIffi): 561-623-0476 ONVNER/BUMDER INFORMATION: NAME: THOMAS AND SUSAN SUCHON ADDRESS:1089 SW DALTON AVE. CITY: PORT ST. LUCIE PHONE (DAYTIME: 770-834-0008 STATE: FL ARC1IITECT/ENGINEER INFORMATION: NAME: LILLIAN GONZALEZ ADDRESS: 1824 RICHARD LANE CITY: PALM SPRINGS PHONE (DAYTIME): 561-294-6929 SWCC: 9123109 Revised 06130117 STATE: FL ST. LUCIE CO CERT. #: FAX: FAX: FAX: l le*A.�Q w m � 9�f ZIP: 33410 ZIP: 34953 L98SSVTZS 6656LCTdH £ go I abed ova '£00'9-Hv9 :Pagexodxooui (pasn ag you Aem gaium suoi�ipe snoieaxd TIE s849tosgo) 60/80 '9TOv Ha 6ZOZ/LZIM siva Hoxmundxaxs 070Z/6l/90 � asnssl Siva mbul resueT.7H aso 9lon-1•IS II gsTteioedS te4u9muoxTeux : mil :is aawuaaK ti II qsiteiaadS te4uamu0xieuH ;HZZIz mexb .0 ue-call : xs sxollivolaiMCM •pd6 jo nnog paleulllse lelol a jol '(woapaq jad Z) suosiad 9;o Aouedn000 wnwlxew a glInn swowpaq E lo; pazls sl walsAs smoxx [00'9b l :asuinfsa NoixvAvoxz smoxi [nn't7.] azainasu i a Z zNloa soxsxsaHu/xu oxHg MOZHs SAOHK ] [ Z3 SZHoxl ] [ 00'Zt� ] Hs oz a'Isxaxr�aua ao r�ozzos s SNIOd HONHUH3Hu/?IUFif+IHONHfi Mozsa V snOeV l [ S3 ssHoxl l [ 0"g l szls xzLsxs assoaoua ao xoizvAria i Al edad jo epls M "d-n ul IIeN 'NO OMS :xulm3xz9 ao xoimv0OZ a x [ ] aza [xl HoNHuz [ ] :Nolzvamxaxoo I MMOR [ l arum [x] auvamV.1s [ ] :rgszsxs Haxz v NZISXS d/N mam Huenas [ ] u Pgamsxs Mau plagulejp zssa mmnas [ 009 ] a [ l sdmna# suH vZ aaa sasoa[ 10 sxoz'Im[ l xzlovdvo xwx wisoa smaimm [ l x [sxOUwf) OSZT:xwx s'I9xxs xzloeavo rmxx%ml xslo'aavo xozasoxszHl Hsvzuo sxo'I'Im [ ] x xzxovcm d/N aao / sxoTrum [ 7 v xzxovdVo nnau opes aao / sxo'rm [ 006 ] z smiI oialOHaS any moisaa mimsxs •xzusaoua sim ao zxamo'Isnsa ma awainaHu oNlzzxmaa mmoz *ao 'aivis ''z maza ummo HziM zonviaemoo wow mwol'Iady zam savzam mox SHOa zxmacT SIHz do HORMSSI • axon axv 'imm HavK ONIHs iipwzd SIHz NI irmszu xvx SNOIzvoIaIacim Hons in -mad HHz xalaoki ox xmvoxzaav mm Humbau 'zxraum sxHs ao HJxvnssx uoa sxsve v sv aawass HOIHM ' SZOKa aviazxvK xi ROXVHO 7" ' aKIS QO wima oI toads um ma zoKw aoausd xuozOKaSIzes sHzcsa"m sox ssoa x:aisxs ao rivAouaav zx2mueasa • o •v• a ' 9-Hv9 uHzavm aNv ' • s • a l s900 •'[s£ NOlzoHS ao scr"cmvxs anv smixvOlaloaaS HZIM HOMMOOOY NI aszonuzSNOO as ISDN xamsxs [,azexm al xvx uol [IM IN 'Isouecl 'Zf)KVU 'alHSNMOM 'NOIZOHSI 8na10 eAeded 9 L 99Z A: # xa mooa : # zaizom : axrra Hsa :alma siva 6696Lt, 6 V : # Nolzvox'Iaav 96V990Z-=lS-99 : # 'Imaa NoxslAlasas Z-000-9000-009-9ZE 6 :# ai xzusaoua xoo'xs 5 :IOU 69617E TJ 'aaJald llo=l pal aloulwaS 000E ssHuaav xsuzaoua (Old 'sawOH A6j9uAS) x1mi'Iaav M9N SalSO :uoa lZmaa Noxzonuzsxoo ra51ssxs rlvsoasia aKV zxmuvzas asmss MISNO HIMMMH ao immiluviTza vaiuoaa ao ssxzs m 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 anadministrative 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. y. y.{dpT-"J3'^'r' �._d" <::' IS+t r4r-'"":.n� 11�'n' a 1xNr `•.ES- �s �..a4 eu7`>.?51 ..X b { x fi �.s, ,. -. t H m tg .?,.$ l JA---,._,� f r"t-�.?�,(?, � �tia aJci �- fJ '6i5,*�.: t L,(. 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S. -'< s - a-+ n. -t 6F ,r�' 's`" :�-.. , y A . �• r �. a �5 ,� , -aN. y,_."s. .Ar a y �y. zx'. a x `,-sue,,,, } .-. a .t t-t�^' 'k '+ r' _5°k`f s'i -r c� S = his ""r+ ',,.-x As.."•' '' a�` r _',� :,.a 3.' 3 �.. ^._3.'E.,- ;, :r rr'.'",.%3.-` , .,_.i r _ .. -a ?.. ... _ .a^ re� f h•. »-�.a-r, fx_;A'--�--.; t '•:..;w.i�.w .e; sv tea.: n, 7 . ,.,. ..r;',: . Y'`..3'a-`tkr .. ,.ti _. .. -, ✓_=:. ..y`''.' STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Synergy Homes, LLC CONTRACTOR / AGENT: DEANNE JOHNSON LOT: 5 BLOCK: SUBDIVISION: Papaya Grove ID#: 1326-800-0006-000-2 APPLICATION # AP1479599 PERMIT # 56-SF-2056495 DOCUMENT # SE1455857 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: 6.33 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 9495.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, Nail in U.P., W side of property ELEVATION OF PROPOSED SYSTEM SITE 51.00 [ INCHEs / FT ] [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 85 FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 83 FT POTABLE WATER LINES: 10 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 SOIL PROFILE INFORMATION SITE 1 SnTT. PROFTT.F. TNFORMATTON ATTR! 9 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Loamy Sand 0 To 23 1 OYR 5/8 CMN/PRM RF 15 To 23 1 OYR 411 Sandy Loam 23 To 32 1 OYR 4/1 Sandy Clay Loam 32 To 44 1 OYR 611 Sand 44 To 68 1 OYR 6/1 Loamy Sand 68 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Loamy Sand 0 To 20 10YR 3/2 Sandy Loam 20 To 35 1OYR 5/8 CMN/PRM RF 20 To 26 1OYR 4/1 Sandy Clay Loam 35 To 48 10YR 5/1 Sand 48 To 69 10YR 6/1 Loamy Sand 69 To 72 OBSERVED WATER TABLE: 3J.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 15 INCHES [ ABOVE / HELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 15.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR5/8 CMN PROM RF mottling in 10YR4/1 matrix >2% starting at 15" in SB2. SB1 51" below BM. S132 49" bejqw BM. SITE EVALUATED BY: Ingram, Bri�fi/(Title: Environmental Specialist 11) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions(/which may not be used) Incorporated: 64E-6.001, FAC AP1479599 EID2056495 48 INCHES DATE: 01/08/2021 Page 3 of 4 v 1.0.2 Property Card Page 1 of 1 Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: SEMINOLE Parcel ID: 1326-800-0006- Account #: 148330 Sec/Town/Range: RD 000-2 26/34S/39E Map ID: 13/26S Zoning: AG-1 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description Thomas John Suchon PAPAYA GROVE (PB 40-33) LOT 5 (6.33 AC) Susan Evelyn Beckwith Suchon 1089 SW Dalton AVE Port St Lucie, FL 34953 Current Values Historical Values 3-year Just/Market: $137,900 Assessed: $72,963 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $72,963 2019 $137,900 $72,963 $0 $72,963 2018 $70,200 $66,330 $0 $66,330 2017 $60,300 $60,300 $0 $60,300 Date 02-14-2020 02-11-2010 07-31-2003 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 4385 / 1319 0001 WD Gaya Shamwattee 3170 / 1955 0111 QC Gaya Shamwattee 1792 / 0329 XX00 WD R & J Land Company LC Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data Type Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Price $170,000 $100 $97,000 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 S ett- (SF): Gross Sketched Area 0 (SF): Land Size (acres): 6.33 Land Size (SF): 275,735 Total Building Count: I Special Features and Yard Items Qty Units Year Bit 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. https://www.paslc.org/RECard/ 0 4/17/202( Custom Soil Resource Report Soil Map N fAV D° 29 22" N 27" 2901T N 59520 558570 59620 5585M 558720 3 Map Scale: 1:2,130 if printed on A landscape (11" x 8.5") sheet Meters N 0 30 60 120 1B0 Feet 0 100 200 400 600 Map projection: Web Mercator Comer coordinates: WGS84 EdgeU6: UrM Zone 17N WGSB4 6 5%M 55BB20 558M 558mo 59W0 3 b r�i O 2r 2Y 2Z N 0 o_ 2.r 29 12' N Custom Soil Resource Report St. Lucie County, Florida 11—Chobee loamy sand, frequently ponded, 0 to 1 percent slopes Map Unit Setting National map unit symbol. 2tzwd Elevation: 0 to 70 feet Mean annual precipitation: 48 to 58 inches Mean annual air temperature: 68 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Chobee and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Chobee Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave Across -slope shape: Concave Parent material: Loamy alluvium Typical profile A - 0 to 11 inches. loamy sand Btg - 11 to 40 inches: sandy clay loam Btkg - 40 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural 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 Calcium carbonate, maximum in profile: 14 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: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonin-igated): 7w Hydrologic Soil Group: C/D Forage suitability group: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) Other vegetative classification: Freshwater Marshes and Ponds (R156BY010FL) Hydric soil rating: Yes 10 Custom Soil Resource Report Minor Components Hallandale Percent of map unit: 4 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 (R155XY003FL) Hydric soil rating: Yes Kaliga Percent of map unit, 4 percent Landform: Depressions on flatwoods on marine terraces Landfonn position (three-dimensional): Tread, talf, dip Down -slope shape: Linear, concave Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Floridana Percent of map unit. 4 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Concave, convex Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL) Hydric soil rating: Yes Winder Percent of map unit. 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down -slope shape: Convex, linear Across -slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes 55—Winder loamy sand Map Unit Setting National map unit symbol: 1jpwk 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 11 Custom Soil Resource Report Minor components: 18 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Winder, Drained And Bedded Setting Landform: Flats on marine terraces Landform position (three-dimensional): Taff Down -slope shape: Convex, 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 B1g2 - 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 12 Custom Soil Resource Report B1g2 - 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 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 hydric or mesic lowlands (G156BC341 FL) Hydric soil rating: Yes Minor Components 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, talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Riviera Percent of map unit., 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating. Yes Pineda Percent of map unit. 3 percent Landform: Flats on marine terraces, drainageways on marine terraces 13 _ r 1 wx r f '.aka-.T1� -t '�.r- a's^✓^-g-� r�.� -.� � '. r Jx r a�Fib 4 T 7 4.✓Y t �� J A ...� _� —�, +�C{'s..��.a..'`t_ _ ^T "t p'err � .., i� *t. Y .y .�' d a -..a .'7...n$Y'a„�,.-r 'v'."�St.Y. `�i• Y'--Va...M+—>. `�5 11: `y R.±y 49. 11 j +� �0"sue ' £ } `' 9'�. tl j'n4,2. Xt igg 43. i Z. , C� hSP fill jj. -41 Jz STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Synergy Homes, LLC) + r PROPERTY ADDRESS: 3000 Seminole Rd-&Rferce` FL.34951 LOT: 5 BLOCK: PROPERTY ID #: 1326-800-0006-000-2 PERMIT #:56-SF-2056495 APPLICATION # : AP 1479599 r.._ZME PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1325615 Grove TION, TOWNSHIP, RANGE, PARCEL NUMBER] 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 SeDtic 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 [ 375 ] 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: Site BM nail in U.P. I ELEVATION OF PROPOSED SYSTEM SITE [ 54.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 58.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E 0 T H E R ILL_ REQUIRED: 1 14.UU] INCHES EXCAVATION REQUIRED: [ 4Y.UU ] INCHES The system is sized for 3 bedrooms`with a rimaxm occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd.All yoil 01 SPECIFICATIONS BY: Hunter A Collier TITLE: Environmental Specialist I APPROVED BY: A A TITLE: Environmental Specialist I St. Lucie CHD Hunter A Collier DATE ISSUED: 06/19/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EXPIRATION DATE: 10/27/2021 Page 1 of 3 v 1.1.4 AP1479599 SE1313068 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for en 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 y, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-81 Mediation is not available as a i rn�fiv e �'ed' Your failure to submit a petitio he m� t- 1n d� ys from receipt of this order will constitute a waiver of your right to an a • in i ati6 ftri - d this order shall become a 'final order'. a-> Should this order become a final order, a party -who is•adversely affected by it is entitled to judicial review pursuant to Section 126.68, 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. !! 2 ya STATE OF FLORIDA APPLICATION # AP1479599 DEPARTMENT OF HEALTH PERMIT # 56-SF-2056495 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1313068 APPLICANT: Synergy Homes, LLC CONTRACTOR / AGENT: Deanne Johnson LOT: 5 BLOCK: SUBDIVISION: Papaya Grove ID#: 1326-800-0006-000-2 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: 6.33 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 9495.01 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 nail in ELEVATION OF PROPOSED SYSTEM SITE 54.00 [ BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PRQ$OSEDa.S -STEM T - FOLLOWING FEATURES SURFACE WATER. 95 FT DITCHES/SWALE 8 T y NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: _�1.05..,. FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: 30 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NCI 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/1 Loamy Sand 0 To.21 10YR 4/1 Loamy Sand 21 To 35 10YR 4/1 Sandy Clay Loam 35 To 40 10YR 5/1 Sandy Clay Loam 39 To 42 10GY 6/1 Sand 42 To 55 REFUSAL Refusal 55 To 72 OBSERVED WATER TABLE: 48.00 INCHES [ ABOVE ESTIMATED WET SEASON WATER TABLE ELEVATION: HIGH WATER TABLE VEGETATION: [ ]YES [X SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [X ] TRENCH [ - REMARKS/ADDITIONAL CRITERIA USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/1 Loamy Sand 0 To 16 10YR 4/1 Loamy Sand 16 To 20 10YR 4/1 Sandy Clay Loam 20 To 32 10YR 5/6 MANY/DST RF 20 To 26 10YR 5/1 Sandy Clay Loam 28 To 39 10GY 611 Sand 39 To 53 REFUSAL Refusal 53 To 72 EXSSTING,GRADE ITCHES [ ABOVE TYPE: / BELOW' ] [ PERCHED / APPARENT ] EXISTING GRADE QjL fiG:_. X-�] ES [ ]NO DEPTH: 28.00 INCHES ..F3 mrAADAP _,.j DEPTH OF EXCAVATION: 42 INCHES 3WT determined using USDA WSS and soil borings. 10YR 511 stripping in 10YR 411 matrix > 10% with diffuse boundaries starting 28" in S132. SB2 54" below BM. S131 54" below BM. SITE EVALUATED BY: Collier, Hunter (Title: Environmental Specialist 1) (Florida Department of Health in St. L DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 1 06/18/2020 Page 3 of 4 AP1479599 EID2056495 v1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #:56-SF-2056495 APPLICATION #:AP1479599 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1325615 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Synergy Homes, LLC) PROPERTY ADDRESS: 3000 Seminole Rd Fo - erce , 9 LOT: 5 BLOCK: d SUBVI-VISSION,: 2 Yd a Grove PROPERTY ID #: 1326-800-0006-000-2 ~{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 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 [ 375 ] SQUARE FEET Drainfield New SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] F LLED1 rr�a+ I CONFIGURATION: [XI TRENCH [ ] BE [ �.g " .:% -54 k• N F LOCATION OF BENCHMARK: Site BM nail in U.P. I ELEVATION OF PROPOSED SYSTEM SITE [ O] F5V OVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 56 00][1t;c?HES Ems} :ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [16.001 INCHES EXCAVATION REQUIRED: [ 49.00] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of O 300 gpd. T H FD R SPECIFICATIONS BY: Hunter A APPROVED BY: TITLE: Environmental Specialist I Environmental Specialist I St. Lucie CHD DATE ISSUED: 05/12/2020 EXPIRATION DATE: 10/27/2021 DR 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 AP1479599 SE1274782 O STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Synergy Homes, LLC CONTRACTOR / AGENT: Deanne Johnson LOT: 5 BLOCK: SUBDIVISION: Papaya Grove ID#: 1326-800-0006-000-2 APPLICATION # AP1479599 PERMIT # 56-SF-2056495 DOCUMENT # SE1274782 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]YERL� ]NO NET USABLE AREA AVAILABLE: 6.33 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALL EER-raa?[ IDENCES-TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 9495.01 GALL E A _[.. ]5 0 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT 0 Rl ED AREA REQUIRED: 750.00 SQFT (sue "a^3 BENCHMARK/REFERENCE POINT LOCATION: Site BM nEFIrn U.P ELEVATION OF PROPOSED SYSTEM SITE 54.00 [ INCHES /fT I I ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT DITCHES/SWALES: 100+ FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: 72 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 59 FT POTABLE WATER LINES: 30 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE. 2 USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/1 Loamy Sand 0 To 23 10YR 4/1 Sandy Clay Loam 22 To 34 1OYR 5/6 CMN/PRM RF 22 To'30 10YR 5/1 Sandy Clay Loam 34 To 49 1OGY 6/1 Sand 49 To 72 USDA SOIL SERIES:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/1 Loamy Sand 0 To 17 10YR 4/1 Loamy Sand 15 TO 19 10YR 4/1 Sandy Clay Loam 19 To 30 10YR 5/6 MANY/DST RF 20 To 26 10YR 5/1 Sandy Clay Loam 26 To 38 10GY 6/1 Sand 38 To 72 OBSERVED WATER TABLE: 49.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 26 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 26.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 49 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA 3WT determined using USDA WSS and soil borings. 10 5/1 stripping in 10YR 4/1 matrix > 10% with diffuse boundaries starting 26" in SB2. S1312 54" below BM. S61 54" below BM. - SITE EVALUATED BY: Collier, Hunter (Title: Environmental SpXia ' orida Department of Health in St. L DR 4015, 08/09 (Obsoletes previous editions which may not be use orporated: 64E-6.001, FAC AP1479599 EID2056495 DATE: 04/27/2020 Page 3-of 4 v 1.0.2 GRAPHIC SCALE 40 0 20 4D .INTERNATIONAL SURVEY FEET I inch = 40 Pt. 1\ - 60.00' I I / (AwlwQO <- WA 51 ti. N LL V 0Lo O p It R O I Z U M 01 JAli u) Z to LL PHOTOCOPYING PROHIBITED 0 2020 ------- - ----------—---------- FOUND 5/8" I.R. -— -- ---- NO CAP � NORTH LINE OF SECTION 26-34-39 m 30 D.F. —MEAN ANNUAL FLOOD EXISTING I/ LINE �. DETERMINED LOTE 04 WELL V — BY DRIFT LINE POND 6.3308± ACRES (OCCUPIED) z° TOP OF mti ----BANK± WALE neslcN _Hlcp WAERLIN ' _ -__—_ N - �J % 14.2 _ _ '-- —K —-N43O;_ Xk - FOUND5/8. LR - ------------------ -FD.U.E- NO CAP ---- ----- - -- - - -- - - - - - - - - - - - - - ------- I —__—__EXISTING�EXIST. RRIGATIONS 7 SWALEWELL zn . l o < 1= Z ��� PROP. GRAVEL x LOT 05 _III = 3 r _ „I� w DRIVE d LL cay. 6.3298t ACRES EXIST. to Q PROP. 500 so. FT. a O O (VACANT) �SWALE ± V _ VACANT LL 10 fl y OF PRIMARY D.F. a_ __-' -__ - - _ af I x AREA AVAILABLE - 0_ _- -__- - - - \ LL it ALI w 'm I Q 0 �.I PROP. 750 SQ.FT.. w7 g\'(E1 - 1 S O ILL d OF D F. AREA w - - 7 O O �i O I O O Ilk "AVAILABLE �A. i6 B] 9&94 S.T. i v \ rl � �� a Uj PROPOSED N N o0? u� sBPTK:LINE_��I o `"'° PROPOSED POND e O N a - -- - \ 85.94' 0.436 ACRES i -... 729 216�I o _ �I o Zn O CONC. SLAB J Z 20d s].-a• \ (EXCAVATED' AREA) _ Q PROPOSED o PROP. Y C7 v o� x\ I �II - Z W Q . GAVEL DRIVE w DRIVE n Z ad �+ 1 OO I W F=- x U LU _, (n 0-m" J 11 B-n q O 'L Pq �TES: I I d- o, 3 a O -III LL 100.00, N]• a a LL ' ��'Pf�N -- \ \ +� / z 1. THIS SITE PLAN IS A TYPE 1 B EXCAVATION APPROVAL ONLY. ALL OTHER SITE Z 6• ARE NOT PART OF THIS APPROVAL AND SUBJECT TO ALL O J Z ,u �CDV LL O 6 ��(. - ./ APPLICABLE CODE REQUIREMENTS. O - J,�PROP. EDGE OF wA'rFJxs 2 THIS TYPE 16 EXCAVATION IS VALID ONLY IN CONJUNCTION WITH A BUILDING X`3 5•_]• 0! / V a. ov LLa a COV ; '�- _ PERMIT. AUTHORIZATION TO EXCAVATE SHALL BE RECEIVED CONCURRENT WITH S1NALE CONTINUES, O -- ---- i RECEIPTOFA VALID BUILDING PERMIT. ' I Z °� 3T7 11'.1"_,` - a - \ �.��N' \-�__`'. i'�/ I 3 PURSUANT TOSECTION 4.D.8.8.2 ALL SIDE SLOPES SHALL BE PLANTED OR SEEDED NO ACCESS K _-__-_ __ (Q III ;tl'' +-�_ - ...-,.+"�+`- _ WITH APPROPRIATE GROUND COVER PRIOR TO ISSUANCE OF THE FIRST CO. _ . n.. AVAILABLE ' II n, �... Y _ -�rm^;i .� - P Eµyif _» .:.ALL EXCAVATES MATERIAL WILL REMAIN ON -SITE FOR FILL AND Y Lii \ �uAs ..:. _, '. GRADING. .. `Y.;',., ". .,:8�`i'T,a ...«. HOUSE PAD O iii PROP. O �u rn POTABLE... rn?6 7 WELL o Z. � o o 8wwl 3.00' 531.0T LLZZ,. ` . <� - ----- — — — — _____ 627.93' I — zw� S 89°52'36" E — - �LLIIOP OF Gp� - 1 P5/8" I.R.RBANK± CANAL 1.158.99 X _ zOa O zzm. _. _- FOUND 5/8" R. ---- - ----------------------- NO CAP - w MEAN ANNUAL FLOOD W TOP OF LINE DETERMINED ,: r BANK± BY DRIFT LINE y s — — CANAL ------------ — — — — — — — — — — — — .PROPERTY PROPOSED a za LINE NO WELL, POND OR D.F. (VACANT) =III- WITHIN 100'FROM ,.. PROPERTYLINE SLOPE REQUIREMENTS OF ST. FDOH in St. Lucie County -III=III LUCIE PLANNING&ZONING III =III EXCAVATION ARTICLE 7.6 TYPE I I_I I Environmental Health - - - 1 B MAXIMUM EXCAVATED - f� SURFACE. Site Plan Approved for Construction - POND DETAIL AREA- 2 ACRES OR 87120 SO. FT. Supersedes All Previous Site Plans for I OSTDS# -5f- Il &Well#5A-720W' NOT TO SCALE Date: 12 1AI Revie er: CONSTRUCTION LAYOUT SURVEY _PHOTOCOPYING PROHIBITED ©2ozo FOR REFERENCE ONLY NOT A VALID SURVEY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNED BY ME. .LEGAL DESCRIPTION (As furnished by client) ry TES: LEGEND: LOT 5, OF PAPAYA GROVE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40 AT PAGE 33 1„PROPERTY FALLS IN A FEMA FLOOD ZONE X PER FEMA FLOOD MAP 12111CO160J EFFECTIVE 02/16/2012. ac = AIR CONDITIONING PAD o = EXISTING ELEVATION Pa PLAT4750 Royal Palm 2t, WRITTEN DIMENSION TAKE PRECEDENT OVER SCALED DIMENSIONS., DISTANCES ARE NOT TO BE SCALED FOR CONSTRUCTION AND/OR � = CENTRAL ANGLE/DELTA � P.O.B. = POITOP BEGINNING T RIANGLE Beach Boulevard AND 33A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. y = POINTOF COMMENCEMENT ��OESIGN PURPOSES. 04 SOIL BENCHMAR S - =PROPOSED ELEVATION P.o.0 W. PalmBeach, FL 33412 Oa ASPHAL ARK SYMBOL P. = POINTOF CURVATURE and gto Speg, Inc. 561.798-3966 (phone) 3 FIELD MEASUREMENTS, PLAT MEASUREMENT AND DEED MEASUREMENTS ARE CONCURRENT UNLESS OTHERWISE SPECIFICALLY ASPH =ASPHALT �, =FIRE HYDANT P.R.M. = PERMANANT REFERENCE MONUMENT TRACT CONTAINS 278139.75 SQUARE FEET. e In to S eciBM =BENCHMARK C.M. _. CONCRETE MONUMENT PG. =PAGE y 9 p fiCatiOn 561.791-8777 (fax) STATED ON THIS SURVEY. ® = CABLE TELEVISION BOX F =FOUND PLTR. = PLANTER LB # 2992 triangle2992@gmall.00m 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY, UNLESS SHOWN OR MADE C) =CALCULATED FF = FINISH FLOOR FOR. PORCH NOTE OF HEREON. C.B.S. =CONCRETE BLOCK STRUCTURE I.R = IRON ROD PROP. =.PROPOSED S C.L.F. = CHAIN LINK FENCE N & T.T = NAIL & TIN TAG R = RADIUS SYNERGY HOMES, LLC NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP HAVE BEEN FURNISHED THIS SURVEYOR, C.M.P. = CORRUGATED METAL PIPE P.K. _ P.K. NAIL R.C.P. = REINFORCED CONCRETE PIPE EXCEPT AS SHOWN. GL = CENTERLINE I.P. = IRON PIPE RAN = RIGHT OF WAY SYNERGY HOMES FL; LLC CONC. =CONCRETE H.W.F. =HOG WIRE/FIELD FENCING 5/8"I.R. =5/8"IRON ROD AND CAP#2992 FIDELITY NATIONAL TITLE INSURANCE COMPANY 6.:ENCROACHMENTS, IF ANY ARE SHOWN HEREON. COV. = COVERED0 = LIGHT POLE S.F. = SQUARE FEET FIRST AMERICAN TITLE INSURANCE COMPANY' y, 7.:BEARING SHOWN HEREON REFER TO THE RECORDED PLAT AS STATED IN DESCRIPTION ABOVE. (D) = DESCRIPTION LB = LISCENSE BUREAU P.K. = PARKER-KALON NAIL AND DISK O ��®p PROGRESSIVE TITLE SOLUTIONS LLC Na'' �3 urHE WEST LINE OFEAST 1/2 OF SECTION 26-34-19;HAS A BEARING OF N 00-05'24" E, AND ALL OTHER BEARINGS HEREON REFER THERETO D.B. = DEED BOOK (M) 24 = FIELD MEASUREMENT S = SETMONUMENT D.E. = DRAINAGE EASEMENT M.H. = MANHOLE S.T. = SEPTIC TANK LEOPOLD KORN, P.A. 4 R. ELEVATIONS, IF ANY, SHOWN HEREON TO NORTH AMERICAN VERTICAL DATUM (1988) WHERE MEAN HIGH SEA LEVEL IS 0-00, D.U.E =DAINAGE AND UT LITY EASEMENT MAX. = MAXIMUM scRN. = SCREENED PAL HOLDINGS GROUP, LLC, A FLORIDA LIMITED LIABILITY COMPANY 12-23-2020 = - LESS OTHERWISE NOTED. D.F. = DRAIN FIELD MONT = MONUMENT 0 = TELEPHONE RISER BOX cormia u FIELD DATE: mremnL O SCALE: ADDRESS: ENC. =ENCROACHMENT MIN. MINIMUM TYP. =TYPICAL _ 1b. THIS SURVEY IS NOT TRANSFERABLE BY OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. ENCL. = ENCLOSURE NaD = NAIL AND DISK u.E. uTIUTY EASEMENT MARCH t2 2020 1 - 40 FOR°" �:.' f 3000 SEMINOL ROAD 12. THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7842, FOR A PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION. ESM'T. = EASEMENT O.D. = OUTSIDE DIAMETER �> = UTILITY POLE {POWER OR TELEPHONE) REVISED: SITE031920PAM y ..... •. EXIST. EXISTING O.R.B. =OFFICIAL RECORD BOOK W =WASHER REVISED: ADDED p51520 DRAWNBY: FORT PIERCE !FL34951 111111 At12. THIS SURVEY MEETS PRECISION REQUIREMENJTS FOR RURAL SURVEYS. RELATIVE PRECISION IS GREATER THAN I FOOT IN 5000 FEET. _ o H = ovERHEAD UTIUTV Lw = 13. ADDITIONS OR DELETIONS TO THIS SURVEY P AND/OR REPO X - ELEVATION E W.C. WITNESS CORNER REVISED. DRAINAGE CRG 052120 I� NOW [ MA REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED ® =ELECTRICAL PANEL P.C.P. =PERMANENT CONTROL POINT W.F. =WOOD FENCE REVISED: SITE1 OOFSB12082OPAM CFC II�BLIII YYI I �LNLhD :S•� ���4 IV�I V BI MIL V� � OlI1]IVi{L R, WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (P) = PLAT DIMENSION ® = WATER METER JOB ORDER NO.: F.B. PG. s.- JW �LI IE Elm lm l� IVOI pjlll[O[{I By P�UI LJJ OIY�L LI�V A I CI lOE 14. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 22262 CRG-RDW ,� ••. r' _ 5a ,.• -"~ L ' L L LL L `V J 0 LUy['LJ LJJ �{ I{u 1{ JIJ'I{ V