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HomeMy WebLinkAboutHealth Dept. ApprovalMission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General Florida Department of Health in St. Lucie,County Conditions for Issuance of Water Well Permits Effective July 24, 2017 • Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie) prior to constructing or abandoning any well. a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email SLCDOH-WELLS(a-FLHEALTH.GOV b. Provide the following information: i. Permit number ii. Driller name iii. Address iv. Date and time to begin construction/abandonment • A minimum'of 24 hours' notice is required before constructing any public water supply wells. Please call our main office at 772-873-4931 and speak with Environmental Health Staff or provide notification by email to SLCDOH-WELLS(a-)-FLHEALTH.GOV • Submit revisions to permit and/or site map and associated fee within 48 hours of well construction or abandonment. Florida Department of Health t St. Lucie County Accredited Health Department 5150 NW Milner Drive • Port St. Lucie, FL 34983 Public Health Accreditation Board PHONE: 772/462-3800 - FAX: 772/871-5360 StLucieCountyHealth.com STATE OF FLORIDA PERMIT'APOLICATION TO COWS RUCT, REPAIR, MODIFY, OR ABANDON A!BELL 4130uthwest PLFAgrtALL OUT ALL APPLICABLE FrrLDS IIINorthwest ('Denotes Required Fields Where Applicable) L' St. Johns River tire) I'] South FlOtitire)~(Otter Ime t:,x,udutar is rrrsrurnxHrrrf fur cadrptarkt{j da this form and fofiyardfy the parmtr OPPYGO on to MO 12 $uwannee River ollompdNta dwallalud mdnoti r vittem oppricatita. ODEP IJ Delegated Authority (If Applicable) Na.... 59-31320 Unique Stipulations Required (Suo Attadied) Quod No. �. D0lineation No.,_ r UP ApplicationNo.,_ ire-, _.a._w..__ _ ._ _.__.._.. _ ..T _....._..._.._._. _..._, _. Pinto�IF_....�........ ___..... __..__--.._...._..w-..._.. _.__.........,.. `Owner, Lean) Na+bh if 'rporatlen sss LA�� 'City "S 'Telephoner Number 2, "Well Locaon-ddre 3 Roa or u bar Cit ,L 5. "Par�rN�o. (PIN) orAilern�yg (C 0) �lr � Lot W_ Black Unit d. R,......_..t� �✓ �_.. a 4 .l..t�.. ��1 l �K _..._.__._................_ ... _........ _._.... Gheck iP42- 4: TYos Jo Section or Land Grant "iownsh'rp Range bounty Subdivision 'Water Wei) Contractor ,., "License Number 'Telephone Number. E-mail Address , 'Water Woil Contractor's ddross Cit State 7.'Type or Work: _ Construction ,�_ Rnpair _ Moditicat)on ,,...... %�bnrrdonmont ._�..... _._... „,.,_.._.,._.....„. ^.__. ._,_.r...__....... _ .._..__..... 83 'Number of Proposed Wells _, raaaaun for rtdrr> , Mnnuicntuln, ur AWnadtaunnnt D g °Specify Intended Use(s) of Well(s): �(j� 0 �' lDomestic -Landscape Irrigation Agricultural Irrigation Site Investigation ___ __Bottiod Water Supply --Recreation Area irrigation _. i.ivtastock , Monitoring Public Water Supply (Umited Use/DOi•t) _ ..,.,,.Nursery Irrigation _Public Water Supply (Community or Non-COnirnunilylDGP} -- Commerclai/industrial Earih•Coupled Geothermal p E C 2 1 2020 Golf Course Irrigation HVAC Supply --Class I Injection HVAC Return Class V Injection: ___-,Recharge Commercial/Inducirlal disposal Aquifer Storage and Recovery ., Oralnage OH in St Lucie Cou ty Remediation: —.Recovery ___ Alr Sparge ____,_Othor(ucsdrbh) E , I H TH (nlala. Not nit types r ear pgrmmud by a plvnn pcwmbur a GUMMY) J 10.'Distantxa from t3epttc S ten, )f s2p0 R. 11. Facility jl ;LrIplion �. 12. Estimated Start Dale 13: °t»stimatod WGII Deptl,� ft. 1`Eatimato`d Casino 'Primary Casing Diameter.. Min, Open Hole; From,_...___To_ .. it. 14. Estimated Screen Interval: From c 0 To A ft. 15.°Primary Casing Material: Btactc Steel Galvanized (Pvc Stainless Steel NotCased ......_._.Other:.. _ 16. Secondary Casing; Telescope Casing _,_,,,,_,,, Liner Surface Casing Diameter ,___ in. 17. Secondary Casing Material: Black Steel __Galvanized „PVC Stainless Steel -•—Other 1E,°Method of Construction, Repair, or Abandonment: _,Auger _Cable Tnof _Jetted otary Sonic „___ Combination (Two or More Methods) _ Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push) �. _ Horizontal Drilling _._,_,,,,,Plugged by Approved Method ..----.Other taoacnha) _,., • „. 1g. Proposed Grouting interval for the Primary, Secondary, and Additional Casing: From To Seal Material Bentonite _ Neal Cement Otherr J__ ) From To_ Seal Material �•- eentonite, _Neut Cement From To Seal Material (wBentonita Neat Cement'Other_-ry-- From _7I:)_ __—Seal Material (_^Benlon_ite=Neat Cement -'Other ) 20. Indicate total number of ext31419 welts on site. — List number of existing unused wells on site G">< 21.4s this well or any existing well or water withdrawal on the owner's contiguous property covered under a ConsumptiverWater Use Permit (CUPlWUP) or CUPlWUP Application? Yes _No if yes, complete the tollowing: CUPlWUP No._,__._ Distriot Well iD No. 22. Latitude _+ _ Longitude 23. Date Obtained From: r _GPS ,,, Map ___-Survey ~�y _ . M _ Datum: ' _NAD 27 __wr_,NAD 83 ____ WGS 8d I IvtrhCy roaJY Inat 1 rrW M,n+idyv+dh tnu nppgrntt,r rums nt7dA, ad, Phbtla rumurostmuvn rra,4•,ana oral n wmnt I Mbl, unu r,m, u+n nmw r or nw prapady. 1141f It.Iraanah;dl powlad Or am111110. and u,m I nit, nwam dl ny uropnnmlM•ulannlmdvimuturnm,d0"dwi,Mir binear.~,turnedmaaan+ .dean~( wa.(mp rntrm+�dNe�.11%.1 arcmrplar1r)9.FhmnaWbAa4la,bAhuVA r�MAnyAtwfti0 a"[:M,iraNtye,olam wilhtRarrm. llwuwraethty Ulnt llpmrWmN,UnWmiJadw nha ap,d,0,tw+t ra ueaxota and wal l+nn �W+en, dw afoot rat um oxncr, Thal (,u: wmnaooM.1adm dacwoarmd thol lhow War" tna owner nruray nrAwauary uyy+oval hen adue (Ilona, alak ar hkill eWan1411%46. d urgViW& I upruu la Avila a MD MVUn)dA1,Q1 as HOWL obo near nua 1 W uWwvq pOrcmulul ul hat WN.O ry UtBgpataU Auawnly uc nnu p,. am,udu M 160011 td Wd oisulot Quiti Su diva ahu, crunptalidn Or thu I:bdalnuita,. t6pa.. u,udfl:nUtw, w to der wall Situ dusts uw Ire dn. rap t dautron, a nUrndamnant aaulOmaa by mu tdm14 utmiumanwuewownaw by NO puma or thu perm aaplmbun. wtnuiuvar utxuta rust 1%nn— a :ni t`nntnretnr �r °�- •; �1_Icorigin � Q,No.T�[ . `3ianat'tirn atf3i�iiaror _ en -- -" i Approval Granted By Issue Date / ��J •"It Expiration Data Fee Received $ _ _ r(/ _ ._ Receipt No. _ _._.... Chock No, - THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR RLPRESENTATIVI3 OF TI,IE WMD OR PERMIT $HALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICATION, ORAHANDONMS?NT DEP Form: 62-532r000(1) Inrorporatc(t In 62•,532AOD(1), FA.C. Effootiver Ditto: Oraobor 7, 2010 Hydrologist Approval _ Irdthas THE Pacgo 1 of 2 a� �+ STATE OF FLORIDA PERMIT NO. DEPARTMENT OF REACTS DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: U.3b-a .�� SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: X] New System [ 7 Existing System [ ] Holding Tank [ ] Innovative [ opair [ 7 Aba//ndonment ] Temporary [ ] George Martire APPLICANT: �"iG '54 f AGENT: Brian Davis Septic & Backhoe Services TELEPHONE:772.571.8200 MAILING ADDRESS: P.0 Box 99, Fellsmere, 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 11MRMATION LOT: N/A BLOCK: N/A SUBDIVISION: PROPERTY ID #: 4210-212-0002-000-2 N/A PLATTED: k K ZONING: R I/M OR EQUIVALENT: [ Y /dc�) PROPERTY SIZE: 5'S8 ACRES WATER SUPPLY: [ PRIVATE UBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / DISTANCE TO SEWER: LU—' FT PROPERTY ADDRESS: 10210 Carlton RD Fort Pierce, FL 34987 DIRECTIONS TO PROPERTY: Merge .on 95, Turn L on Midway Rd, Turn L on State Hwy 613 Turn L on 10210 Carlton Rd BUILDING INFORMATION [�j RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Scrft Table 1, Chapter 64E-6, FAC 1 House 4 1,956 � ; 2 3 4 ( ] Floor/Equipment Drains [ ] Other (Specify) / SIGNATURE: lam DATE: ZQ DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORID& PERMIT # . ' DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS ME w, // �/ APPLICANT; George Martire (9/v 3cl (`�„? ANT: Brian Davis Septic & Backhoe LOT: N/A sLocx: N/A SUBDIVISION: N/A PROPERTY ID #: 4210-212-0002-000-2 [Section/Township/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: 5"0V ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY SST 1/OTHER-TABLE2] AUTHORIZED SEWAGE FLAW: ] S7 5 GALLONS PER DAY 150 R 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: IW( SQE'T UNOBSTRUCTED AREA REQUIRED: IUd( SQFT ` BENCHMARK/REFERENCE POINT LOCATION: S,Ye- DA!U C5 1 pti AO,-q t )iOCO lzD 'f ELEVATION OF PROPOSED SYSTEM SITE IS C S T] [ABOVE LOW NC /REFERENCE POINT THE MI1M M SETBACK WHICH CAN BE MAINTAINED FROM THE P OPOSED SYSTEM TO THE FOLLOWING FEATURES P SURFACE WATER: _LFT DITCHES/SWALES: FT NORMALLY WET? [ ] YES,GJ NO WELLS: PUBLIC:_,,IL- FT LnaTED USE:_- FT PRIVATE: l/q FT NON -POTABLE: /11" FT BUILDING FOUNDATIONS: 5- FT PROPERTY LINES : __�j �FT POTABLE WATER LINES : _FT -ITE SUBJECT TO FREQUENT FLOODING: [ ] YES V1 NO 10 YEAR FLOODING? [ ] YES [%) NO 10 YEAR FLOOD ELEVATION FOR SITE: U�_ FT MSL/NGVD SITE ELEVATION: — FT MSL/NGVD �%P (,� SOIL PROFILE INFORMATION SITE 1 '' MUNSELL #/COLOR TEXTURE DEPTH 0 q1 r.( L> 0.4 _ 6 7- 7 TO z Z- LA(� t Z 2- ZTO 3 I v- '3 ( TO'S 6 c w S'1 5 6 TO et Zr Lc- TOaY l ftt- (ti G 1� To 77— O USDA SOIL SERIES: 'I `"`t %D ^ { 40w10( L 4/ �w v -- JRMAT=ON SSTE z TEXTURE DEPTH U TO / S J TO z^ S Ly TO i > 3r TO y G L( TO 5 f2 5 To G &-jt7 Ct TO TO TO d USDA SOIL SERIES.: 7 Zi ('f�� OBSERVED WATER TABLE: INCHES [ABOVE / LOJPEXISTlNG3 MU ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES p HIGH WATER TABLE VEGETATION: [ ] YES [JC]LNO MOTTLING.- [A COIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 514 DEPTH DRAINFIELD CONFIGURATION: [ ] THE CH IA BED [ ] OTHER 3C(S REMARGDITIO(ML CRITE IA: :2 � a T )frtt /1P 7 t<,5c — SITE EVALUATED BY: M . TYP RCHED BOVE /C EXISTING GRADE ES [ ] NO DEPTH:_ 7 INCHES OF EXCAVATION: � INCHES Da 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 84E-6.001, FAC Page 3 of 4 Ingram, Brian J From: Brian Davis Septic <Brian@briandavisseptic.org> Sent: Monday, December 14, 2020 5:03 PM To: Ingram, Brian J Subject: RE: 10210 Carlton Rd SE Sry its 14" below at both sites tyl From: Ingram, Brian J <Brian.Ingram @flhealth.gov> Sent: Monday, December 14, 2020 5:01 PM To: Brian Davis Septic -Rosa <rosa@briandavisseptic.com>; Brian Davis Septic <Brian@briandavisseptic.org> Cc: kelly@grozabuilders.com Subject: FW: 10210 Carlton Rd SE Good Afternoon Brian and staff, Please see the email I sent from 11/20/2020. I'm still waiting to issue this permit because I cannot tell if the elevation of proposed system site is 14" or 19" below the BM. I also ask that you indicate the elevation of each individual soil boring, relative to the BM, either in the comments section or above the soil profiles. Please let me know if you have any questions. Thank you Brian Ingram Environmental Specialist II Florida Department of Health -St Lucie County Division of Environmental Health 3855 South US 1, Fort Pierce, FL 34982 MAILING: 5150 NW Milner Dr, Port St Lucie, FI 34983 office (772) 873-4905 "To protect, promote and improve the health of all people in Florida through integrated state, county and community efforts." NOTE: Florida has a very broad public records law. Most written communications to or from state officials regarding state business are public records available to the public and media upon request. Your email communication may therefore be subject to public disclosure. How are we doing? https://www.surveymonkey.com/r/`XHBMW7K From: Ingram, Brian J Sent: Friday, November 20, 202011:24 AM To: Brian Davis Septic -Rosa <rosa@briandavisseptic.comJ>; Brian Davis Septic <Brian(a)briandavisseptic.ore> Subject: 10210 Carlton Rd SE Good morning, Please add the elevations of both soil borings relevant to the BM to the Site Evaluation that you submitted. Also, please clarify the elevation of proposed system site. Is that a 14" or 19" below? Thank you, Brian Ingram Environmental Specialist II Florida Department of Health -St Lucie County Division of Environmental Health 3855 South US 1, Fort Pierce, FL 34982 MAILING: 5150 NW Milner Dr, Port St Lucie, FI 34983 office (772) 873-4905 "To protect, promote and improve the health of all people in Florida through integrated state, county and community efforts." NOTE: Florida has a very broad public records law. Most written communications to or from state officials regarding state business are public records available to the public and media upon request. Your email communication may therefore be subject to public disclosure. How are we doing? https://www.surveymonkey.com/r/XHBMW7K Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 10210 Carlton Parcel ID: 4210-212-0002- Account #: 116986 Sec/Town/Range: RD 000-2 10/37S/38E Map ID: 42/09X Zoning: AG-5 Count Use Type: 9900 Jurisdiction: Saint Lucie County Ownership Legal Description George Martire 10 37 38 W 1/2 OF NW 1/4 OF NE 1/4 OF NW 1/4 (5.08 AC) Angela Martire 1711 SW Carvalho ST Port St Lucie, FL 34983 Current Values Historical Values 3-year Just/Market: $80,200 Assessed: $59,441 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $59,441 2020 $80,200 $59,441 $0 $59,441 2019 $82,100 $54,038 $0 $54,038 2018 $82,100 $49,126 $0 $49,126 Date 07-14-2020 11-03-2008 07-06-2005 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 4447 / 0755 0001 WD Carpen Bernard 3031 / 2878 XX00 WD Rambarran Devi 2330 / 2905 XX01 PR Santos (EST) Ismael P Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Roof Cover: Frame: Story Height: A/C %: 0% Heated %: N/A% Sprinkled %: 0% Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data Electric: Heat Type: Heat Fuel: Total Areas Price $90,000 $30,000 $185,000 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 5.58 Land Size (SF): 243,064.8 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 12/16/2020 PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: BILL DOC #:56-BID-5128307 American Drillinq AMOUNT PAID: $ 115.00 CREDIT CARD 074940 PAYMENT DATE: 12/16/2020 MAIL TO: American Drilling Okeechobee FL 34974 FACILITY NAME: American Drilling PROPERTY LOCATION: Okeechobee FL 34974 Lot: Property ID: _ -1 - Well Construction EXPLANATION or DESCRIPTION: RECEIVED BY: WhighamJL Note: 59-31320 10210 Carlton RD w/septic Block: 1 QUANTITY FEE $ 115.00 AUDIT CONTROL NO. 56-PID-4830595 HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2191312 BILL DOC #:56-BID-5066889 CONSTRUCTION APPLICATION #: AP1588583 Brian Davis Septic AMOUNT PAID: $ 430.00 CREDIT CARD 045631 PAYMENT DATE: 10/30/2020 MAIL TO: George Martire FACILITY NAME: 10210 Carlton Rd Port Saint Lucie, FL 34987 Lot: Block: Property ID: 4210-212-0002-000-2 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection .1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 I RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-4768769 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM RECEIVED CONSTRUCTION PERMIT FOR: ao11-�a�, 1 OSTDS New APPLICANT: George Martire PROPERTY ADDRESS: 10210 Carlton Rd Port Saint Lucie, FL 34987 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 4210-212-0002-000-2 DEC 21 1020 PERMIT #:56-SF-2191312 APPLICATION #: AP1588583 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1495005 Permitting DepeftfQRt St, Lucie CQUrFtY [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 [ 1,050 ] GALLONS / GPD SeDtic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED DO MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Site BM#2 near ditch crossing on N side of dirt rd, IR+cap I ELEVATION OF PROPOSED SYSTEM SITE [ 14.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [35=3 INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: A Brian J In TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J ram DATE ISSUED: 12/21/202ff EXPIRATION DATE: 06/21/2022 DE 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1588583 SE1427886 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. { i { 1 I 1 { � s I 1 ! 1 i eA al�o.a.,'w�yrrr aa� lot I I 1 Y � � ' I i 1 I 1 (2 1 { I� { b A I { { 1 I 1 I 1 1 I { 1 1 { 1 1 1 1 1 i I i { 1 1 I I Ioola V4�f a � Wa�W et•I I.t®16 a1eO n tT PARCEL TAX Ot 4203-131-0001-000-3 °mlo/ ---- ._-- y.-- ae..w...v„ - --h 1 1 a4 t@9N°t s 'AvnQyW 7 'Sl,a� .a ol1 d ''1Ia1I� 1 J° ,I II I I I ° f ( I` I N110�T'd 03LtI � I -j I ! I 1✓ PARCEL TAX W. 4210-21 3-=-0W-! N� LEGEND." %tart: w .fir ac- vK",otAID1p1 ..R-.ala�,earIui'�AO a`Tem - oAls eta A-na a.x mcllLTs,e G+PleZ aeps � w wee ms'i DESCRIPTION M aQI t v M RI 1or tI[ K I/4 M Vl 1/4 a tu:al 10. w.cl: at taint swat a wt x e IIC[ w¢r. RGm+ SURVEYOR'S NOTES I.1M TantCT w m M m!6 MRTf rAt IaT I9[p 4TJWt M 9pYMAS NCI M 0MUIL 9 ? Cr ♦ rNltll tdDW GI OW A» MMM A, M AOAOM I M 1FLTS91 IQ. 1VArA! A DARK MICE m Im B Ismum � OM CM0.w4w &a Am ALL m u InAmcT UR+ I1 Kftm AAI ftA I. "t 16' VIIO v+aWOoomlm rrmm AM FImm To T L "Amn T1'g013 LCeM MIIA Im Z t' C An Ipt wa 0L ovw a CempM1 TMOeA .01m PR-1 m of a". T. ME, T1R14 LM100K1110TC0 m Amw 1% M& 6 WRAM 1Vlm CMMOO Tin ACIM VAR CA tM S IPACOe6 tll 00TNIp m 41pC'r b.P! A RrlMcs R MRR flWl M SL"I. aIo 6V1 iMflDi'JR WpIB>ID 1101CVf T'R1ld OOAfalt 0r M RCIC 1YdQr a slenl +X1KOI .pR mr asLtwclm rpA AlpnT.e.w, tabo m CCE , OR 01A0t C6TT?OIIS M ucm a tApamm AppaAmm C Am. WRE 110f LOP= CdVT 13 WIMIL tt. MEMO* Tlm NDMM Am CVAM m M w "AIIRGu1 tpmC,l WA. of Im (me 4a1 It. tAm vQRAItlS.. MT. 1➢A(R �0 imac"m Sm MW 41p0VC1uSILM0rA 9RLY. to v wn10 pimm biT: Tip mmo IIC100t C tomm tmm AA AA01 rNca • npap ZME Rso1A1sA or V. AC *Md m M rnmpl a�exc. twamlprt 6Mx lrpr> an n.m °twnraz zm w Otpl) tIIIn wRA �MI11°rL`11ffi�2.rPP9lfAA Or 'a16gi W o OIAVCIb"il CERTIFIED TO Aw vmAeA: ml fall ant .4" Imti+ ap vaowt Imt °rtwata c•IPAAr 10L?.91 CKM IA10n "' A'elt "COIGE eNmx[ A Anep1l —W O — SURVEYOR'S CERTIFICATE I I't— I>Blrr — M mllwNr — T01' 1IC SITIIt. AS S,Lhle 6 ms AIC M A IAA IpAtRt' ,ff taYd M QA0g10N I GM aaaEm'su° `ZAe2Y [01➢ li�iltln�S12 r4V1lJk' n sAlelcc rnt TI/KR M raml m M rwzot RIV;1 a vawvut aw,Ta°s anWr'�naml L-If, nLI¢0A AamsruM emG PmRluO ro salpw C"W ocow QOII, K i 0 J Z �ly a ZZa� Ups 'oW3 o 0 0 6 a z J CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION FILLE[1 WRIIeROUT /U • UNFILLED r OUAMITV OF 0 MEW MOED REMAR AT 1 BOTT011 OF U.UNTELGVITYFOR G ` vm LOAD 8F16-1B/1T NCMRILL WIOIX L-pMNTRYOI MDEDREBARATRAT T(N NOMW,LHF.RYIT LOMFr iIM¢FO R UPLIFT LOAD 16FlnDAWmREBMAT TDFOFcowcsRe u-uxrELNlamRraD p ! RaDEucmcN.u. .+.y., Fora 5'.10" overall length U-lintel Type SF16-IB/IT: aRaur - Safe superimposed gravity load = 4360 PLF g Safe su nmp� ed uplift load = 2080 PLF A6FRLOAWFaRHWAT Safe superimposed lateral load = 339 PLF gTiq.1RF1"fORLIXO 1�ACnIAL FRO+L®MWHIEL NOMRNL RFEREKORQHO YIELUE) Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load Ol 3'4' 817164B-1T 6113 <1000 3524 <500 O3'-8" 8F16-1B-lT 6113 <1000 3060 <500 O4'.0" 8F16-lB-lT 6113 <1000 2707 <500 O4'-4" 8F16-1B-IT 6113 <1000 2707 <500 O4'-6" 8F16-IB-IT 6113 <1000 2707 <500 O6 4'4' 8F16-1B-IT 5365 <1000 2276 <500 O5'-4" 016-1134T 5365 <1000 2276 <500 OS 5'-6" 8F16-IB-IT 4360 <1000 2080 <500 O5'-10" 8FI6-IB-IT 4360 <1000 2080 <500 10 6-2" 8F16-1B-IT 3480 <1000 1868 <500 11 T-4" 8F16-113-1T 2661 <1000 1624 <500 12 T-6" 8F16-113-1T 2661 <1000 1624 <500 13 T-8" 8F16-1B-IT 1568 <1000 1072 <500 t4 7-8" 8F16-IB-IT 1843 <1000 1136 <500 15 8'-0" 9F16-IB-IT 1943 <1000 1136 <500 16 8'-4" 8F16-1B-IT 1943 <1000 1136 <500 17 8'-8" 8F16-1B-lT 1943 <1000 1136 <500 IS 9'-0" 8F16-1B-IT 1843 <1000 1136 <500 19 9'4" 8F16-IB-IT 1843 <1000 1136 <500 20 10'4" 8FI6-IB-IT 1533 <1000 916 <500 21 10'-8" 8F16-1B-IT 1366 <1000 800 <500 22 12'-8" 8F16-1B-IT 1075 <1000 607 <500 23 13'-4" 8F16-lB-IT 1075 <1000 607 <500 24 IT-8" 8F16-IB-IT 1075 <1000 607 <500 25 14'-0" 8F16-lB-IT 1002 <1000 559 <500 26 14'4' PRESTRESSED 1370 <1000 0 <500 8F16-1B-IT 27 IT-10" PRESTRESSED 950 <1000 405 <500 8F16-1B-IT 28 20'-0" PRESTRESSED 750 <1000 348 <500 8F16-lB-IT 29 4'4" 08-1134T 2189 <1000 1207 <500 30 5'-4" 8F8-1B-lT 1663 <1000 1016 <500 31 W-0" 8F8-IB-IT 725 <1000 590 <500 32 19-0" 8F8-1B-IT 643 <1000 530 <500 33 10'-8" 8F8-1B-lT 582 <1000 474 <500 CONNECTOR TABLE no" tlr ulF m FAWENNG MOIWTx1N ADORgNAL HdIR1O11DlB WOODTO Worn HTS20 HTW20 1450 20 10D NAILS TOTAL Z HT520 2 HTW20 2800 20 10D NAILS EACH STRAP H10A RT16A 1140 9 E 1DOX1-1 2" NAILS TO RAFTER & B 10D TO PLAT SPH4 6 8 I SPTH4 6 8 1360 12 10D NAILS TO STUD MOOD10o00M META20 1450 7 10DX1-1 2" NAILS a' 4' EMBEDMENT@ TYP FOR HIP JACKS OR 1-PLY TRUSSES HETA20 1810 10 10DX1-1 2" NAILS & 4 EMBEDMENT@ TYP FOR HIP JACKS OR 1-PLY TRUSSES HTA16 1870 101 10DX1-1 2" NAILS & 4- EMBEDMENT@ TYP FOR HIP JACKS OR 1-PLY TRUSSES@ HTSM20 HTWM20 1175 B 10D NAILS & 4 1 4"X2-3 4- TAPCONS TYP FOR MISSED STRAPS NO LIMI 2 META20 1985 5 tODX1-1 2" NAILS EACH STRAP TYP FOR 1-PLY TRUSSES GIRDERS@ 2 HETA20 2500 7 16D NAILS EACH STRAP & 4- EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDERS4 2 HTA18 2430 10 10D NAILS EACH STRAP & e EMBEDMENT TYP FOR 1 or 2-PLY TRUSSES GIRDERS@ ODB OON187101d MGT MUGT15 3965 5 8 ATR EMBED 6 & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS MGT HUGT 9790 2 3 4" ATR EMBED 10' & 8 16 FOR MGT] 10D NAIL ADD 4" TO EMBED FOR UNTEL BEAMS FGTR 5000 2 1 2"X5" TITEN HD & 18 SDS1 4%3 TO WOOD MAY BE FGTRHL 3850 MAX UPLIFT) 2 FGTR 9400 2 1 2'X5" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL 7200 MAX UPLIFT) HTT4 HTT4 4235 5 8- ATR EMBED 6" & 18 16D NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HTT5 HTT5 5090 5 8" ATR EMBED 6' & 26 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HDQS-SDS PHD8 7630 7 B ATR EMBED 12 & 20 3 WOOD SCREWS 3 1 2' MIN WOOD MEMBER HHDO11-SDS UPHD9 11810 1" ATR EMBED 12' & 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHOO14-SD UPHD14 13710 1" AIR EMBED 12' & 30 3- WOOD SCREWS 5 1 4" MIN WOOD MEMBER MBHA NFMXXU 3165 3 4•%6" ATR EMBED FACE & TOP 1 2" TOP FOR NFM ENGINEER TO SPECIFY USAGE ON PLANS RPS22 KRPS22 1720 (a)16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY G39PALNM 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) IODX1-1/2" NAIL FOR EA 100 LBS OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM2O/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPUFT 1175f. FOR UPLIFTS TO 3965/ PROVIDE MUGT15/MGT 3)) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD 4) REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE C r C11_1 matt WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL - 8' (U.N.O.) BRG. HT. PER ELEVATIONS INTERIOR SIDE - SMOOTH FINISH - PAINTED EXTERIOR SIDE - STUCCO j--� CMU WALL - 8" (U.N.O.) BRG. HT. PER ELEVATIONS �I INTERIOR SIDE - SMOOTH FINIH - PAINTED EXTERIOR SIDE - HARDIE PLANK SIDING CMU WALL - 8' (U.N.O.) BRG. HT. PER ELEVATIONS WITH NON GROUTED CELLS FILLED WITH EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRO. OVER 1x P.T. FURRING EXTERIOR SIDE - STUCCO CMU WALL - 8" (U.N.O.) BRG. HT. @ 10'-9" AFF WITH NON GROUTED CELLS FILLED WITH . ; EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BIRD. OVER 1x P.T. FURRING INTERIOR SIDE @ GARAGE - SMOOTH FINISH - PAINTED EXTERIOR SIDE AND COLUMNS - STUCCO BRG. PARTITION WALL - INTERIOR - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. W/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES BRG. PARTITION - GARAGE WALL - 4" (U.N.O.) 1/2" GYP. BIRD. BOTH SIDES OF 2x4 WD. STUDS @ 16" O.C. w/ CONT. 20 SILL AND DBL. 20 TOP PLATES w/ R-11 BATT INSULATION NON BEARING PARTITION - GARAGE WALL - 4" (U.N.O.) 1/2" GYP. BIRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. W/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES w/ R-11 BATT INSULATION O NON BEARING PARTITION - INTERIOR - 4' (U.N.O.) 3 518" MTL STUDS WITH UPPER AND LOWER RUNNERS AT 24" O.C. MAX. w/ WOOD BLOCKING AT OPENINGS AND WHERE REQUIRED VERIFY THE ELEVATIONS OF THE HOUSE & FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING FASTERNERS/CONNECTIONS, THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTIONS ENTRY and LANAI Ceilings: 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4" penetration into horizontal wood framing and 1/4" penetration into vertical wood framing members Per ASTM C 1063 and Stucco - ASTM C926 SEPARATION REQUIRED FBC—R R302.5.1 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR / CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT OPENING PROTECTION FBC—R R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, DUCT PENETRATION FBC—R R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE, GARAGE. hristop eers 2mc ALLSIERSDITY RECEIVED DFr 91 .1,,10 Permi6nny 06 attmont si: L1 quit r®H0€y 0 � M p M U Q�iCjt�'S V 3 O d O Q) ( tJ M r fn E o 0- c O aQ IJ Z: O W < 0 L1 LL 4)d A to N 0) ( y V) 3 CL (n �31 CO U) O 0 W SQUARE FOOTAGE LIVING 1,956 GARAGE 679 LANAI 302 ENTRY&PORCH 166 TOTAL 3,103 LIVING C.F. _ +/ 16,830 I BUILDING CRITERIA I BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/-0.18 COMPONENT AND CLADDING ASO WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS: X APPROVED SHUTTERS- BOTH__ MAIN WNDFACE RESISTING SYSTEM PER TABLE 1609.6A TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION MIR MTIM-U W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 e,,Digitally signed by Christopher D ft�rN: c=US, o=Unaffiliated, a' =A0141OD00000172B9270F63 20A, cn=Christopher D Beers rNte: 2020.10.29 14:55:42-04'00' CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 J m M HIn J V M � Z LU O -� a� Ine t'-'n OL V Z -tQ Cn ED c MJQ cm C V m DATE 8/07/20 DESIGN BY CHECKED BY MODEL la tortoga_MARTI OWNER REV DESCRIPTION 1 P1 04 SEP 20 2 P2 16 OCT 20 3 4 5 6 7 8 LL I C G H W ¢ Q r- c� 00 g�0) Q LL A ZOU_ — 06 W w¢w O OaLu 0�� SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 3 OF 8 � I � I i BENCHMARK NO. 2 I 5/8" IRON ROD & CAP PARCEL TAX ID: 4203-131-0001-000-5 STAMPED "2 7805 TRAY ELEVATION 24.81 FEET (NAND 88) (OCCUPIED) FENCE CORNER FOND 3/4" IRON PIPE I I FENCE ORNER - - _ I �$ UTH 0.3' soiTH N87"34'06"E 333.01' OHU OHU- 4. 3 (BEARING BASE) ti" OHU OH OHU OHU OHU OHUr _ N87'34_06"E 1332.05' - U OHU OH HU OHU BARB HARE FENCE NORTH LINE SECTION 10/37/3 BENCHMARK N0. 1 - - - - - : - - 10' DIRT ROAD _ wry- 5/8-IRON ROD &CAP _ _ _ _ ------ - - - - - - ti� ask• a' I 9 10 rl I STAMPED "LB 7805 TRAV" M.A.F.L BARB RE FEND ryg. h - �- Xx I i 00 I ELEVATION 24.54 FEET (NAVD 88) o x-� ----_-------------- .� -xyh` I h� ycx 1k18.( ti.� DITCH 0� x 40' INGRESS/EGRESS EASEMENT DITCH tiry DP op c h� z ( ^^�hx O.R.B. 4447, PAGE 755 _ - - - rytix rye• Ip w xo` - ox y rye. I z v - _ - - - z o I � `� 00 I= Larya. M.A.F.L� GATE I xryry 'v _ Rl w w / PROPO O SED DIRT DRIVE 1 MZ l wo _ I I w EnF I ti 1 w w U ( PROPOSED PROPOSEDIx m CONC. ® z a DRIVE OVERED PORCH ry4 I RADIUS SEPTIC TANK QI} 2270' �°•' 019 I 58.9, 30.0' 6,M PROPOSED l0 SEPTIC TANK 2.7' '�4.0' Z 1- 58.9' ®CD r n.3' ti M h Jlt� I p0 I x'Y�'-02.2' \ w alb i o<I °' UI ao PROPOSED COVERED a5.a 50' 50' CONC. PATIO ry PROPOSED 1 STORY ti^ IC) I x y?� C.B.S. RESIDENCE PROPOSED F.F.E. i x I� 27.30 FEET OHU OHU � � / Qa I I I 's. Q T a I0 I 0 0 n I o 1 Io I a U Q PROPOSED 1 I I N i I p WELL I I(o N o 0 � I w Iz I NLo WEST 1/2 OF THE NW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF to I 0 N g cta SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST x N 0 I w ST. LUCIE COUNTY, FLORIDA I �} o w pIL .:Cn oCo d x o V - I N k x e[ J = U W Q~I IO o I J i w ry,� 21 � L✓ x I �1 h of I NI I 10 I I I /Pr POND ti I= x x ,--- 1 10 lI = 1 I I 10 it I i i I h I I I I0 I r I I I tip 1: I I I xry Io i 1 I , I I I e FENCE CORNER 0.3' NORTH at 1� rya. FENCE CORNER b 0.7' NORTH �9a �9a 4' BA WIRE F NCE I I I 0.9' WEST ti S87°30'36"W 332.71' ,1 FOUND 5 /8" IRON ROD I 0.40' NOfiTH 0.71' EAST I 01 PARCEL TAX 'ID: 4210-213-0001-000-8 tibryxryry�„x �� (OCCUPIED) tiryb i I i 9 10 SOUTHWEST CORNER SECTION 10 PER CERTIFIED CORNER RECORD NO. 051960 FOUND 3/4" IRON PIPE 16 15 Aauno:) atxnl'Is luaUaynda0 8umpLujo, OlOI 16 ; "u 03AI3J341 I (NOT TO SCALE) LEGEND O.R.B.-- OFFICIAL CENTERLINE CORDS BOOK 0 ((P - PLAT �, 2 m (M - MEASURED c +` - D - DEED c (C)- CALCULATED 0 O LB. - LICENSED BUSINESS CONC.- CONCRETE '? " O 0 w C.M.P.- CORRUGATED METAL PIPE INV - INVERT y EL - ELEVATION C p 0_ F.F.E. - FINISH FLOOR ELEVATION Q z P.U.E. .E. - PUBLIC UTILITY EASEMENT 2 a Q CS D.E.- DRAINAGE EASEMENT OHU - OVERHEAD UTILITY LINE C as n �� 0 - WOOD POWER POLE G W E--- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD WOOD LIGHT POLE 0 C ®- ELECTRIC METER I.D. IDENTIFICATION (Q ®- TELEPHONE RISER O R M.E.S.- MITERED END SECTION (g} - CAN RISER - F113ER OPTIC CABLE PEDESTAL GRAPHIC SCALE HDPE - HIGH DENSITY POLY ETHYLENE PIPE 0 40 80 MA.F.L. MEAN ANNUAL FLOOD LINE (PER RAFTED DEBRIS) ( IN FEET I P TI UD N Iinch =40'ft. THE WEST 1/2 OF THE NW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. SUNOTES 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 RELATIONSHP-5,_AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011), 3. THE NORTH LINE OF SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST IS ASSUMED TO BEAR NORTH`- 89'56'40" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DI NED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALEDEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. FIELD SURVEY LAST CONDUCTED ON AUGUST 12, 2020. 8. OVERALL PARCEL CONTAINS 5.08 ACRES, MORE OR LESS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER; INSTRUMENTS OF RECORD. 10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 11 ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT DETERMINED AS PART OF THIS SURVEY. 13. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111 CO250J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. CERTIFIEDTO ALLY PARKER BROWN TITLE INSURANCE AGENCY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY MIDFLORIDA CREDIT UNION, ISAOA/ATIMA GEORGE MARTIRE AND ANGELA MARTIRE GROZA BUILDERS, INC. SURVE"YOR"SII CATE I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A 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 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 AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, F4( R10AG ST-ATVTES. CIVILSU ,I9�;R Ll,Q>`ANC. ^r /0 3 26 BY: BRIAN C, -KIERNAN = DATE OF SIGNATURE PROFESSIONAL SURVEYOW & MAPPER FLORIDA REGISTRATION NO.. 6101 CJ R Lu U Z I O U 2 I'� Z I ¢ w e a L > 4 I !w Fr � LD 3e Z di CS w L� Lu uj a m m m 0 m m z u°a p 'S UJ w LL o t3 c c> Cora o 0 N II o Q T m 0 Z o Uw rY J ui W J C m a Q O N z ® CU) a o m