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HomeMy WebLinkAboutSewage OSTDS New-irrile COPY STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Jason Howard PROPERTY ADDRESS: 5116 Silver Oak Dr Fort Pierce, FL 34982 LOT: B BLOCK: SUBDIVISION: PROPERTY ID #: 34n9_7nn_nnro_nnn_F PERMIT .#: 66-SF-2219944 APPLICATION #: AP1612036 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1646073 [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 Seotic new CAPACITY A I ] GALLONS./ GPD N/A CAPACITY N I ] 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 [-I FILLED [XI FUND I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Site BM. Nail in CL of Rd, center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 19.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 4.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D ] O T H E R Iff -1.LL K6WU.LMY:1j: L SS.UU] INCHES EXCAVATION REQUIRED: [ 38.00 ] INCHES 1The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. SPECIFICATIONS BY: Brian J IngrailL, TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J Ingr , DATE ISSUED: 04/07/2021 t EXPIRATION DATE: 10/07/2022 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 AP1612036 SE1503495 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. STATE OF FLORIDA PERMIT NO. s DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: *;•��W SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: Iv'] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Jason & Maria Howard 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: B BLOCK: - SUBDIVISION: An el's Grace Plat g PLATTED: 2014 PROPERTY ID #: 3402-700-0002-000-6 ZONING: R I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 0.682 ACRES WATER SUPPLY: [ `( ,a PRIVATE PUBLIC [N#111'<=2000GPD [ l >2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5116 Silver Oak Drive, Fort Pierce, FL 34982 DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION [�/] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 RESIDENCE 3 1,854 2 3 4 [ ] Floor/Equipment Drains [ v( ] Other (Specify) GARBAGE GRINDERS / DISPOSALS Alexander J Piazza D'�'°''''`Pdb'°'`�"L'r`�" ON:a=US• SIGNATURE: Pj_ -U.MlIaL4°"+A0I410DI)M)l78fiQ7FJ7Oo01671fA­Ale Ale dctd ­2020•133007O4.30-k`M' DATE: 12-30-20 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL, SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Jason Howard CONTRACTOR / AGENT: Alexander J Piazza PSM Inc. LOT: B BLOCK: SUBDIVISION: ID# : 3402-700-0002-000-6 APPLICATION # AP1612036 PERMIT # 56-SF-2219944 DOCUMENT # SE1503495 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 [X]NO NET USABLE AREA AVAILABLE: 0.68 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 AUTHORIZED SEWAGE FLOW: 1700.01 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. Nall in CL Of Rd, center of proper ELEVATION OF PROPOSED SYSTEM SITE 19.00 [ INCHES / FT ] [ ABOVE / 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: FTNON-POTABLE: 74 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 33 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: Cr)TT. DRl1FTT.W TT.TL'(ADT.ATTTl1T.T 0- 1 [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 5/2 Sand 0 To 24 1 OYR 6/1 Sand 9 To 24 1 OYR 2/2 Spodic Material 24 To 35 1 OYR 4/3 Fine Sand 35 To 62 HOLE CAVING Refusal 62 To 72 ROTL PROFTTR TNFORMATTON CTgW. 9 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/2 Sand 0 To 4 10YR 5/2 Sand 4 To 26 10YR 6/2 Sand 12 To 27 1 OYR 2/1 Spodic Material 27 To 38 2.5Y 4/3 Fine Sand 38 To 60 HOLE CAVING Refusal 60 To 72 OBSERVED WATER TABLE: 45.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 9 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 9.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 38 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR512 matrix >10% with diffuse boundaries starting at 9" in SB1. SBi 19" below BM. S132 18" belo BM. SITE EVALUATED BY: DATE: 03/31/2021 Ingram, Brian ( e: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions Tn ch may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1612036 EID2219944 v 1.0.2 W. STATE OF FLORIDA. -; DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND SITE EVALUATION AND SYSTEM WE DISPOSAL SYSTEM SPECIFICATIONS PERMIT #. APPLICANT: Jason & Maria Howard AGENT: Alexander J. Piazza PSM, Inc. LOT: B BLOCK: - SUBDIVISION: Angel's Grace Plat PROPERTY ID # : 3402-700-0002-000-6 [ 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. l PROPERTY SIZE CONFORMS TO SITE PLAN: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 0.682 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [RESIDENCES -TABLE VOTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS34 [INCHES/FT ] [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? [ I YES [✓] NO WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE:75 FT NON—POTABLE:100 FT BUILDING FOUNDATIONS:5 FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [VI NO 10 YEAR FLOODING? [ ] YES I✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE ] MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE:40+ INCHES [BELOW F] EXISTING GRADE. TYPE: I PERCHED/ APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES ABOVE BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ l YES [ I NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [,/] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: ,S ysign y Alexander J Piazza ON: US, o=Unaffilfated,1 A01410D0000017256Q2F43000167FA, SITE EVALUATED BY: Dae:1202nd2.3007sa Date:zozo.lzaoo7e4:14.ozW DATE •-12-30-20 DH 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 10/18/2020 5116 Silver Oak Dr - Google Maps fvlapS 5116 Silver Oak Dr St. Lucie County -ire ; 3 District • Station 6 o F 7. NayRd., i Q WckaryrSr HiccoTyD. v Detcil Collins not'park o! S u d a lailin Johnson St. r VP AoWy St atliSi.' a _..._ .. . . 61U Silver Oek Drive arudLj st # = o t o o^ o o T a�121r v o vT . V QL 67eitonDr � �,u d o $ a g c Fort Pierce Savannahs C REt eayaiq stale Map data ©2020 200 ft E https://www.google.comlmapslplacel5ll6+Silver+Oak+Dr,+Fort+Pierce,+FL+34982/@27.3719454,-80.3125342.17zldata=!3mll4h1i4mFl.�mdl�en�Rariooft,��oo„t�aa•n..nn�, APPLICANT'S NA.Iti1E: Jason & Maria Howard LEGAL DESCRIPTION: Lot B of Angel's Grace Plat (PB 69, PG 38) 4 7 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..1.00-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 apublic 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. docs/ Porms/septics/SepticApppPage207 )g] ay�ea MA eaanaea3elxlxa ON:aU6,o Um lRated, Alexander J Piazza 00=h01410D0000017256C22Fd3D00167Fq cmAlennde Pi CERTIFIED BY: WW2020.12.3007:33S7.0300• FLORIDA PROFESSIONAL NO.: 6330 DATE: 12/30/20 JOB NO.: 20-6247 Page 4 of 4 Doi OWN �+,Z `y," J'.:4 k k.+3 r4-�Ilx i:..Rr i d ,.{ "3f'3'�'+ d-° Pr r.•.� +������ •^' '^t".S I�'.. i Ku s s r>y ••ra?'a q k / 1 w t =q t ,. t Is- �, r i �{S�1�,,•,fi.E tr . "a" 1: C jka:'S - . 1� Y�Y.1'r t - - : '�' - i :.. r 1 _ ��"- 4 1 r eia L.t E }P=rr3 ` :-"�'+}+�xxr3"�r•�. r i} +,•.r-3'ft-->—,r-�•agrnw" �a•tyos T N s 1 � '�. 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Custom Soil Resource Report St. Lucie County, Florida 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: ljpwd 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 transects of the mapunit. Description of Waveland Setting Landfonn: 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 4 inches: fine sand Eg - 4 to 32 inches: sand Bh9 - 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cg1- 53 to 66 inches: sand Cg2 - 66 to 80 inches. sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding. None Frequency of ponding. None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: CID Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 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 capacity. Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating. No Minor Components Salerno Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Electra Percent of map unit.- 3 percent 11 Custom Soil Resource Report 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 (G156BC131 FL) Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Jonathan Percent of map unit: 3 percent Landform: Knolls on marine terraces, ridges 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 (G156BC121 FL) Hydric soil rating. No 12 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5116 SILVER Parcel ID: 3402-700-0002- Account #: 177920 Sec/Town/Range: 02/36S/40E OAK DR 000-6 Map ID: 34/02S Zoning: RS-3 - Cou Use Type: 0000 Jurisdiction: Saint Lucie i County Ownership Legal Description Christopher Ryan Collins. ANGEL'S GRACE PLAT (PB 69-38) LOT B (0.68 AC - 29,621 5505 Hickory DR SF) Fort Pierce, FL 34982 ' Current Values Historical Values 3-year Just/Market: $33,700 Assessed: $28,616 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $28,616 2020 $33,700 $28,616 $0 $28,616 2019 $29,500 $26,015 $0 $26,015 2018 $26,900 $23,650 $0 $23,650 Sale History Date Book/Page Sale Code Deed Grantor Price 10-30-2020 4503 / 1527 0001 WD Howard Maria V $69,000 10-30-2020 1 4503 / 1527 0001 WD Howard Jason A $69,000 02-23-2016 3840 / 0637 0001 WD Bentley Susanne J $22,900 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF). Gross Sketched Area 0 (SF): '.t' r:# Land Size (acres): 0.68 Land Size (SF): 29,621 1 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt i All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. FND 4X4 CM "PRM LB 4276" FND 4X4 CM "PRM LB 4276" wl 0 LOT "A" ' (PLAT BOOK 69, PAGE 38) Oo \ SEPTIC > 75' N OF PL NO INTERFERENCE s01 FFE = 20.82 z U. IRRIGATION WELL I 6' WOOD FENC14�r E 0.5'" SET IRC 00 00 POWER POLE FND, IRGCA "PSM 63@35' 0' ���� 40.00 MITCHELL" S 9'59'07"E 300.00' OIFFSE I -10 Q> 17.22 .� 15.87 17.51 17.64 z< z o \ m a _O �?� X v PROPOSED 1" WATER, SERVICE 54.1 V' r lszea v 5 LLJ O m f- II o W Z> m 6 �v v Mr. N w w Q-j oh 00 7.67 M0r- LV pcn a co 1 mnr-r m C, J. 2w6_ I 2 0, liy;00�S -pp• ��m •w - t mWD D 00 P ' O � 6.83 �9.00' Ar/1 0 0 o- 40.00' "PRM LB 4276" LEGEND: (C) = CALCULATED (D) = DEED (M) = MEASURED (P) = PLATTED CM = 4X4 CONCRETE MONUMENT CMP = CORRUGATED METAL PIPE CNS = COULD NOT SET CONC = CONCRETE FFE = FINISHED FLOOR ELEVATION FND = FOUND IR = 5/8- IRON REBER IRC = 5/8- IRON REBAR WITH PLASTIC CAP PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT—OF—WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT 0 = DELTA OF CURVE 0 = SET 5/8" IRON REBAR WITH PLASTIC CAP 'AJP PSM 6330" N89059'07"W 300.00' LOT 10 BLOCK 25 VACANT INDIAN RIVER ESTATES UNIT FIVE (PLAT BOOK 11, PAGE 5) LOT 11 BLOCK 25 VACANT INDIAN RIVER ESTATES UNIT FIVE (PLAT BOOK 11, PAGE 5) 5116 SILVER OAK DRIVE [COMPLETED YPE OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC ON: 1 11-12-20 1 12-06-20 DAM- I REVISIONS: I BY K:\BUILDERS\DWG2020\20-6247.dwq, 12/30/2020 7:35:51 AM ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Bfltmore Street ® Port St. Lucle, Florida 34983 Phone: (772) 340-7770 LBm80 Fare (772) 340-2250 File Coo— �[04--Ooq MIN. S T CK REQ. FRONT SIDES g w CNR SI f,%-- 1� RF.AR 11z TP-CH. L LOT 35 BLOCK 25 INDIAN RIVER ESTATES UNIT SE` c UJ X (PLAT BOOK 11, PAGE 13) 115.78' w WELL LEGAL DESCRIPTION: 'a LOT "B" OF ANGEL'S GRACE PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 69, PAGE 38, OF THE 7 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. � LOT 36 BLOCK 25 SEPTIC IN FRONT NO INTERFERENCE j NO WELL INDIAN RIVER ESTATES UNIT SE (PLAT BOOK 11, PAGE 13) SURVEY NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO281 K, EFFECTIVE DATE FEBRUARY 19, 2020. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT B ASSUMED TO BEAR S00'00'53"W. 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN FEET. 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT FDOH in St. Lucie CountyVALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. .Environmental. ,Health 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS Site Plan Approved for Construction PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR Supersedes All Previous Site Plans for PARTIES. OSTDS 5f-?.21g94 & Well # Date: _ i►2 Revie ' r: " ` LAST FIELD DATE: 12-08-20 K:\BUILDERS\DWG2020\20-0247.DWG REF K:\ FLD BF/AT FIR. PG. JOB 20-6247 OFF AJP DATE 12-06 20 CKD AJP SHEET 1 OF 1 DWG C-1094 CERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. ®®�®®DOER iBDp990pp®�®�e� m �' ..e�Se N� ,a•• e TE Of Al I J(A SCRR0A PI Prof sonal Surveyo.�4 pper F I or e ,ti f_I aaig Nso 6330