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HomeMy WebLinkAboutSewage£ 3o T abed Z68TS5T3S OKa '£60'9-av9 :pe,4esodsooul (peso eq qou Avw uoTgm suoTgTpa snoTAead TTe 8e4eTosgO) 60/80 '9TOv Ha TE4E99Tdv y•T•T A EZOZ/80M : alga NOI IVxlaxs =Z/80/L0 aaassl aLIva ' l�eCeA S M8144'4S I i axo alon-1 }S ;v�� j _ram - : is asAo*dcidv 2 �siTeioeds Te�uemuostAug :a'ILIILI 148TTeioeds TequaiuuosTAuH :Ramlm TAueLeA s Meq-414eyz :xs sNOILIvoI3l0ads 6ulAlwJed fquno0 alonj .M im o z inr aanl�oad Pd6 OOb ;o Mou pajewl;se le}o} a jol '(woojpaq jed Z) suosied 8 }o Aouedn000 wnwlxew a 4]lM swoapeq b Jo; pezls sl wa]sAs ayl SHHOHI [ ] LIHIoa HONHuaaau/?RiKLIIiODi3H [ MO'IzH aN2oa aoHazTaaax/xuOHas [ MO'Isa H H LI 0 : axdinaau No3:xvAvoxa smHoN2 [00'ty£ ] : asxmasx ma a z [ y3 saHONI ] [ 00'66 ] as oLI aaalaxivua ao rlossos a [ s3 saHONI ] [ 00'£ ] ails rgaisxs aasoaoua aO NOI1VAa'IH I GVO0 l d0 BEXE U�GdO*ld d0 N aIN E)VN :xuvm:)Nas ao HOls'vooz a N [ ] aas IX] HONaum [ l :NOILIeunolalloo I atmoki [x] aa'I'IIa [ ] aavaNKLIs [ l :➢dalsxs aaxm B rlamsxs V/N aam auvnas [ ] rgassxs MaN Plal}uleJp LIam mmnas [ L99 ] a [ ] eduma# suH vZ daa sasoa[ 10 sHorlwe)I ] zinvavo mmi exisoa sxozTaO [ ] x [sNozave osaT:xwl azoxls xslovavo xmlxrx] xsloeaeo uomdaouaLINl SSVMM sNozTUM [ ] N xZIOVdvo d/N aaf / sNOTIVV [ ] v xLIloKavo MaN ol)aes aaf / SNOTIVE) [ 090' 6 ] LI sNOILIvoxa2osas auv Noma xaisxs •xiumoua s2HLI ao sHSHao maa uoa aau2n5au 0NIMMUM3a =07 *do 'HMVMS 'z�xHaHa dmixo Hmlm HoNvlldKoo rloua xtmc)lzaae aHLI LIaKzxa sox saoa iimzd sIHLI ao aoxvriss2 a2oA amv ri7m aavK vxma I'maa s2HLI NI 1rmsHx xvK sHOIsvbIa2aora Hons 'Holivolzaav lipmaa aHs xa2aox oLI sNeolzaav aHLI arrlaz5 a 'Lljpmad sIHS ao aomissl uoa slstts v sir aaAuas Homm 'ssotia 7vidalvK NI af)NVHo X" aFilz ao aolxaa olaloaas 4xv uoa aON14moauaa xxoloeasIxvs HaLINifuiin0 LION saoa Nassxs ao 'raAouaae ixzpuuvaaa O•e•a 19-Hv9 uzmdvHo amu '•s•a '9900'T8£ NOILIOHs ao ScnmaNvLIs cmm sHolivoIa2Oaas HSIM HONVCraoOov NI aHLIonumSHOO Hs xsnw rIHLIsxs [uaepum ax xym uo] [uaHKW aHOuea 'RONVu 'alHSAMOLI 'NOISOas] s9}e]s3 ti}uno0 uo]peo 0-000-9Z00-w-L m : # ai xxuaaoua :No2SIAlasns :xooz8 EZ :LIoz r L86K "ld 'alonj luleS IJod PH AW aIPPS COM ssaaacry ivas ad Z yN oCal :# saxaoax : alvd aaa : araa aura MVC99 � dd : # NOILIeo2zaav 91?0Z6ZZ'JS-99 # LIlpmad uo�l : auvolzaae MaN SUSO :uoa lumaa NOILIonHLIsxoO p- zlkwHa H0110nUISK00 NZzsas zrasoasia me v zNaKmvzuz ammms azisHo H,rivzH ao ztssgzuaasa vaixoza ao zmvzs W� STATE. OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Ron Raymond CONTRACTOR / AGENT: Ashton Septic LOT: 23 BLOCK: SUBDIVISION: Carlton Country Estates ID#: 3211-701-0025-000-0 APPLICATION # AP1663431 PERMIT # 56-SF-2292045 DOCUMENT # R171551842 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL PACK PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 5.24 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 7859.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1200.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: MAG NID N OF PROPERTY EDGE OF ROAD ELEVATION OF PROPOSED SYSTEM SITE 3.00 [ 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: 93 FT NORMALLY NET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 91 FT POTABLE WATER LINES: 57 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NOj 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL-/ NGVD QnTT. DAAFTT.W_ TM-nl7MLTTnW cTTF. 1 RATT. PRAPTT.P. TNPARMATTON SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 6/1 Sand 0 To 24 10YR 5/1 Sand 8 To 29 10YR 3/1 Sand 29 To 32 REFUSAL Refusal 32 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 6/1 Sand 0 To 17 10YR 5/1 Sand 12 To 17 10YR 4/1 Sand 17 To 29 7.5YR 3/4 Sand 29 To 34 7.5YR 4/4 Sand 34 To 36 REFUSAL Refusal 36 To 72 OBSERVED WATER TABLE: 12.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 8 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 8.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED r- REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: INCHES [ ] OTHER (SPECIFY) 3WT determined using USDA WSS and soil borings. 10YR6/1 stripping In a 10YR6511 matrix > 10% with diffuse boundaries starting 8" in SB1. SB1 3" above BM. S82 2" above BM. SITE EVALUATED BY: Vajanyl, Matthew (Title: Envlrc, r rat Ia p lallst 1) (Florida Department of Health In S DH 4015, 08/09 (Obsoletes previous editions which may no be!K ed) Incorporated: 64E-6.001, FAC A P1663431 EID2292045 DATE: 07/07/2021 Page 3 of 4 v 1.0.2 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 APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Southwest Pi F ;SE F:;L;, OUT rt. APPL.ICASLE FIELDS Northwest ( Denotes.Required Fields V`Ahere Applicable) St. Johns R;ver South Florida ... Suwannee River . _... ...:,,;•: - DEP = Delegated Authority t.If Am)()abler Pe•mq:s;o 59-32024 Florida unique ID -- Permit St+pulavons ReA::irec i See Attached: AZ-574 ,''.uaC : t•. Delineatic^ . CUP +Fti� Apoii=aac^ ,'•:^ .. .. ,- _ .. -- O(wnFr. Ley hName if Corporation ( ddre£S Crt�q (py Stale ZIP Telephone Number 2. JISW3 fJr"i611t tL'nzl f-e'4 C'ir-t'C4_ Well Location - Address. Road Name or Number. City 3.??2J f `7CI-'CC?�5 COG--0 _ Parr I 'D IN (PIN) or Altemat }Gey (Circle tTs) t t / >�} Lt ��,� t iif"(i2 ] t IL.ot Mock unit Cu•Lt�r f Str �''� Check if 02-524:❑ Yes Q No 4.11 . Section or Land Grant Township Range County Subdivisi n 5 Timothy J. Huggins 11247 772-878-6698 absolutewaterservice@gmail.com V,later :':'ell Contractor L;cense Number Telephone Number E= nail Address o3. 258 SE Volkerts Terrace Port St. Lucie FI 34983 Water Well Contractor's address City State ZIP 7. Type of Work. [g- Construction+ ❑ Repair ❑ (Ad:fication❑ Abandonment S. Number of Proposed Wells 1' -"' -raps Y /v\-alp ! I 9 S,pecify Intended Use(s) of 'A/61l(s): fe'ti1 Val Domestic" q Landscape Irrigation Agricultural Irrigation ❑ ❑ ❑ Site Investigations Monitoring Bottled Water Supply L..-1 Recreation Area Irrigation Livestock ❑ Public Water Supply (Limited Use/DOH) ❑ Nursery Irrigation ❑ Test JUL - $ 2021 ❑ Public Water Supply (Community or Non-Community/DEP) ❑ Class I Injection Commercial/Industrial H Golf Course Irrigation 0 Earth -Coupled Geothermal HVAC Supply ❑ Class V Injection: ❑ Recharge ❑ Commercial/Industrial Disposal ❑ Aquifer Storage HVAC Return and Recovery ❑ Drainage ®®� �� �Q, [(�����y in t TT���� H� ���GiGc+z1'�S�e Remediation: ❑ Recovery ❑ Air Sparge ❑Other ces� 'e GnRT ❑ Other then ;Desc�bei 1C. Distance from Septic System it <'�Ug ft, t t Facility Oescnption ®✓ 4L- Date 12. Estimated Start -t 13, Estimated :Well Depth _ft. Estimated Casing Depth.%O!_ft. Primary "rasing Diameter Z in. Open Hole: From � To — .ft. 14. Estimated Screen. Interval From v Tc• "� ft. 15. Primary Casing Material: Black Steel j. Galvanized P�J(: Stateless Steel Not Cased Other 16. Secondary Casing' Telescope Casing Liner Surface Casing Diameter ❑1. 17. Secondary Casing 10aterial. Blank Steel Galvanized PVC Stateless Steel ("thee 18. 1,10iod of Construction. Repair. ar Abandonme-n! Auger IX Cab)e TDot Jel, e3 Rotary Sonic Combination (Two or More Methods) Hand Driven (Neel( Point. Sand Point) Hydraulic Point (Direct Push) Horizontal Drilling Plugged by Approved Method Other sc't-• 18, Proposed Grouting Interval for the Primary. Secondary. and Additional Casing ,rom To Seal f+daterrai t Bentonite Neat Cement Other From To Seal Material r Bentoni!e Neat Cement Other From To Seat Material t Bentrnite Neat Cement Other _ r From To Seal tvfaterial t Bentoni!e Neat Cement Other 20. Indicate total number of existing wells on site -_,_ O List number of existing unused wells on site 21. is this well or any existing well ar ,,vater withdrawal on the ovrner's contiguous property covered under a Const+mptive 'V Dater Use Permit (CUP ,'UP) or CUPAAUP Application. Yes � No If yes. complete the following. CUPP `PUP NO. District Well ID No. 22. LaNude LongiwIde .` 23. Data Obtained Front: GPS t:7ap Survey Datum �.;.,...:,,:• u :..., .:.. -r em. ,... ^11247 T __S2n� of Cams.. ^u Licanse Nc Signature cf pr:rcaal Granted Fee Received S vAD 27 NAD 81. VvGS 84 tVrrEr .,r A^ycG: Date issue Date ^f. �l�J �l _ CXGrr�::u'' l�3ff Check NO -s7drol�rst .apo:cwat THIS PERM111 IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE vVMr OR DELEGATED AUTHORITY THE aERtUiT SHALL SE AVAILABLE AT THE AELL S!TE DUPING. ALL %ONSTRUC; 101`1 REPAIR MOMFIC•+TION ORABANDONMENT ACTIVITIES. D Fornt 52-532.900t1t Inecroora!ad Ln 62-532.4o0,1+ P.A C EtfectiVe St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2292045 BILL DOG #:56-BID-5310041 CONSTRUCTION APPLICATION #: AP1663431 RECEIVED FROM: Ashton Septic AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 13257 PAYMENT DATE: 05/13/2021 MAIL TO: Ron Raymond FACILITY NAME: PROPERTY LOCATION: 18103 Bridle Way Rd Port Saint Lucie, FL 34987 23 Lot: Block: Property ID: 3211-701-0025-000-0 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection -1 - Well Construction RECEIVED BY: AdamsC Note: Well # 59-32024 1 %b 45.UU 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 1 $ 115.00 AUDIT CONTROL NO. 56-PID-4982702 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL •,� SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: AGENTS MAILING ADDRESS: PERMIT NO. QT0q Z—DLl5 DATE PAID: FEE PAID: RECEIPT # : �7 [ ] Innovative [ l TELEPHONE: ??Z' 2 t 6 - (00, �r�iCl ?1 &AZO lam( :3170 + 3c� cc accc�xcoc_e=cx=c saCx� xcav si'-JCSxSfCsx �.7i'3 ��-33CCx ��C��x xx..���xccxs aC cax•3CssO�sCxsc=-�'s�-�33 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. ___.��-�.._�__�.cca=ccvcxx-ccoxc------saaaaxaaaaaaaac=ca -.sOPxc=aaca�aaca�==xaaacxc�=�-� PRERTY INFORMATION p �( _ LOT: �3 BLOCK: SUBDIVISION: CfAZ'rB'" �`��,' PLATTED: PROPERTY ID #: [ _ 70 (-o cod •-6 ZONING: "�I/M OR EQUIVALENT: [ Y PROPERTY SIZE: ACRES WATER SUPPLY: [] PRIVATE PUBLIC [ ]tx20000PD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS7 [ Y / r�'l DISTANCE TO SEWER: FT PROPERTY ADDRESS: 3 DIRECTIONS TO PROPERTY: bt& l,JP.,,r BUILDING INFORMATION Unit Type of NO Establishment ,.� 2 3 4 [ ] Floor [ ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area_Sgft Table 1, Chapter 64E-6, PAC [ ] Other (Specify) SIGNATURE€ // 1 -N DE 4015, 08/09 (Obsole _es previous editions which may not be used) Incorporated 64E-6.001, PAC DATE: Page 1 of 4 )roperty ,Card , Page 1 of l Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 18103 Bridle Parcel ID: 3211-701-0025- Account #: 160783 Sec/Town/Range: WAY 000-0 11/36S/38E Map ID: 32/11X Zoning: Planned Un Use Type: 0000 Jurisdiction: Saint Lucie County ownership Legal Description Ryan Martin Prussing CARLTON COUNTRY ESTATES (PB 46-29) LOT 23 (5.238 Christina Carolyn Prussing AC) 5413 Sunset BLVD Fort Pierce, FL 34982 Current Values Historical Values 3-year Just/Market: $133,600 Assessed: $99,110 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $99,110 2020 $133,600 $99,110 $0 $99,110 2019 $90,100 $90,100 $0 $90,100 2018 $90,100 $90,100 $0 $90,100 Sale History Date Book/Page Sale Code Deed Grantor Price 04-26-2021 4602 / 0631 0001 WD Smith William R $185,000 01-04-2008 2925 / 2673 XX00 WD Royal Professional Builders $170,500 06-28-2005 2292 / 0891 XX00 TR Miller (TR) Joseph G $151,400 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 5.24 Land Size (SF): 228,167 Total Building Count: 1 Special Features and Yard Items Qty Units Year BIt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser, All rights reserved. https://www.paslc.org/RECard/ 7/8/202 5ti ar4 a-0- L-1 r�vjtmaa a-0' >4 O c"EOi {- y, 1VOs `� L4 2 I rnm•-4.4 as I. assn a zT-4r- IIIIII11 j'riiI11r §$>w e§' 1II ar 4—•�' riceuhDining sasr T°ttl L------i � � --wP,.o —�—�,z KLn- as.f-------1 IIIIIIIIt ra�ster 1�11III1 M' B4drm§' �'IIIIIII 1 UVing Bd�e -,o•IIII r' ,a 5 —rB4d— MT1z.al Ochen I I I I O E�11 t a4 I ,a•�r I 5-a• Y r-1o• I b i i5 L-------J cue 60aDva Ilse rJ., a�ae�� T sypa �en,•aew §_ ad Cal Y 1 Bdrm 2 dt' A. ai T n-1 l - ma I 1 16 ?-T 54 T4 a4 r4 T-T - L-------"J O Sa' b 'r Aw l i _ A _ -- --- --- -tD 1 1 I 1 aa,xnna O1 1 Garage m r � 1 1 Rv,ff6 A.b i,m,aewa a-x' T-Y r FDOH in St. Lucie Coun y Env ronmental Health Supercedes All Previous Site OSTDS # well a • �. p'• Project Data Preiea N— rhusdae residua Sbed. Adder; MOA Car: FLP Cauty. SLWde s— R.W. Scope of Work New ore Iwd CBS -a . b.4 reidenae Design Loads Nporl°Y. LD.d 2DD psL Y/utl speed 16011PH 1Nnd Lago.urce Faamr. 1➢ B.M. Ga1e6aY. p Ww Eaposae: B nlcnd P-- C.dF— .18 SU t. , Desivad ErcIaM Sal bearilg,apodlV. MOO p L Building Data OminproY TI— Groups CwWu -Type: V N-n dS.'- One Proimt Nee: 363aF. Building Code 2020 Florida 13,04m Code: ft id—W 2017 Netioml Electra Cad. NFPA 70 -- Aiea Txitlila[to`n'; r``_----liY n -2511 Garage 471 Porch 307 Entry 134 Total 3423 Total Cubic Volume: 20,Oaa cf. Chuntic & Gooerpphie Denim Criteria wrsemra ra W. 7,m+mMI. VvTl— Flame Sproad Index 4 SmoNe Developed Ind" a,aumea Fm..samad nHm e.aa.e a LWoSm sn,da ooammmmea,p xet m „mod wo Wd FasMo: Mtpcwtlu.91D �a,e a :.sec wt amw 6m, xoD Safe Load Table Notes ' •.. uHe,MY,.wAe.m ..aaanaanau ��`l� 2 �1 1y - SF16-16/1T =1 _J Lintel Type Desiplation Cast Crete Lintel Schedule Installation Notes �easaw r. m .m�m.v Composite U Lintel Materials Po . Wvwra3aa alwry•.Y ws M 1bba. m Le 6 GraJa GD rm, u.� tb Iete-1B/IT L-x o1a Dm zna ee ec,c-,errt L-3 T-e =I 1. 1- w ale -lent Lti a'-e — 11, SM N3 nff,4,anT L-3 r-C lea Pm 113J ao e-19 Ir Lti 174 ,w 1W as m y]a--,r L-, r— I- n3s ,lb bi a87Ha•If VID 10 Fte-IB/IT L,3 -e 1a9 1P na as ,sH-tent L-ro ir-0 im la &p 1x BF341e/13 L-11 r4IIIrI w sex L-rx try- ors ,N sxo 1a erb-lent ax.•o,.e.anaaWa. uuL-10 wm L'td•b.e,iwfideoNy rw m�eweaadH m rr Its C A-1 j i FMON, 4x4 PRM LS2391 - - N89'54'12"E(C) I N89-54'25" E(P) L BENCHMARK: � i i MAG NAL AND DISK V,.. I'a: I I TEPHILLIPS TRAV I u�i I I _ EL. 22.9AVD88) ____-_____ __--_-____._-_-_ -_ __--____---_ ___ N I -- ---1 i----------------- ------------------------ --- -------------=— ---- I FPKD t Psnn4971 30.00' ""�� 30.00' ""P5 BEARING BASE.: N89'52'19 E �^ ---._------------------------------- - -�- - BRIDLE WAY ROAD - - -- " -- ------ 466.00'(P)(C) a 60' RIGHT-OF-WAY. o .. ..: -- '---------- -- ------ -___-- "i _---- V _ 30.00"9" "�9 "ow "Na �e 30 00' ",0^ SCALE: 1 "=40' __ +� --70P OF BANK --_--_ +v ----- --- --- - , - ---- - S8952 19 W(C), N89.52 33 E(P) 416.00 (C)(P) i ----------------------------------- ---- —�—-------------------------- ---- ---—"--------------- —I ---------------^�--------------------- _ GATE ------=--------- +�y° y 'r a ^ FRC, LS2391 tI +"" "?� 10' UTILITY "" I I FENCE CON ER 1 "' I ELECTRICAL BELL SOUTH " + INYRANSFORMER EASEMENT I SRC V \ I 10.7'S., 0.3'W a CABLE RISER I FENCE CONER 10.3' S., 0.10'W "^+ 100.00' +" li II 123,00'go II ASPHALT li it h" DRIVEWAY II II _.II II V PVC BOARD FENCE II TYPICAL li ia- - 10' DRAINAGE DESCRIPTION 1200 178.24' Ij EASEMENT 1 - S.F.. 1, II LOT 23, CARLTON COUNTRY ESTATES, ACCORDING T0. THE MAP oa.s.p.s. "tip I li OR PLAT THEREOF, RECORDED AT PLAT BOOK 46, PAGE(S) 29 it d AND 30 IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, + I 177 1' ° --- - "mo II ^h°II FLORIDA, I i Haan ocvew. i�// II I - 10' DRAINAGE --, / CONCRETE ^ II EASEMENT / n° N 177.61' i it o "----�L---- 178, 42' 10' DRAINAGE + I EASEMENT "y^" WATER e" + LINE } 9@ w I"11 1 I WELL"" II d olj II I� i II I o I I -oil i1 LEGEND (lam I �I it o ii FIR- FOUND IRON ROD 1 ai I II i FMON FOUND CONCRETE MONUMENT lrq }"�^ }i i Ln i FRC- FOUND IRON ROD AND 'CAP a I� Ln 1 ° e$i'I o II - - ,;... SRC- SET 5 f8"x18".. IRON ROD AND, C LS 593 , in I *� - - - K i v { `_, - ORB OFFICIAL- - S' 1 to 1 }?e. 11 Ih - "";':`,=,�:4;.- `. PG- PAGE .. �. io A LOT 23 '' `' "�� LOT 22 M- PLAT LOT 245, 11C u0 OCCUPIED W ^vd i VACANT ""9� i� z i z OCCUPIED C- CALCULATED pIx 71 ice. I. 11 �. I I 1111 9t 5 I1 +"yb� 372.43' +0" I 0� SURVEYORS DOTES 1) THE CENTEf INE OF BRIDLE WAY ROAD IS TAKEN TO BEAR NORTH 89'52'19" EAST AND ALL OTHER BEA ING SHOWN HEREON ARE RELATIVE THERETO.. + ° _Fl 2) THE SURVEY SHOWN HEREON WAS PERFORMED BASED ON CHIGACO TITLE INSURANCE COMPANY, a 10' DRAINAGE %"' EASEMENT Li COMMITMENT No. 61-21-0240, DATED FEBRUARY 17, 2021, AT 8:AM, AS PROVIDED BY FIDELITY I —10` DRAINAGE NATIONAL TITLE OF FLORIDA, INC, CHELSEA TITLE DIVISION. IJ EASEMENT 4) THIS PARCEL IS SUBJECT TO ANY ADDITIONAL EASEMENTS, RIGHTS -OF -WAY OF RECORD, IF ANY. II 5) NO AERIAL OR SUBSURFACE IMPROVEMENTS OTHER THAN THOSE SHOWN WERE LOCATED AS PART 1 OF THIS SURVEY. 6) SUBSURFACF ENCROACHMENTS, IF ANY, WHERE NOT LOCATED AS PART OF THIS SURVEY. }' "" 7) HORIZONTAL AND VERTICAL POSITIONS SHOWN HEREON ARE DERIVED FROM GLOBAL POSITIONING SYSTEM REAL TIME kINEMATICS MEASUREMENTS, UTILIZING THE FLORIDA DEPARTMENT OF +"I I TRANSPORTATION PERMANENT REFERENCE NETWORK, AND ARE CERTIFIED TO 0.10 FEET. +" it 8) THE LAST DATE OF FIELD SURVEY WAS CONDUCTED ON APRIL 09 2021. PROPOSED -tee it 9) THE INTENT OF THIS SURVEY IS TO PROVIDE BOUNDARY INFORMATION. 1 POND' 10) THE NATIONAL FLOOD INSURANCE PROGRAM DESIGNATION FOR THIS PARCEL OF LAND IS ZONE X, y^� It ACCORDING' THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAP No. 12111CO250J, EFFECTIVE t " I ..�+ > : + II DATE. 2/12 2012. n FRC 1/2- LS2391 - i ) P i , 1�: + _., <. 5' PVC BOARD FENCE 11 THIS SURVEr WAS PERFORMED UNDER THE SUPERVISION OF TED. E. PHILLIPS, PSM, FLORIDA TYPICAL LEANING WEST w' �� REGERSTAT N NUMBER LS5932. FENCE COINER as .. F:, ,. c II 0,6' N., 0.4'E 70' DRAINAGE 10' UTILITY + "+ SRC i°-----------------�—___---------------_—�'� 1______-_____ ___________J__ ___________ �'Y� 'I. °•� FENCE OCORWER EASEMENT E SEMENT------------- ----------------- I y --- --- - /� }ti' 416..00'(C)(P) "�. "o-° - - _ _ - - _ - - 1 1------------- 7--------- _ _ - -----_ _---- a N89'S0'26"E(C) S89.50'40"W(P) ° I ��"'� `° FDOH in St. Lucie County ----------------I----------------------------------- {- ------------------------------1 e F--- ---- TOP OF BANK a- "" I ^� Environmental Health RECENED a +"o• Site Plan Approved for Construction Supersedes All Previous Site Plans for JUL 2 0 2021 HORSE TRAIL/STORM WATER 1ANAGEMENT COMMON AREA OSTDS#ral?gDrA 9s Well # V 1 -3a k1, iIng Date: / 1 Reviewer: iFT �e�l __.._._...- -- -- - -- ------------.--/--------._..-- ._-------_..--- _.. - _ _-_- -- - N89°50'26"E(C) 1302,27'(P)(C) N89'50'40"E(P) - - FMON, 4x4 r, PRM, LS2391 ; ) 2021 TEPHILLIPS, LLC late: 4/27/2021 !Cale: I.. Q. lomp. By: TP Check By: TP veld By: TP %B. DATA FILES Inge. N/A 'ield Date: 4 09 21 ,SIGNATU R E 1-',ORIGINAL RAISED SEAL OF yR,' THIS MAP/REPORT IS ,,`. S,'NOT VALID. HAS BEEN MADE BY THIS TEPHILLIPS, LL C PROVIDING SURVEYING AND MAPPING SERVICES 102 SIP Parish Terrace Port St. Lucie, Florida 34984 P(772)359-7023 ted—phillips®comast.net State of Florida License No. LS5932, LB8079 SITE PLAN PREPARED POR: R ON RA YAtOND CONSTRUCTION SITE PLAN, LOT 23, CARLTON COUNTY ESTATES r PROJECT No: 18US006 NG SHEET 1 OF 1