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HomeMy WebLinkAboutApplication For Construction PermitSTATE OF FT,ORIDA PERMIT No.2� - - j DEPARTMENT OF HMA T8 OPiSITE SEWAGE TRF.ATNJM'gpT AND DISPOSAL DATE PAID: PAS:SYSTEM APPLICATION FOR CONSTRUCTION PERMIT RECEIPT #: �jc�z✓,3��,2 APPLICA [ g] New Syst C 7 Existing System [ L 7 Holding Tank [ ] Innovative [ 7 Abandonment [ ] Temporary [ ] APPLICANT: Maronda Homes AGENT: Brian Davis Septic & Backhoe Services TELEPHONE: 772.571.8200 MAILING ADDRESS: P•0 Box 99, Felismere, FL 32948 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' 20 BLOCK: 127 SUBDIVISION: Lakewood Park PLATTED: Fire �7z PROPERTY ID #. 1301-612-0201-000-5 ZONING: P, I/M OR EQUIVALENT: [ Y / 7 PROPERTY SIZE: 0.27 ACRES WATER SUPPLY: [n; PRIVATE PUBLIC [ ]<=2000GPD [ 1?2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N DISTANCE TO sEWER:2rGUo 1 ET PROPERTY ADDRESS: 7007 Fort Walton Ave Fort Pierce FL DIRECTIONS TO PROPERTY: Turn R On US Highway 1 BUILDING INFORMATION [�] RESIDENTIAL [ ] COMMERCIAL, Unit Type of No, of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1 Chapter 64E-61FAC 1 House 2 3 1443 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) / SIGNATURE: DATE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6,001,.FAC Page 1 of 4 v�tHE . °�. STATE OF FLORIDA { DEPAPMENT Or PERMIT . HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT. Maronda Homes LOT: 20 127 AGENT: Brian Davis Septic & Backhoe BLOCK: SUBDIVISION.. Lakewood Park PROPERTY ID #�; 1301-612-0201-000-5 [Section/To— slip/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, r-r�nT•TH DEPARTEMEB7T EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL FAf`u PAGE OF SUBMITTAL, COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE pI,A�: [� TOTAL ESTIMATED SEWAGE FLOW: J -" 7 YES � 7 NO NET U ,F'3G 2 5 AUTHORIZED SEWAGE FLOW: f, GALLONS PER DAY �H UNOBSTRUCTED GALLONS PER DAY /OTHER-TABLE27 AREA AVAILABLE: 1500 GPD/ACRE R 2500 GPD/ACRE] �SQFT UNOBSTRUCTED AREA `t ` nn RED'_ (�T' _SQFT BENCHMARK/REFERENCE POINT LOCATION: %L`OLa 0, n ELEVATION OF PROPOSED SYSTEM SITE IS r TTT�trc o �ts �J �J _ �•...�Y,c�s.�tcrrmRENCE POINT THE MINIMUM SETBAcmWHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/ S: WELLS: PUBLIC: FT LIMITED USE: FT-yXoRMALLY WET? L 7 YES 7 NO BUILDING FOUNDATIO S: DITCHES/ PRIVATE:_1. S FT NON-POTABLE:F Q� FT PROPER LINES: T S _FT POTABLE WATER LINES: -FT SITE SUBJECT TO FREQUENT FLOODING: C 7 YE � [� NO �, NO 10 YEAR FLOOD ELEVATION FOR SITE: 10 YEAR FLOODING? C,I YES FT MSL/NGVD SITE ELEVATION:��FT MSL r/NGVD EPTH • TO ._ TO S TO S 2 TO TO L TO �- TO-7Z TO USDA SOIL SERIES: !FORMATION SITE 2 TO TO USDA, SOIL TO SERIES : OBSERVED WATER TASON -j-3 nTcHES EABOVE % LOW EXISTING GRADE. TY ESTIMATED WET SEASON WATER TABLE ELEVA ION. CHED �gii�E HIGH WATER TABLE VEGETATION: INCHES CA80VE / LOW EXIS L 7 YE5 [ 7 NO MOTTLING: I� YES C 7 NO DEPTH: 1/ INCHES SOIL TEXTURE/LOADING RATE F{}xR SYSTEM SIZING: U DRAINFIELD CONFIGURATION: C, V TRENCH DEPTH OF qT4%7 ON:� INCHES RUblARKS/ADDITIONAL CRITERIA: C 7 BED C ] OTHER (SPE // a i � � ► l7u �i � Qj 2 , SITE EVALUATED BY: C-&r.L D6p:�� DS 9015, 08/09 (Obsoletes Previous editions which may not be used) Incorporated: s, � FF0\ • �� \ age 3 0£ 4 C TYP. 1' RECIRCULATION LINE BACK TO EXISTING HEADWORKS IN PUMP TANK (15.18 OF SEPTIC RECIRCULATION RATE) SYSTEM TYP. 1' DISCHARGE LINE FROM - HEADWORKSIN PUMP TANK GROUNDWATER FLOW LOT 6 OCCUPIED BLOCK SHOWN OCCUPIED NO WELL WELL < 75 FEET FIP 1" (NO ID) TYP. EMITTER TINES (2 024' AND 4 ®JS') > 24' SEPERATION NETAFlM 'VINYZENE FREE' MODEL #OBWRAM.9-12500 GPM 3.81 PROPOSED 376 SF GRIP ORAINFlELD WITH 554 IFOPEN AREA (EFFLUENT PLUME AREA) <�O AIR RELIEF VALVES ��I EX 57 NC N f O LOT 20 SYSTEM BLOCK 127 (A � LOT 7 BLOCK 127 tT1 OCCUPIED OCCUPIED 3.5 SEPTIC SHOWN NO WELL < 75 FEET ' 3 I -,? FIP I" 9 (NO 0) SIRC 1/2' OccupIED DRAINFIELD: SPECIFICATIONS SEPTIC SHOWN NO WELL G 75 FEET DMWFIELD SIZE REQOo 3785Q. FT. UNOBSTRUCTED AREA RECTO = 504 SO. FT LOT 20 UNOBSTRUCTED AREA PROVIDED •554 SO. FT BLOCK 127 2 DRIP LINES PROVIDED 024 FT.AND 4 LINES @35 FT. I OCCUPIED DRIP LINES TO HAVE GREATER THAN 24"6EPERATION, FFE 23.10 ONE EMITTER I2 O.C. X 2 SFFEMITTER-378SF DRAWFIELD PROVIDED SITE BENCHMARK #1 ELEVATION = 21.00 (NAVD '88) _ I.2W52'E 131.811(M) rAEROBIC TREATM E THIS DRAW1NSTEM. TRASHJIRA 0. �2 tb X PROPOSED RESIDENCE 8 7007 FORT WALTON LV7' AVENUE • FFE-23.50' ^-- 6.7' b \ "LB 6912" $$ERG 'V -- -• .. P T 6LE WELL OCCUPIED SEPTIC SHOWN NO WELL < 75 FEET LOT 8 V. \��� BLOCK 127 \ occuPlED I EGAL DFSCRIPTION: LOT 20, BLOCK 127, LAKEWOOD PARK - UNIT 10. ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE(S) 29A THROUGH 29D, OF THE PUBLIC RECORDS OF 5T. LUCIE COUNTY, FLORIDA. /yBd � 1 `2X `2X t T I SITE BENCHMARK #2 J ELEVATION - 21.05 (NAVD '813) V) 2127 DO BLOCK CA %D OCCUPIED 122.34 all FFE .A oIO OCCUPIED SEPTIC SHOWN Sl]psl NO WELL < 75 FEET EXISTING SEPTIC SYSTEM • APPROVED TRASH TANKS FOR AOUANRE AA5CO3 AA%O h MWO BYHEMS 1. INFILTRATOR W540 2. BOTH WULTTAXX MODEL RMT-500 OCCUPIED 1 SEBWNG 501RC TANK )OOU33ALDNB CA 1. SURING SEPTIC TANK 450I03RL3N8GT4 NO OBSTRUCTIONS a SEE SEPTIC TANK 75OLD311.311B CAT3 6, SE HMO SEPTIC TANK 90GD31U3NB CATS < 75 FEET EB7. SRNG SEPTIC TANK IO90LDWLMB CATS A. HORKESCO 300 LOW PRORLE 9. NORWESCO 225 LOW PROFILE APPROVED TRASH TANXS FOR ECOPOD U13-11-WINS. SEPTIC BENCHMARK I. INFILTRATOR N540 FIP 1 7. R07H HIILITAME MODEL RMT-500 1 SEDAN O SEPDO YANK 750LD3RL 9 DAM (NO ID) 4. SEARS SEPTIC TANK SOOLD3RUNB GT3 a SMANG SEPTIC TANK IOSOU )NL3NB CATS APPROVED PUMP TANKS MR FIOUAAUE A450q FABOO, AS500 AND ECOPOD E-50-N-MI060 SYSIEIIS. S I. INFILTRATOR W54O ® 1 RO1N MULTITANK MODEL RUT-500 1. SEARS SEPTIC TANK 4SO10 RLL3NB GT4 I-3 a a ING SEPTIC TANK 75OLD3RL3N9 CAT) B. SE AMC SM71C TANK 9DM03RL3NB CAM I` a 7. SEBRING SEPTIC TANK 10501D3RL3 CATS B. NORWESCO 300 LOW PROFILE ES INV 19.2 ::4 (, DN+ S. NORSESCO 225 LOW PROFILE 'U y GENERAL NOTES 1 E-3 ETI 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. 0�-• ? "L, A 2. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 3, THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. + y 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OF RIGHT WAY AND/OR EASEMENTS OF RECORD. ' n OCCUPIED 5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY b a NO OBSTRUCTIONS < 75 FEET CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOUTERS HAVE NOT BEEN LOCATED. ��' •�Z C+' 6. BEARINGS AND DISTANCES SHOWN HEREON SUBSTANTIALLY AGREE WITH THE PLAT UNLESS OTHERWISE NOTED , THE BEARING SYSTEM SHOWN 3.0 HEREON IS BASED ON THE LINE INDICATED BASED ON ORES I REFORM. 7. INFORMATION OBTAINED FROM PLAT OR DEEP. I B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL PROPOSE GROUND DISTANCES AND ARE REFERENCED TO U.S, STANDARD MEASURE (U.S. SURVEY FEET). POTABLE WELL 9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DO NOT REPRESENT THE FINAL DESIGN UNLESS APPROVED BY ih THE GOVERNING MUNICIPALITIES. 10. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MpE • MAP NUMBER/211100070 J, DATED 2-I6-2012, THE ABOVE DESCRIBED PROPERTY LIES IN ZONE X. • 11 THE PROPOSED ELEVATIONS AN➢/UR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. TO➢0 N. SMITH, PE, INC. TAKES NO FIR 1T RESPONSIBILITY FOR THEIR CORRECTNESS. THE (NO 1 Ell ) PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE CONVENIENCE DF THE CLIENT IN THE PERMITTING GS.G P80CE S THROUGH THE LOCAL GOVERNING MUNICS. q .t2 I?FSUB TO MATCH LOT S130DING (BAHIA, LORA7AH OR ST.OUSE CERTIFICATION: I HEREBY CERTIFY THATTHE ENGINEERING FEATURES OF7HIS OH in St. Lude County AEROBIC TREATMENT SYSTEM HAVE BEEN DESIGNED OR SPECIFIED BY ME AND CONFORM TO ENGINEERING PRINCIPLES nvironmental Health APPLICABLE TO SUCH PROJECTS. IN MY PROFESSIONAL JUDGEFRAy4��L�tyFT�THIS SYSTEM, WHEN PROPERLY CONSTRUCTED, n Approved for Construction QRR 11iHiANd�F04TA1NED. WILL ACHIEVE THE ESTABLISHED es All Previous Site Plans for GccuPIED ��`'�15°FfiM P O AND jFFLORIDALY WIN ALL AND HE RULES I F�THE M� •-ayZ7i'73 & Well #$'9-7i11t NO OB75 FEET,, "(TTJiFgP71`y1Es, MARONDA HOMES 7007 FORT WALTON AVENUE FT. PIERCE, FLORIDA 34951 TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BOULEVARD SUITE 302 VERO BEACH FL. 32960 I Ph. (772) 559-3699 tnspe@bellsouth.net LEGEND -11 ::': • ' G��� CONC CONCRETE FCC POINT OF COMPOUND CURVE CCHP ASPHALT NATIONALCOATED CORRUGATED ME CA PLACENT PB PLAT BOOK A I POINT OF RECORD DATA HAW NORTH AMEMMODMLTIVFADCAL DATUM OF�7eC$Tilll COP EDGE OF PAVEMENT ¢0 INDICATES GROUND ELEVATION PUAOE FUBUC VIWTIES h DRAINAGEMEAL EASELEHT CAR OFOCUI RECORD BOOK �. INDICATES SURFACE WATER FLOW � INDICATES PROPOSED GRADE PC PAGE A INDICATES NA1 OR HALL AND DISK PLS PROFESSIONAL LAND SURVEYOR R•¢, POWES POLE Y WF WOOD FENCE CLF CHAIR LINK � a ELEVHIS REGISTERED I ON (YERDCALRCONlR0.j -OR- OVENNEAD WREB WWF WOFF WRE FENCE BA BDILD NG SEiBAOL LINE O CORSICA MARKER RECOVERED µM WATER METER POC POINT OF COMMENCEMENT MANOR SIT SS SANITARY SEWER POB PINT OF BECVWINC FOR PERMANENT CONTROL POINT UB URUTY BOX BM BENCH MARK PC POINT OF CURVE S/W SIDEWALK CB CONCRETE ELM PT P ST OF TANGENCY CONCH HEAIR PAC POWTOFREEVVERSECURVE Ff FIN SHFLOM MONU"�T l'hPl ljl DN RODE U '106HTIF7cov LB LICENSED BUSNE7 L LENGTH OF ARC URED PINT PAESMENT R RADIUS OF MAW AGE RANGE SEC. SECTION MP, TOWNSUP CVCOWREO Nip NAILANNDDISKEG i BY DATE INK SEAL OF AFLORIDA SCALE 1" - 20' DESIGNED BY: INS DRAWN BY: .HIS ENG. PROJECT #21092 DATE: DECEMBER 2021 PACE 1 OF 1 3 d e to 0 0 C1111111]���OI 1111'C111111111 IIIL'11111111111L1 JI1111111110 �► e ` - 2 3 .. a c �• IE _ Ouuu o Vr _ nuuu-ouunmllul7� � 2r Gfnoi i oeelall�lwlaln +:rl FDOH in Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS #—'65F-2 Z--'ry7 Date: 12 9/ G 2 _ FLOOR PLAN ©mom C_ OEM ��mw�mW vemua mw°vxanoim.uiTPwiW.o °wumw BEMDlWILYENL216OM1�T]6�'xel W +uErnor°nwrlcln IFA TABULATION A G1. �:' HOMES ro:uu n.l 3.0 FLOOR PLAN T6LOZ912S ELZ99LTdK V'T'T £ 3o T abed ova '£00'9-359 :pagesodaooul (pasn aq you dew goitiM suoTgrpa snoT-Aazd TTe sagaTosgO) 60/80 '9T06 Ha £z0z/6z/90 : szfea Holx%miaxs 20Z/6z/U : asnssl Siva u�i a5ul C uetig aFIO aionl 3S III gsTTsioadS TeguasuosTAug :3*ISIZ �Qs �, s�� (J :xS aaAoaaav sogoe-r:4uo0 xuez oigdaS aeleiaN (/ sines ueizg : s'ISIz : xs SHOIZFi0I3I03dS �enadde leug o; joud painbe, nlylo aoi;ou ua;;uM pue ';oej;uoo �gua aoueua;uiew ';[woad 6ui;ejado n.Lv 'u6isap Jeaui6ue y;iM;ua;s[suoo s;uauodwoo lie pe;sul ';uanLp 96ennas 6ui;nqu;sip jol elge;ins se pagpiao aq;snw sdwnd 'buwsOG 81l 6uiwlo}J9d *pd6 00£ jo mog pa;ewi;se [e;o; a jo} '(woapaq jad Z) suosiad 9 ]o huedn000 wnwixew a y;inn swoapaq £ jo] pazis si wa;sAs ayl SERDHI [ ] :azaxnasa HoImvABoxa SZHOxl [oo•iF] :asulnasu uau: s H z 0 a a XRIOa 30N3iisa3a/xa OHsg[ MO'I39 se0gVz) [ Z3 FSMMAIII [ 00'9 ] HE oz a'Izimmaa ao waimos S MRIOa TK5ffZET SAOeV ] [ sa s3HOHI ) [ 00'9 ] szlS MISXs aasoaoxa aO HOILIVAHUS I ld;saM @ pea ]o -10 :xaumousg ao xOIIVDO'I a x [ ] aag [ ] Housuz [x] :uOlzV=IaNOD I abmcx [x] ci=ia [ ] auvaRvIs [ ] :Pmsxs saxz v szszsxs y/N zssa zavnas [ ] a zzzszsxs 009Z6-6TVVHM80JwBe4aN ism sklvnas [ 9l£ ] a [ 4 ] sd—ay SUH 5z ass sasoa[ 9 ] 0 SHOU ao[ 00'05 ] xzxovaeo xHVz musoa SuoTIVD [ 5zz ] x [SNODUVS OSZT:XMVX 3'IOHIS xzI0YdV0 HQWIxVK] xzIDVdYO aozasOaszNI sSYZEO SNOIJUVO [ ] H xzlovdvo V/N aao / sxOTIVD [ ] v xzloeavo n-L 1009S`d jo 'OO9b'b' OOSb b aao / sxoTiw [ OOh ] z suoxzeolaimas auv xolsaa xassxs 'xzasaoua SIHz ao zNsriao'iaMa 'HOa asalnasx oNlzzlNusa Mmou ao 'szxzs 'Tausasa aaHMO HZIM soxeiadRoo rioaa Mmvoxlaav sxz aawaxa sou saoa xiRaaa sills ao soAmssl -aIOA aRY TIM HUVR oxxsg lIKHHa SIHz NI zznssa xVz sNOIMVDIaICON HMS -HOIIVolzaaw zlmzd sxz xaICIOR oz sxaolzady aHz sulnasu 'LIUMEd SIHz ao HD"aSSI aoa SIS` E V sV amass HOIHM 'szova mivax%R HI a0KVH0 xHe *aRiz ao aorusa 0laloaas 71M aoa soxvmoaasa xaozOv3sIses aaMRiVfJD ZON SHOa DaISXS aO TdAOaddV zHswzaVdaa '0'B'a '9-an aszdvHo a" ''S"a 'S900-TB£ HOIZOSS ao SaavaRVLIS aRv SNOIlvoialoads HSIM 3JHKa2iODDV HI aason uzsxoo as zsrm xamsxs [aseRM ai xez ao] NHEMx 'I=Va 'ZONVE 'aIHSHMoz 'NOIzOSS] V99101Md `# zNallmOa :# sala0su CIvcT aaa area sLva £LZ99L 6dV : # xo,mvo3:'Iadw £16ZZVZ--AS-99 `# "Had 9-000-60z0-z69-10£b :# aI xzaaaoaa Ted poonnaNej :HOISltaMaS LU :xoozg OZ :,IOU L9617£ ld 'Gould P0=1 any WPM POd LOOL : sssuaciv xzasaoaa (sawoH epuoJeW)-xLbml'Iadv MaN SCUSO :aoa Liumaa xolsonazsxoo Nazsxs gVSOdSza UNV-lWdKMVHxz Hf)Vl4Hs RMISNO H.%TVaH aO mmapmuvasa vanama ao amvis 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. Theaddress 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. Z1SE STATE OF DEPAR7'MELaTLOFIDiiEALTB PERMIT NO.� ORA �� DATE PAID: ONSITE SEWAGE TREA,TNENT AND DISPOSAL FEE PAID: SYSTEM APPLICATION FOR CONSTRUCTION PERMIT RECEIPT #: r APPLICA [ g7 New Syst [ J Existing System [ J Holding Tank [ ] g [ 7 Innovative [ 7 Abandonment [ ] Temporary [ J APPLICANT: Maronda Homes AGENT: Brian Davis Septic & Backhoe Services TELEPHONE: 7 7 2. 5 7 1. 8 2 0 0 MAILING ADDRESS: P.0 Box 99, Fellsmere, FL 32948 TO BE COMPLETED BY APPLICANT OR APPLICANTfS AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT I5 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: 20 BLOCK: 127 Lakewood Park !� SUBDIVISION: PLATTED: PROPERTY ID #• 1301-612-0201-000-5 ^^ ZONING: R I/M OR EQUIVALENT: [ Y /(.] 0.27 PROPERTY SIZE: ACRES WATER SUPPLY: (gjPUBLIC [ ]<=2000GPD [ 7?2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / DISTANCE TO SE'WER:14000 t- FT PROPERTY ADDRESS: 7007 Fort Walton Ave Fort Pierce FL DIRECTIONS TO PROPERTY: Turn R on US Highway 1 BUILDING INFORMATION Unit Type of No Establishment 1 House 2 (y] RESIDENTIAL [ ] COMMERCIAL No, of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 3 1443 �� S 3 4 [ 7 floor/Equipment Drains [ ] Other (Specify) SIGNATURE: l Zj DATE; DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 ?"9ir:paleiodionul (pesn eq ;ou &12M gotq,A suorgipe snotne=d se�e[osgp) 60/80 'SIDb HQ � � � % � xS Qa,L'd11zFiA3 asI5 1:.1 7�� j ���as) xso [ 7 / ass [ ] Hoxa�rs ��tl�aslxo z�axorsraab+/sxsasx� SaF70xI :Ho�ji't 3o HsdBa [}(]=1QOIyFi2i1]9I3tdOO azsraxr a -oxxzrs Frassxs x-d3 ssyd oxlavoz/aaar,xas zios saHOHx /I �Hsaaa ox C ] sax 7 �oruzssorg . _ .bSZxa MO'I / sAOEry] S3HONI ON [)(7 s C [ 7 :xoxs �H/1 �'IHKS �TSSTdM H9IH / asHo� =xor dAa'ra 3*IfltiS xas Hos�as LI M asz�sss ' ado orrrsslxa Moz / aAOE[VJ SMOxl :3'IEM IdFx'vAI aaAaasso 011, -- off_ : sarxas zros vasn a aazrs xOISjikmO.sxI :saluss zlos xasn 7 Z � Z 5 � n 2 3xnrx�.r. Mal0 zzasxxi anox/ZSIg y'I'I:q�:xoixvAala a.Lrs anox/zsw s3 OR Lj� SEX I'] 6DRI000Z3 'tWal oT t 7 f)xlaO07A &Nan��3 ox. 10RCCEMSS MIS ON f�l y3-�SaISIz USIVl a'IfiKsoa s3 , y WiEvSOa-xox y gam ' sa l �aaoiia S $ : s O:E;Lv moa f)xxazlnfi II& sxgsax [ 7 ayaM xzx xL ya—�n-lax-a-_ s3 asn aaslmz s3 u 1 r4 �sxosla , aIVA : Tmms aMy^ 'DRIMOU70a mm, Os N&LSxS QaSOdoad aHs FID'aa as uvL%NIvA aH `Z3 Ha'T' ao�rsxnS x HOr 4 as TgrNlxlK aHs sxroa x�/xxsa Mo /aAOHFi] rXid:11,11saH xI —s2 a,IIS W&LSXS aasoa02Ta .3o xoIIVA3za c� >?m p � � -'.NOIIV007 MINI a0xaua33u/xa�uiartaa yaiSs :aax �ax�a aason�saoxn iaHaFi/Qd0 005Z 2i aa9 oost xva Ead sx0-17wvD W'Ev7lvAv mw aayonHyssoxa CZ3'IB�d&-2istiy0/ xva Uffd SKOTIVD :MOz3 aovmxs azziuoHxdly samvi'Z L ' ,T,atT ox :Mom EMIRS aas�Iysa zasos t 7 Sam [ :Mad ails OS sNa0amo0 aZrs XX)ZRao23a srgasl zz�r a�a'lar�oo yzr�ans ao ao�ra HoVa fiaas ax7 =IS aRv as saa oxs 'lIOSaad aaI,dlTdna Uamo x0 aaxorl.Ra H)^T izOIy USI9ax aalAo2id ZSnR ' d,IQahTa,LMIRCI HSTim '2iaauloxu xs aa,tiazarmo as Os tzaqurnbZ aI x2y zo •ox Taaaed/dtggujdoy/u0i�06S7 9-000-TOZO-ZT9-10ET :# al xyxaaoxa �tasd pooMax2Z 'HOISIAMMS----;?I007H =soz aor�xosg 3 ot4dag stA2Q u2rag �sxaoV LZT 0Z sauiog 2puo,zsys 'ILNV0I7aav sxoTsVDIJI0ffaS a�sas aW t OLM1 mesas 'ysoasia atw xxm pis f Zi�2i,T, �J�°Mas �S a r3STSizO • # slraaa H-luvRH aO -ItaaMuvaaa Va3:110z3 .90 a.Ieas • A Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 7007 FORT Parcel ID: 1301-612-0201- Account #: 2949 Sec/Town/Range: 01/34S/39E WALTON AVE 000-5 Map ID: 13/0IS Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Focus Homes LLC of Florida 1686 W Hibiscus BLVD Melbourne, FL 32901 Current Values Just/Market: $16,600 Assessed Exemptions: $0 Taxable: Date 08-25-2021 04-I8-2018 09-26-20I 7 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Book/Page 4682 / 1817 4125 / 1664 4046/2935 Roof Cover: Frame: Story Height: Legal Description LAKEWOOD PARK -UNIT 10- BLK 127 LOT 20 (MAP 13/01S) Historical Values 3-year $11,858 Year Just/Market Assessed Exemptions Taxable $11,858 2021 $16,600 $11,858 $0 $11,858 2020 $11,100 $10,780 $0 $10,780 2019 $9,800 $9,800 $0 $9,800 Sale History Sale Code Deed Grantor Price 0001 SP Judah Holly K $36,500 0316 WD Judah Holly K $60,000 0111 PR Bair (EST) Franklin H $0 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data Roof Structure: Building Type: Grade: Effective Year: N/A No. Units: 0 Secondary Wall: Interior Data A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 Land Size (acres): 0.27 Land Size (SF): 11,790 Total Building Count: 1 Special Features and Yard Items Type 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. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. k 4 'I APPROVED SYSTEM EQUIPMENT TYP. 1' RECIRCULATION LINE BACK TO OCCUPIED DRAINMELD: SPECIFICATIONS APPROVED TRASH TANKS FOR AOUAAIRE "SM. AABOO 4 AS500 SY6TEM3 EXISTING SEPTIC HEADWORKS W PUMP TANK (15.18 GPM RECIRCULATION RATE) SEPTIC SHOWN NO WELL <75 FEET GRAINFIELD SIZE REOD�3]854 FT. II P Z 2. ROM NATOR W5 MODEL RY}_sG0 SYSTEM TIP. 1' DISCHARGE LINE FROM MEADWORKS IN PUMP TANK EXIS NC SEP C UNOBSTRUCTED AREA REOV 584 SO. FT LOTOC 21 2DRIPUNOBLINES PR AREAVIDE @24F FT. LINES S BLOCK 127 2URIP LINES PROVIDED Q24 FT. AND FT. 3. 101CNc SEPTIC TANK SOOLD3RL3HB GT4 4, SEBRING SEPTIC TANK 75OLOJRLJHB CAM OCCUPIED S. SEBRING SEPTIC TANK TSODJRL3NB CAM NO OBSTRUCTIONS 6. SEBROO SEPRC TANK B00.DSPLJNH CAT] SYS OCCUPIED DRIP LINES TO HAVE GREATER 7MAN2V 6EPERATION, G 75 FEET 9. SEBHORRINGG05@3WC L?OW PflCi51I�E 3RLN'B GT] GROUNDWATER FLOW FIFE = 23.10 ONE EMITTER IZ' O.C.% 2 SFIEMITTER"376 SF 9. NORWESCD 225 LOW PROFILE LOT 6 OCCUPIED DMWFIELO PROVIDED APPRDVED TRASH TANKS FOR ECOPOD ESO-N-UIG60. BLOCK 127 SEPTIC SMOWN SITE BENCHMARK #1 SEPTIC BENCHMARK I. INFILTRATOR WSIO OCCUPIED No WELL < 75 FEET 4.9y ELEVATION = 21.00 NA. 'BB ) FlP 1' I 2. RE07H M bEP➢C TMMODDEL RUT-500 a GrJ 'p1 NO.2 '52'E 131.81'(M) (NO ID) S SEB WC_Y5�PR0 TANK IoSTI TAN �DUMR�BGAM FlP 1' (NO 10) �- -•-_ ..` _ _ - •L ' AEROBIC TREATMENT SYSTEM .fb l 35.0' t� A fir" " '12 2� "PHOVE0 PUMP TANKS FOR AOUANRE AASOO, AAROD, AS500 ANO ECOPOD E-50-N-ILNI050 SYSTEMS. n r SEE THIS OflAWING - TR TRASH f OR APPROVED TANKS I 68-I �Vh so-2 AND PUMP S s Sy HrJ 2 nDM YTULnTAWMt5�No0EL RMT-600 o.• \SYSTEM, n J, SEBBE SEPTIC TANK SODID3RLSNB CAT4 4. SEBRWO SEPTIC TANK ♦SMD3RLMB GT4 TANK JJ 4 y 1 y S SESPIN SEPTIC TANK MOID3RL3NB CAM CAM ]. SESEBpWG TYP. EMITTER LINES (2 0 24' AND 4 O 35') f 0 N1 /� O ES I p Fv ' SEPTIC TANK 165OUMFILMO CATS B. NORWESCO 3D0 LOW PROFILE B NORWESDO 225 LOW PROFILE > 24' SEPERATION NETARM 'VINYZENE FREE' ti c •!P •--�► INV 19.2 pp '0 GENERAL NOTES MODEL #OBWRAM.9-12500 GPM ? .p \ ROPOSED WATEAUNE 3.0 \ H 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. PROPOSED 376 SF DRIP GRAINFIELD- PAD 48.0' \ 0.0' y O ? "J�' n I� 2. ADJOINERS SHDWN HAVE NOT BEEN SURVEYED. a THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. WITH 504 SF OPEN AREA \ 'p 'ti y 4. LANDS SHOWN HEREON WERE NOT ABSTRACTE➢ FOR (EFFLUENT PLUME AREA) \ Li RIGHT OF WAY AND/OR EASEMENTS OF RECORD. ,,, IAIft RELIEF VALVES ? 2 `b� P �y r D: A p � ELSEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE OCWPIEO LOCATIONS AND SHOULD BE FIELD VERIFIED BY NO OBSTRUCTIONS CANiRACiOR FOR CORRECT POSITION AND SEPARATION. EXISTING SEPTIC y x LOT 20 X to M.S. 2 Z a Z < 75 FEET UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED, SYSTEM I BLOCK 127 PROPOSED RESIDENCE O I Zti V .E�' o b. HEARINGS AND DISTANCES SHOWN HEREON SUBSTANTIALLY AGREE WITH THE Nn U 7007 FORT WALTON AVENUE^ EW+Rr r \ .D is PLAT UNLESS OTHERWISE NOTED. THE BEARING SYSTEM SHOWN fU C v FFE-23.50' J.0 HER IS BASED ON THE LINE INDICATED BASED ON N = I n' O q b 5 6.7' 3 v I M=ES 19.3 RECORD. 7. INFDR14ATION OBTAINED FROM PLAT OR DEED. B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL LOT 7 BLOCK 127 ITl I ` ` PROPOSE GROUND DISTANCES AND ARE REFERENCED TO U.S. STANDARD MEASURE (U.S. SURVEY FEET). OCCUPIED •y., POTABLE WELL 9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DO NOT 11 1A• REPESENT THE FINAL DESIGN APPROVED BY RGOVERNI OCCUPIED SEPTIC PIE 3.5' T,N3\ hZ a I THE G MUNICIPALITIES.NLESS 10. ACCORDING TO THE NATIDNAL FLOOD INSURANCE RATE MAP NUMBER 1211IC0070 J, DATED 2-I6-2012, THE NO WELL < 75 FEET 01 V, PR ABOVE DESCRIBE➢ PROPERTY LIES IN ZONE X. 3 I b 5.0 1 ' II THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOV v ry ry X ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. TODD N. SMITH, PE, INC. TAKES NO Ap C)p FIP 1 ° ya` I FIR 11 RESPONSIBILITY FOR THEIR CORRECTNESS. THE PRDPOSED ELEVATIONS •99 (NO ID) 2�,Z - <OS. (NO I ) UI ARE SHOWN ONLY FOR THE CONVENIENCE OF THE CLIENT IN THE PERMITTING SIRC "LB SO'04'41'W 130.92'(M) 5.0' b� �� .tit PROCESS THROUGH THE LOCAL GOVERNING MUNICIPALITIES. 912' 6912" $71NG 2� 2" bq O`" 12. SOD TO MATCH HOUSE LOT SODDING (BAHIA, FLORATAM OR ST. AUGUSTINE). OCCUPIED P T 0LE WELL SITE BENCHMARK #2 ELEVATION - 21.05 (NAVD 'BU) I CERTIFICATION: SEPTIC SHOWN NO WELL < 75 FEET LOT 20 � F OH in St. Lucie County 1 HEREBY CERTIFY THAT7HE ENGINEERING FEATURES OF THIS / \�" BLOCK 127 Ln ZD OCCUPIED OY W nvironmental Health SPECIAEROBIEDS ME AND CONFORMSYSTETOHAVE ENGINEERING PRINCIPLES LIPLES APPLIFCABLE TO SUCH PROJECTS. IN W MY PROFESSIONAL BLOCK 827 ��]\\� FFE 22.34 ,G� I$I ]� PI n Approved for Construction JUDGE T jiHIS SYSTEM. WHEN PROPERLY CONSTRUCTED. •QgR� �^'(jN-•WTAINEO, MILL ACHIEVE THE ESTABLISHED OCCUPIED OCCUPIED O rP SEPTIC SHOWN Supers es All Previous Site Plans.for NO WELL < 75 FEET �\ F�RH(�OQ� }Gi OFFLOAIOALANWTHALLAPP O TH R LES OFTHE tpEB. f,'1 OCCUPIED •� pyss I GAL DESCRIPTION: ,�}��/� OS"TDa 7 ITµ •^%i(f Z 2j & Well #5�a-7:71I NO OB75� EET _ • �/ j LOT 20. BLOCK 127, LAKEWOOD PARK - UNIT 10, ACCORDING TO THE MAP OR PLAT THEREOF, Datt;: 12/P �1%Z ���' N '., AS RECORDED IN PLAT BOOK IL PAGE(S) 29A THROUGH THE PUBLIC RECORDS OF ST. LUCIE COUNTY, ReVleWer:- •- _ ��.••�-/% _•2 / "- ,.L TODD N. TH. P 79 T : FLORIDA.OF FLO vN � FL ENGINEERS LICENSEE�BS SEPTIC EXISTING SYSTEM EXISTNG _ G77,,���� NIJTVAL UT A G1i6FIE AND INK SEAL OF A FLORIDA T '�� SEPTIC SYSTEM O 'uL s (i• (� MARONDA HOMES TODD N. SMITH, PET INC. LEGEND GONGCONCRETE PC G '� Cs POINT OF COMPOUND CURVE ASPHALT COATED CORRUGATED ME SCALE 1' = 20' 7007 FORT WALTON AVENUE AGCMP OAERI PI NATIONALOv FT. PIERCE, FLORIDA 34951 1717 INDIAN RIVER BOULEVARD PS PLATBOOK BOOOK ( ) EDGE OF WOIG7OINT ECORD DATA NAW NORTH AMENCAN VFARCA DANY IR/IIIIMP1111iRENnro 'TOFNTIRGTION' DESIGNED BY: TITS REVISIONS BY DATE SUITE 302 EOP PAVEMENT %0.0 ORB OFRCIAL RECORD BOOK � PG PAGE p INDICATES GROUND ELEVATION PU60E INC CAMS SURFACE WATER ROW -® INDICATES NAIL OR NAL AND DISK PLS PUBLIC UTUTIES h DRAINAGE EASEMENT 0 MIGiES PROPOSED GRADE l0 LICENSED BUSINESS PROFESSIONAL LAND SURVEYOR L LENGTH OF ARC DRAWN BY: MS �A RIGHT OF WAY CLF R•G CHAIN LINK FENCE RLS REOSTEREO LAND SURVEYOR 'M MEASURED- VERO BEACH, FL. 32960 POWi:R POLE WF -OR- OVFAHEAO YGRES WWF WOOD FENCE EL WOVE MRE PENCE BA ELEVATION (VERTICAL CONTROL) PINT PAVEMENT BUILDING SETBACK LANE R RADIUS OF CURVE EKG. PROJECT 821092 / 7 P h 1 7 2 \ 5 59 - 3 6 9 9 ) O CORNER MARKER RECOVERED WM CORNER MARKER SET SS POP PERMANENT CONTROL POINT UB WATER METER POC SANITARY SEWER PDB UUUTY POINT OF COMMENCEMENT AGE RANGE POINT OF BEGINNING SEC, SECTION MARK TDWNSIW . PC POINT OF CURVE SIN BOX SM SOEWALK CB BENCH TWP. CONCRETE BLOCK COV COVERED DATE: DECEMBER 2021 tnspe@bellsouth.net PT PANT OF TANGENCY CM CONCRETE MONUMENT A/C AW CONDITIONER PRC POINT OF REVERSE CURVE FF FINISH ROOK H/D NAIL AND DISK PAGE 1 OF 1 n 5 cnunn���oi vim o cuuunu _'������ •e r�--- �r ITT Gnnunnun-onwummub Gfnoo 0 2ri O wI FDOH in Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS #56•5f Zy2-,—q97 & Weii #si-3g?,1 Date: f 9 — FLOOR PLAN n�"in°N`D°.�.u°i mE,vn°u°rz°won omcu. sarrt wmixeinc.vmmwaui �rw`°iui n¢N° C 0 HOMES 3.0 FLOOR PLAN STATE OF FLORIDA PERK REPAIR, MODIFY, OR AN 0 Southwest ❑Northwest Pu ❑ St. Johns River ❑South Florida The ❑ Suwannee River PA ODEP 02iielegated Authority (if Apply! I1._Mardnrlr.�, �fynu.� �( R'I�Gu. 'Owner, Legal Name It Corporation 2. .062 Far f Lt/ l�Qtl AVy 'Well Lo anon -Address, Road Name or NumbE 3._1.3e1 —(?IZ -GZDI -- C Parcel ID No. (PIN) orAltemate Key (Circle On( 4. e51 _qua 2cf..� A s.1 a x r Lo 4 S -Cl Water Well Contractor's Address . 7. 'Type of Work: _ Construcfon _Repair _Mc 8. 'Number, of Proposed Wells �_ 9.'Specify Intended Use(s) of Weli(s): mastic Landscape Irrigation _Bottled Water Supply _Recreation Area Irdgal _,Public Water Supply (Limited USeiDOH) _Public Water Supply (Community or Non -Community![ _Class I Injection Glass V Injection: _Recharge,_Commerc)af/Industrit Remediafion: _Recovery AirSparge _Other( _Other (Doscdbo) 10: Distance from Septic System if s200 iL 76 11. Fr 13.'Estimaled Well Depth Aoft *Estimated Casing Del 14. Estimated Screen Interval: From gV To -! 1) R 15'Pdmary Casing Material: Black Steel _ NotCased _ 16. Secondary Casing: Telescope Casing Line 17. Secondary Casing Material: Black Steel Gc 18.'Method of Construction, Repair, orAbandonmenL• _ Combination (rwo or More Methods) Hanl Horizontal Drilling Plugged by Approved M 19. Proposed Grouting Int rval for the Primary, Secondary, an From_0—T0__&Seal Material f Bentonite_ From To Seal Material ( Bentonite From Tc Seal Material If_Bentonite From TD Seal Material (_Bentonite 20. Indicate total number of existing wells on site 21.1s this well orany existing well orwaterwithdrawal on the ov or CUPMUP Applications Yes ✓No' If yes, cc 22. Latitude ✓Longitude 23. Data Obtained From: GPS Map Sur, I hemby mlrrmatIwtl=ve *%nthmDspprr mlu'•otT1UDae.11`WaAdmlNstrao) Co rucde, or use Pemsl or DAT'I mdwrgo Pnmlt, Il mode4 has leer a vA be eW7nod wwrlo ommnenremi ralmuem 1le,ttter¢Nryumlaawoffnodon Wmided fn ads aPpGnllmtkaommlD oral Ina,IM, n�ca�uY?�ODrMmvl tromp olederol eml4 DrbW 17m'Dnensnlr, JODD�b. 1 enra0 to omvrde M TO CONSTRUCT, 59-3271.1 i y L ._ iCABLEFIiFi ng ique ID ds Wheia Applicable)ulaOans Required (See Attached) sponsible'for completing Ilmd appllratloa to the ad No. Delineallon No.whera applicable.Applicatlon No. 5 f rJ.IJ.hr.✓ l.�i �;Sgeq6`JIP Teleph zo 1J.D. ' /,Zf - Block Unit ,// Checkif62-524:_Yes "o E-mail Addresfs•' Cyo Stag_ ZIP / -rceason for l,apair. Modification,or �r� w Agdcul(ural Inig.ft n Site Investigation _Livestock .; Ionitodng _Nursery Irrigation; i _Test D G J [ DECn 20^� _Commercial/Industrial • Earth -Coupled Geothermal Golf Co _HVACSupply _HVAC Retum tisposal Aquifer Storage and Recovery OI 9 in S4 Lucie Co ^Drainage odbo) ® IRONMENTAL FI ( (Nato: Not all typos of are permitted by a given Permitting authority) Omraai use unly tv+�oas ity Description Aleln' L- 12. Estimated Start Date .8—Oft. `Primary Casing Diameter Z in. Open -0— Hole: From iaivanized ✓PVC _ Stainless Steel -Surface Casing Diameter in. :ad PVC iStainless.Steel Other or Cebie Tool Jett✓R ed .otary Sonlc 3n (Well Point, Sand Point) Hydraulic Point (Direct Push) Other (Desul6e) itional Casing: eat Cement Other } eat Cement Other ) eat Cement Other ) eat Cement Other ) List number of existing unusedwarts an site_ contiguous property covered under a Consumplive/Water Use Permit (C UPM/UP) the following: CUPAMUP No. District Well iD No. • 1 t 27 NAD 83 WGS 84 "Id""SlmutC,lp rtlolnWn� �lsammb. m'n uall Dm mvyDar my errolmalionpro%idodb ommlo,aNIlcrt� al Imrohvmla 11,". I c Nrn.,lrl l Dm na rhw�LZ4 re of Contractor 'License N - Igrrat a of Owner orAg. "D Ia • '. `, •cop >• C 'i3•.... o " o e .., ,,... .. •S -=� r '` ,+U Approval Granted By �6$SraE�aa._ �I t<Z Issue Date Expiration Date �� `� HydrologislApproval Fee Received 5 ' Receipt No. ron Check No. THIS PERMIT IS NOT VALID 11NTrLPROPERLY SIGNED BYAN A R12ED OFFICER OR REPRESENTATIVE OF THE WMO OR DELEGATED AUTHORITY. THE PERMIT SHALL BEAVAIL4BLEATTHE WELL SITE DURING ALL Co UCTION,REPAIR,MODIFICATION,ORABANDONMENTACTIVMES. DEP Farm! 62-532.900(1) Incorporated in 62-532.400(1), F CC. Eifecliva Dale: Oclober7, 2010 Pang, r.r� =® ZZ T6. U) 0 PAD IAIR RELIEF VALVES —� 7 ��S -. 9X LOT D BLOCK 2 27 n � Fri � C P+ •tZX FIP 1" (NO ID) 2" ,@XI` TING P T LE WELL 0 a o� AEROBIC TREATMENT SYSTEM �'Z� !I! �ti� `4,~ 2ti�?' APPROVED SEE THIS DRAWING OR APPROVED I ECOPOD E. SYSTEM, TRASH AND PUMP TANKS n E n I•yy 1. INFILTRI Q f I�i O 2. ROTH I/ � t j TANK \ ` S0. \ \ C' 48.0' � tit X PROPOSED RESIDENCE 7007 FORT WALTON AVE ENU^, I Ear FIFE =23.50' L- 6.7' °04'41'W LEGAL DEsr.RIPT1f7 LOT 20, BLOCK 127, LAKEWOOD PARK - UNIT 10, ACCORDING TO THE MAP OR PLAT THEREOF; AS RECORDED IN PLAT BOOK 11, PAGE(S) 29A THROUGH 29D, OF THE PUBLIC RECORDS OFST. LUCIE COUNTY, FLORIDA. .LX N 2 -ta 130.92'(M) LOT 20 BLOCK 127 OCCUPIED FIFE = 22.34 OCCUPIED SEPTIC SHOWN NO WELL < 75 FEET ENUE 'I'ODD N. SMITH, PE, INC. 49514DATE1717 INDIAN RIVER BOULEVARD BY SUITE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 L _— _ /1I I I I I I ti 3. SEBRIN( 4. SEBRIN( t y 5. SEBRIN( . 6. SEBRIN( 'tip E INVg 2 _ �p1 B. NORWES 8. NORWES 6ROPOSED , WATERLINE I L— C ;a GENERi 30.0' v, (D b E± I. LEGAL - Z n 2. ADJOII \\ 4 j I^ �I \ 3. THE E 4. LANDS RIGHT PFR9POSf0 DR y O1 o� o i Z O 5. SEPTI LOCATI IO OCCUPIED M ITI F�+ NO OBSTRUCTIONS CONTRF 15.5' < 75 FEET UNDERC LOCATE �0 O 2�2 L=J Oati2 O'LtiZ 6. BEARIb cJ SUBSTA 3.0 I OTHER 3 HEREON MES RECORD I = 19.3 7. INFORM 8, ALL DI PROPOSE GROUND POTABLE WELL STANDA 9. THE PS 31.5' In i REPRES 1 a� ! THE GO 10. ACCOR: MAP NI 1 ABOVE 11 THE PR X ARROWS 'If FIR ' I RESPON SITE BENCHMARK #2 ELEVATION = 21.05 (NAVD '813) SOS (NO ID) pROPOS; Io 35.0' C13NVEN PROLES: MUNICIP I 12. SOD TE FLORAT, 00 (J1 Q F OH in St. Lucie County CERTIFIC I HEREBY CE AEROBICTR ° p w nvironmental -H-Palth PI n Approved SPECIFIED B APPLICABLE JUDGE CDi for Construction q��A Supers es All Previous Site Plans -for X\ R " OSTDS#gja �`�� & Well # �4 4*71 OCCUPIED * .�"""0 No oesTRucn013S < 75 FEET Date: t- 2 y`� Reviewer;—,, N ToDD N. EXISTING FL, ENGINEEI SEPTIC SYSTEM i '(,' g {' / N��Tf' IEL n /_ a If:RAiCcn cu C/L CENTERUNE PCC PI POINT OF COMPOUND CURVE ACC PB EDP PLAT BOOK EDGE OF PAVEMENT (--) POINT OF INTERSECTION INDICATES RECORD DATA NG% ORBS PG OFFlCIA(: RECORD BOOK PAGE XO.O p INDICATES GROUND ELEVATION SURFACEFLOW PUd R/W 'OH RIGHT OF WAY POKER POLE CLF INDICATES NAIL DISK CHAIN LINK FENCE - PLSR - 0 0 OVERHEAD WIRES CORNER MARKER RECOVERED WF WWF WOOD FENCE WOVE WIRE FENCE EL RLS 0 PCP CORNER ER SET PERMANENT CONTROL POINT WM 55 WATER METER SANITARY SEWER BSL POC PC POINT OF CURVE UB w., UTILITY BOX anrw., . POB BM PUBLIC U LITIES d DIVAN RA DRAINAGE EASEMENT CAL DATUM OF I BR, I I I) ID INDICATES PROPOSED GRADE. ID U PROFESSIONAL LAND SURVEYOR L REGISTERED LAND SURVEYOR ELEVATION (VERTICAL CONTROL) p, BUILDING SETBACK LINE R POINT OF COMMENCEMENTPOINT RI BENCHOMARH'GINNING SE