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Home My WebLink AboutSewageMOO 37 '=1 SSpSLZI35 E6VZL4IdV p'S'S A E ;o T abed . OVS '£00'9-zp9 :Pa;e3odxooUj (peen aq ;ou Arm goign suop4ipa snoieesd TTe sa4aTosg0) 60/80 '9T0p Ha IZOZ/90/01. :axva xoIwalaxa OZOZ/90/40 :aanssi aiva �x r �e=tee aao erinl•IS II ;siTeioadS Te;uemvoxrnv3 :a7yIS �.� :xH aaAOxddV II 4STlv=9dS Te4ss8ma02ieu3 :zuiz m6dbui l ueTaa :xH SNOIlvolai0ads pdB ;o mog palew9so je)ol a jol '(wooipaq iad Z) suoriad 9;o huedn000 wnwixew a U#m swoapaq tr Jo/ pozls si we)sAs ---- - - - - - --sanoxl I I :aaxxnoau Noi"Avoxa saaOMI [00.9L1 :aaaid6za aNioa aoxauaaau/xHvwaoNaH NOTZ( ZAO9VI1 Zd saHotu ][ 001I. ] axioa aONaHaaaH/xxruwoNas[ NOZ3s [ is saaorll ] [ OOZ ] Isom papua)xa auil f[yadad N [ ] aaH I I [ ] mmcx I ] aamlxa Ix] asuamas I 1 :=sas adxi v wasSxs V/N sasa ammas I ] u wsssxs Mau pla#uieip said savnbs 1009 ] a x 3 H S 0 a T as OS aTaxffxxvxa SO wOSSoa a ails waisxs aasoaoua SO xoiavnTla I 1010'OIN :NKTAHONas 30 NOI"007 d N HORMU Ix] :moixvHmiaA00 I [ ] end# mm pz uaa sasoa[ ]a SHOT MI I xaxovavo xava oxisoa snoTrvo [ 1 x ISHOTM Oszl:mwx aT9NIS xSIovavo xnxrAV I xSlovavo aOSdaOa=l asvaao SNOT nm [ 1 x xSiovdvo V/N aao / sNoTmts I ] v xaxaaaeo Mauggaas aao / sxoTmro [ ()90'1 ] a aNv NnISaa waSSxs •xsuaaoud slHs do srlswaoTansa uoa aauxnOax owiaixwxaa =OT uo 'asyss 'mzaaasd uanio Hilo soxviTaxoo Pzoua a=iwav mu sawmm sox saoa szxuaa sium SO aoxvnssl 'aloe aNY ZTnN aaUX 9NI38 MlMHd SINS NI STnsau Elul sxoi ROIHIaoH HOas 'NOISvollffav LIKHaa mal xalaOw os Immi-iaaY M aaInbau 'SIwgacl SIHS do Holmnssl xOd SISYH Y sv aaAuss HOIHM 'SSova mrixaaVR xi aONYHO XW *ZRIl 30 aoxuad 0I32oaaS mm uoa zomu Iodaad xaoimusizvs aasNvavm SON sna Hzmsxs d0 gwouaav wspa \iaaa o'v'd '9-ap9 dzxavHo aav ''S'd 'Sg00*T8E HOISOss SO Sawcuvss c" SNOI"31aloads Hi IN aoNF(ax000V NI aai3nuisN00 HE lsnw waxsxs [uaexm ai xva aol Iuaamn Tsouva 'aoxtm 'alaSHNOa 'xoxaoasl salels3 Dania ueipuI 0£0ZZ£621d `# mNzp=oa :# aaiaoaa :alvd aa8 :arid aiva £6VZLtiLdV:# xolmo3niav V6£9ti0Z-JS-99 `# alwxaa :NOISIAIOHas b-000-£6110-609-ZOK :# al xivadoua :xoOTa 9I :107 Z86K1d'BOJa!d!)Od PA18 lasunS 9089 :ssauaav xsuaaoud (aul 'epuOW lsamtWON 10 sawoH swePV) : sNv02Taav MON SalSO IHOd srwHaa NOIaOmia HOO xaasxs 2BSodSIa = SrISUVa21S SSVMas 911SN0 &TiZilaH 3o xumgzuvaaa vaindoma 3o 'aiviL.s . .l 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. , St. Lucie County Health Department ffB I H 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEAPAYING ON: #,56-SF-2046394 BILL DOC#:56-BID11598099 CONSTRUCTION APPLICATION#'.AP1472(93 RECEIVED FROM: Benjamin Drew"s Plumbinq & Drain Ser AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 205866 PAYMENT DATE: 03/10/2020 MAIL TO: (Adams Homes of Northwest Florida, Inc) FACILITY NAME: PROPERTY LOCATION 5806 Sunset Blvd Fort Pierce, FL 34982 Lot: 75 Block: 65 Property ID: 3402-609-0493-0004 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 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - 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 / 1 � r ran i• �i `,1� RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4338166 STATE OF FLORIDA PERMIT No_Fk- �L- -U3Q4 DEPARTMENT OF HEALTH DATE PAID: p ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: RR, —(K. SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT AP-PFCATION FOR: IV] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair }-]f [ ] Abando`nmment - [ ] Temporary n [ ] APPLICANT: dQ(n5 • }f"On `LJntof Mu) r 1on UIL. TELEPHONE., -172' Om-Z-CT(OZ �aIWMzeT-rATtM,t11[iA 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: IS BLOCK:Ug_ SUBDIVISION: �?.FZ j/[,A + O PLATTED: Ic7s PROPERTY ID #: 5g02-1DD8- D38S' [W- l ZONING:.VS-LI UIVALENT: I/M OR�EQUIV EQ [ Y / N ] PROPERTY SIZE: �Zz_ ACRES WATER SUPPLY: [ PRIVATE PUBLIC [ ✓]<=2000GPD [ 1>2000GPD DISTANCE TO SEWER: A FT IS SEWER AVAILABLE AS PER 381.0065, FS? [(�Y /(N ]J PROPERTY ADDRESS: �bLp Sj,(,Y� -� Q,�VGi/• DYt I�YC � DIRECTIONS TO PROPERTY: �no Q. ,LC (� CIiI cPQ Map ' a BUILDING INFORMATION [RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 2 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Adams Homes of Northwest Flc CONTRACTOR / AGENT: Benjamin Drew"s LOT: 15 Inc & Drain Services BLOCK: 65 APPLICATION # AP1472493 PERMIT # 56SF-2046394 DOCUMENT # SE1271411 SUBDIVISION: Indian River Estates ID#: 3402-609-0493-000-4 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS." PROPERTY SIZE CONFORMS TO SITE PLAN: IX]YES [ ]NO NET USABLE AREA AVAILABLE: 0.23 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 675.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 753.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQET BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE 2.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [XINO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 ET NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTA33LE WATER LINES: 32 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NOI 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MEL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 6 1OYR 5/1 Sand 6TO41 10YR 6/1 Sand 28 To 41 1 OYR 4/2 Sand 41 To 46 1 OYR 211 Spodic Material 46 To 66 I OYR 4/3 Sand 66 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 5 10YR 5/1 Sand 5 To 42 10YR 6/1 Sand 27 To 45 1 OYR 4/2 Sand 45 To 49 IOYR 211 Sand 49 To 68 1 OYR 3/3 Sand 68 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / Pzm7w 1 EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 27 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X IYES [ ]NO DEPTH: 27.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: IX] TRENCH [ ] BED [ ] OTHER (SPECIFY) r- REMARHS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. ,10YR611 stripping In 10YR511 matrix>10% with diffuse boundaries starting at 27' In SB2. SB1 and SE12 2" above BM. - I',? SITE EVALUATED BY: Ingram, Brian e: Environmental Specialist 11) (ENVIRONMENTAL HEALTH) tions OR 4015, 08/09 (Obsoletes previous ediv b may not be used) Incorporated: 64E-6.001, PAC DATE: 03/17/2020 Page 3 of 4 AP1472493 EID2046394 v 1.0.2