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HomeMy WebLinkAboutHEALTH DEPT LETTER STATING SEPTIC IS ADEQUATE FOR ADDITIONp6,,,�1 a frd e ;� iI t-U EALqH Vision: To 6e 9� tkalthlest Sate in fte f August 09, 2021 Jared Modine 3564 NE Barbara Drive Jensen Beach, FL 34957 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1712656 Centrax Permit Number: 56-S17-01946 3401 Sneed Road Fort Pierce, FL 34946 Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 08/06/2021 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Ran oesonHs Governor SeoN h Rlvkees, Mtl State Surgeon General This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes: 1. the proposed remodeling addition or modification is not adding a bedroom; and 2, it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. 3. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (772) 873-4931. Sincerely, Brian Ingram Environmental Specialist III Department of Health in St. Lucie County plorldn RepaNment a(Naei<h I www.RaAdnhaalthAov in St. Lucie County • 5150 NW Milner Drive •Port Saint Wcie, Fbrida TWITTER:HealthyPLA 34983 FACEBOOK:FLDepartmentofHealth PHONE: (772) 873-4931 YOUTUBE: fldoh St. Lucie County Health Department r 6ialtx 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: n 56-SF-01946 BILL DOC n 56-130-5491796 CONSTRUCTION APPLICATION p: AP7�i2655 RECEIVED FROM: Jared Modine _ .__ AMOUNT PAID: $ 35,00 PAYMENT FORM: CHECK 1670 PAYMENT DATE: 08/06/2021 MAIL TO: Siera Feketa Legacy Legacy . 00000 FACILITY NAME : -"' PROPERTY LOCATION: 3401 Sneed Rd Fort Pierce, FL 34945 Lot: Property ID Riary i�, L� 7 u t l/�1i6 ,M 2228-411-0001-000/5 EXPLANATION or DESCRIPTION: 139 - OSTDS Application Approval Existing, No Insp Block: 1 QUANTITY FEE $ 35.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-51,39567 ___ STATE OF •' D• s DEPARTMENTOF ONSITE SEWAGE TREATMENTAND DISPOSAL APPLICATIONSYSTEM •• CONSTRUCTION APPLICATION O IT NO. DATE PAID: FEE PAID: RECEIPT #: [ ] New System [✓7 Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Siera Fekefa AGENT: tared Modine MAILING ADDRESS: 3564 NE Barbara Dr. Jensen Beach, FL 34957 TELEPHONE : 772-519-0558 ------------------------------------------------------------------------------------------ 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: PLATTED: PROPERTY ID #: 2228-411-0001-000-5 ZONING: AG 5 I/M OR EQUIVALENT: [ No j PROPERTY SIZE: 8.79 ACRES WATER SUPPLY: [ ✓] PRIVATE PUBLIC [ ]<=2000GPD [ i>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No j DISTANCE TO SEWER: FT PROPERTY ADDRESS: 3401 Sneed Rd Fort Pierce, FL 34945 DIRECTIONS TO PROPERTY: Orange Ave or Okeechobee Rd West to Sneed Rd BUILDING INFORMATION Unit Type of No Establishment 1 Single Family Residence 2 3 0 [ ✓ ] RESIDENTIAL �ttiTiSdiSwf7Nial• No. of Building Commercial�Institutionai System Design Bedrooms Area Sq£t Table 1, Chapter 64E-6, FAC 2 1276 [ ] Floor/Equipment Drains [ ] Other {Specify) Jared p ,tVl{o -iIt 111e Digitally signed by Jared Modine SIGNATURE: Date: 2021.07.2913a0:15-04'00' DATE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Paqe 1 of 4 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address:3401 SNEED Parcel M:2228-411-0001- Account a: 12677 SeclTown/Range:28l35S/38E RD 000-5 Map ID: 22/27X Zoning: AG-5 Count Use Type: 0200 Jurisdiction: Saint Lucie County Ownership Legal Description Steven L Wothers 28 35 38 N 1/2 OF N 1/2 OF NE 1/4 OF SE 1/4-LESS SNEED Eileen R Wothers RD Rf W AND LESS N 37 FT- (8.79 AC) (OR 3764-2049) 1820 S Brocksmith RD Fort Pierce, FL 34945 Current Values Just/Market: $194,400 Assessed: $194,400 Yenr Exemptions: $0 Taxable: $194,400 2020 2019 2018 Date 06-25-2015 04-23-2015 01-03-2007 View: Year Built: 2000 Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Historical Values 3-year hrst/Market Assessed Exemptions Taxable $194,400 $194,400 $0 $194,400 $1775400 $34,044 $25,000 $9,044 $1705500 $33,410 S25,000 $8,410 Sale History Book/Page Sale Code Deed Grantor Price 3764 / 2049 0112 SP Federal National Mortgage Assoc $18%900 3738 / 2626 0112 CT Noble Vena E $0 2740 / 1252 XX00 WD Ryan Robert T $320,000 Primary Building Information Finished Area of this building: 924 SF Gross Sketched Area: 1,344 SF Roof Cover. Frame: Story Height: I Story A1C %: I DO Heated %: 100 Sprinkled %: N/A% Exterior Data Roof Structure: Grade: MANH No. Units: I hxerior Data Electric: Heat Type: FrcdHotAir Heat Fuel: ELEC Building Type: MHA Effective Year: 2000 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air (SF): Gross Sketched Area (SF): Land Size (acres): Land Size (SF): Total Building Count: Special Features and Yard Items Type Qty Units Year Blt UTILITY FAIR 0 t00 1999 UTILITY FAIR 1 320 2010 924 1,344 899 382,892.4 1 All infom�atioo is believed to be correct at this time, but is subject to chnnge and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. t jr t DESCRIPTION THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 38 EAST, LESS THE RIGHT-OF-WAY FOR SNEED ROAD AND LESS THE NORTH 37 FEET, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MILLINGS DRIVEWAY 10'X14' METAL SHED METAL MOBILE HOME/ / (TO BE REMOVED) WOOD DECK / COVERED WOOD DECK PORCH 0.4 23.0' (TO BE REMOVED) C WOOD DECK 1 1- fee i I \ w z SEPTIC TANK 4CONC. A/C PAD x x W K U' m m Tx x FOUND 5/8" IRON ROD & x HOG WIFE FENCE x STAMPED "RLS 2331" x -_...x x1j DETAIL "A" (EXISTING CONDITIONS) SCALE: 1 "=100' FENCE COR 2.9' SOUTH FOUND 3"X3" CONC. MONUty 2.33' SOUTH 0.22' WEST ryb'y NORTH S I * LUCIE RIVER WATER CONTROL DISTRICT x x x x x x x x x x x x x x x x x x x x -- NA1 NCI, a ry90 - - -- S89'39'27"E 1291.59' x x x x x - FOUND 5/8" IRON ROD & CAP ryao° rya (NO IDENTIFICATION) x ryry6 O6 x U 0ry 1 z m^ ryob POND e pp x x x x x L 9b¢pF' ry,� oa 0 �A O ry x O I I N � O O 01 x d x M I 04 d• p^ IW wl Nx 8.71 ACRESf O ofI J x Z O w v d x x x H I FOUND 5/8 IRON ROD &CAP (NO IDENTIFICATION) x FENCE CORNER ryryp� 0.17' EAST ^0 1.2' SOUTH FENCE CORNER _. x x - 0.3' NORTH N8 '40'00' W 1291. 4' 1.2' WEST TAX PARCEL ID: 2228-411-0021-000-1 (OCCUPIED) SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE LEGEND PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). O.R.B.- OFFICIAL RECORDS BOOK 3. THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE - CENTERLINE 38 EAST IS ASSUMED TO BEAR NORTH 00'15'20" WEST AND ALL OTHER BEARINGS SHOWN P - PLAT HEREON ARE RELATIVE THERETO. JMD - MEASURED - DEED 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, C -CALCULATED UNLESS NOTED OTHERWISE. L.B. - LICENSED BUSINESS 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT, CONC.- CONCRETE 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT, C.M.P.- CORRUGATED METAL PIPE 7. FIELD SURVEY LAST CONDUCTED ON MAY 27, 2021, INV - INVERT 8. OVERALL PARCEL CONTAINS 8,71 ACRES, MORE OR LESS. EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING P.U.E.- PUBLIC UTILITY EASEMENT PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR D.E.- DRAINAGE 'EASEMENT PARTIES. CHU - OVERHEAD UTILITY LINE 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, `4- WOOD POWER POLE OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. c.00R: CERTFIEDCORNER RECORD 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN, # - WOOD LIGHT POLE 12, ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM ®- ELECTRIC METER OF 1988 (NAVD 88). I.D. - IDENTIFICATION �- TELEPHONE RISER 13. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT M.E.S.- MITERED END SECTION DETERMINED AS PART OF THIS SURVEY. (8} - CATV RISER BED TY IS HAVING A14m BY RAPHIC FLOOD ZONENG ONLY, DESIGNATION OF 1YI, ACCORDING TO THELOCATED WITHIN AN FEDERAL EMERGENCYREA HDQ- FIBER OPTIC CABLE PEDESTAL E- HIGH DENSITY POLY ETHYLENE PIPE MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 9 - OAK TREE 1211 1 CO150J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION R.C.P.- REINFORCED CONCRETE PIPE SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION, GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 50' ft. o 0 W 1n of Z z N ORANGE AVENUE (SR 68) of ST. LUCIE COUNTY O o � SITE Lil W Z (CR 70) NORTH LINE SOUTHEAST 1/4 SECTION 28/35T •(BEARIN,G �A1 � N01520 W x NORTH X7' x4' HOG WW�RE FENC� x x x x x ryry� N89'44'40"E x FENCE 1.2' E I C•VVIVU .7/O IICVIV KVU t x (NO IDENTIFICATION) 2" WELL I 0.59' EAST X4' HOG IRE FENCxF (____ x x -I, x x x I x x -��o �S x I Pq \ Iw ply o� MILLINGS DRIVEWAY GATE \ oia ryryy/ %ry6 /oa i ASPHALT DRIVEWAY 1O'X14' METAL SHED % 1' ry`%, x xry CD ryry10 xryry0 h X 282.4' 0.0 38.7' .0 PROPOSED 1 STORY M o o a \ yti / C.B.S. RESIDENCE n PROPOSED 10'X18' rytia 0.0 38,7' 0 rymOpO GRAVEL PARKING ' ry x X �m EXISTING ry ryry I SPACES(2)col ry" SEPTIC o° v TANK I . ryry 1 � r �, I % 6 x 1 I ryry. w I CD I x z m �'�SEE DETAIL "A" FOR In o m I N a 1 EXISTING CONDITIONS Lu \ =x I W O L-_J my / FOUND 5/8" IRON ROD & CA In x x ' x 4' HOGxWIRE FENE ryryb� STAMPED "RLS 2331" x \ / 4 HO WIRE FE G€ - - FENCE CORNEF 2.9' SOUTH FOUND 3"X3" CONC, MONUMEN' 2,33' SOUTH 0.22' WEST LOCATION MA (NOT TO SCALE) i- - 1 1 = d o 0 O m ti a a (n O m 1� • U m Q�3 Z o iEAST 1/4 CORNER SECTION 28, TOWNSHIP I 35 SOUTW, RANGE 38 EAST PER CERTIFIED CORNER RECORD NO, 105660 FOUND RAILROAD SPIKE A i ryy. BENCHMARK NO. 1 0 MAG NAIL & DISK STAMPED "LB 7805" at1 '� ry�6 (ELEVATION 23,40 FEET (NAVD 88) W ,� U I M r3 I I _ N to a � O fOfpp II � ( O 2 O� ry"y m 3 O o ro N to ( U w W IL w to 2 Nc i} N M. C� W 0 O N = 2 Ln C M z c MIS m zI� I 0 0 < 1 _ � a c N c w ,y ( ti N BENCHMARK NO, 2 a� ry W' STAMPED NAIL & DISK _� STAMPED "LB 7805" ELEVATION 22.74 FEET (NAVD 88) I NI I of I w• I 40' I ' i ( 0's o@5¢ �O _ 12 0 0 v N v Z E Rej (Da U) o Q c c o � U O O �j cA o Q a u. m D: SA SURVEYOR'S CERTIFICATE i HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, CERTIFIED TO TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND SIERA FEKETA BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS BECKER & POLIAKOFF, P.A. AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION SOUTH STATE BANK, NATIONAL ASSOCIATION 472.027, FLORIDA STATUTES. QRI /� N D (� r`"1 Digitally signed by B91ANCKIEBNAN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CIVILSURV DESIGN GROUP, INC. DN:c USo=0141a, �1,,// dnCluallBer=A01410D000001787E913 �C I E R N A N Date: 2021072914:54: 9--0400NAN BY: BRIAN C. KIERNAN DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 1 OF FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS. 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. FLOOD PLAN KEYNOTES: 1. 22"x30" RO MIN ATTIC ACCESS PLAN" Pill Film'SPIONED v, I 1 I - I I I I I 1 PORCH 2 I I I I I '4 1/2" 5'-7 1/2" 5'-7 1/2"It 6`-4 1/2" 4' 1 I 3.0 6.2 3-0 5.2 3-0 5.2 3.0 5-2 1 3-Ox6-8 !\ I \ cc ep BR1 BR2 y 2-64-8 2-46-6 8' 5' T-9` 4'-91144 BA1 BA2 Ywflaw ( N r w � l N it SK, 'd0" .6�� -8„. N`,... 1— ..J 12-10 1/2" � "EE N ! UTL arrmn, jIt I :DR:E] \� AHU HWH O S M RF O )0 u X), "' 14'-3" 4' LIVING KITCHEN w 2 d % F m x N pantry 777 I 6.04-0 3-0 8.8 3-0x6-2 It I 6'-4" 10'-8" I I � ( I I I I I ( PORCH 1 I I x^'.------------- ------------- ,X: -------------�,�:? I I 91.811 �3333'LOIDIR PROJECT SPECS: 1. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG, PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES, 2. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT SLOPE AS PER ELEV METAL OVER (2) LAYERS 30# FELT OVER 5/8" COX PLY OVER PE _ WOOD ROOF TRUSS AS PER FRAMING PLAN. PE TRUSS AS PER FRAMING PLANS• INSULATION AS PER PROJECT SPECS SEE FRAMING PLANS OR CONNECTOR SCHEDULE METAL DRIP OVER PT WOOD DRIP OVER 2x6 CEDAR FASCIA TO TRUSS ENDS W/—► (2) #16d NAIL-, -4"TRUSS HEEL SOFFIT: STUCCO OVER LATH LINTELS PER DOOR/WINDOW/LINTEL SCHEDULE STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC- 1/2" OR 5/8" GWE OVER OVER 3/4" FURRING STRIP. WALL REINF AS PER NOTE 16.8/GN-1. DOWELS PER NOTE 17.2 GN-1. PROJECT SPECS: A-i GENERAL NOTES: GN-1 FOOTING PER FOUNDATION PLAN & FOOTING SCHEDLE- REINF PER ' FOOTING SCHEDULE GRADE AS PER SITE PLAN PROJECT DESCRIPTION NEW 1 STORY SF RESIDENCE, ZONING INFORMATION: a)PARCEL ID: 2228-411-0001-000-5 AG-5 (ST LUCIE COUNTY) FLOOD ZONE: X UTILITY INFORMATION: gas: nla sewage: extg septic potable water: extg well AREA CALCULATIONS: conditioned living area 1,276 sf porch 1 264 sf porch 2 330 sf total building area 1,870 sf conditioned volume 10,208 Cif FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Constructiortgo 9 (& This Approval Does Not Guarantee Perfor ance oft System Reviewer: — INk}8f>&`FZf�'1�ilfltElkiiNM,UlA61Y171i111 S- A EE ELEVS 1 /2" OR 5/8" GWB OVER WOODYPE TRUSS BC. CONT CMU BOND BEAM TOP (2) COURSES W/ #5 REBAR EA COURSE MONO STEP a OPTIONAL CJ/EJ `' °. MONOD.CURBIRECESS p: '�YR 1'�l%�►��.L SECTIOIN '�'� 1dU„�LL LEGEND SOG/FILL/COMPACTION PER FOUNDATON PLAN AND NOTE 17/GN-1 THICKNESS ON PLOOR Ip DESORPTION SPECS PLAN ;� REINFORCED CMU WALL SEE TYP WALL SECTION 9" W/ FINISHES nnXl REINFORCED CMU WALL SEE TYP WALL SECTION BitW/O INT FINISH n' REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE PROJECT SPECS ON A-1 4.5" LOAD BEARING 2x4 WALL N/A NONE PRESENT 4.5" FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Constructiortgo 9 (& This Approval Does Not Guarantee Perfor ance oft System Reviewer: — INk}8f>&`FZf�'1�ilfltElkiiNM,UlA61Y171i111 S- A EE ELEVS 1 /2" OR 5/8" GWB OVER WOODYPE TRUSS BC. CONT CMU BOND BEAM TOP (2) COURSES W/ #5 REBAR EA COURSE MONO STEP a OPTIONAL CJ/EJ `' °. MONOD.CURBIRECESS p: '�YR 1'�l%�►��.L SECTIOIN '�'� 1dU„�LL LEGEND SOG/FILL/COMPACTION PER FOUNDATON PLAN AND NOTE 17/GN-1 THICKNESS ON PLOOR Ip DESORPTION SPECS PLAN ;� REINFORCED CMU WALL SEE TYP WALL SECTION 9" W/ FINISHES nnXl REINFORCED CMU WALL SEE TYP WALL SECTION BitW/O INT FINISH n' REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE PROJECT SPECS ON A-1 4.5" LOAD BEARING 2x4 WALL N/A NONE PRESENT 4.5" �