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HomeMy WebLinkAboutFL D O H WELL PERMITMission: To protect promote & improve the health of all people in Florida through integrated state, county. & community efforts. mrD-Gy?p •1(0, OF `/y"t —C4C/�o•�d c0 �i Vision: To be the Healthiest State in the Nation �rl %e Rick Scott Governor Celeste Philip, MD, MPH State Surgeon General and Secretary Florida Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits SCANNED Effective July 24, 2017 BY St. Lucie County • 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()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 St Lucie County - Dlvislon of Dlscase Control ana Health Protection Bureau of Environmental Health 5150 NW Miner Drive Port St Lucie. FL 34983 PHONE: 772/8734931 • FAX: 7721595-1306 FloridaHealth.gov �or,1_a y6�9 JEA;hei�alih Department Public Health Accreditation Board STATE OF FLOR16A PERMITAPPLICATION TO CONSTRUCT REPAIR;<MODIFY;ORABANDONAWEC! ...... 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E-maUggdnss ' Water.Wel1 Contractor's Address- _ � - T`typeofWdrk• 'ConshucUod _Re - - - -: . State ZIP pair _Modrficahon,�_gbandonment - - - - - � _ 8 NUmbe�OFRbposad Wells .f- •ReamnforRepat, Mo6amhoacrAhaiNwuilent . 9 •Bpectfylntended_Use(s)of Weii(5) � - -. ' . :. /1. 'D. D D ✓ DOmesUc Land scape.,IrRgahon - _Agncgttufal ImgaUdn: Sita..Investigadon. BgtueO Vyater5upply _F3ecteahon Aiea lmgahon vestock - 111)onitor)rr _Nursery tirrgaUon 9 f Pirbfic.IN Supply (Umded ll§e/OOI-0; jest 2ubII6WaterSupply(CgmrttunityorNon-Commundy/DEP): �mmemaUlntlustnar Earth oupledGwine rmar :VEC 6 2018_Gajft: -Tq Iff'kg on• ttVl{CSupply :. - . Glass.i Iplection ' x , . Class V In)ecdon Recharge Commerclalllndustrlall)isposal zAqulferS[o[ageandRecovery .'Drainage Remedtahon Reeopery HIn St LUdeF ou6 RONMENL"JEAL. 1 Other(Desn3o) - Pcte.No4antme�ofivelesa(apemdneaD�..agry ail pamum,gawrodtr) 10 Dstancef�omS4)UrSystemlfQ0Dft % N FacrTtyDescnpndn S�i�$YlC� 12Fs1jmatedStart Date ' 13 EsUmate_d Well Depth' ) ZU:{t �'Eshmated Cas�nB Depth' I R -'Primary Casmg Diameter -� iD _ Open Hole From_To_R 14Esdmatei] Sneer`` Interval From Ito To t�D. tL 15'PnmaryCasmgMatenat �BlacrcSieeF" GalJanu;ed ' .✓ P171G � StarNessSteel � . .., - .. __Notcased ,. - N. 5econdaryCasing Tel Uner-_66.Cas1g +Dlarrieter tri. 17 Secondary CasmgnQatenaL w8lacfcSteel-_.-Galvantzed�- - PVCStamless Steel --_„Oilier 1t3 Method of ConSduchod Repair ot�ibandon(nent Auger aCa6ji.eToot Jetted ✓Rotary .Son e Cornbmahon (Two or Mofellrje)hodsj_ Hang DrrvQer(VVeV Point: Sand Pant) riydraWCRoint (DireciP�,sh) Hat¢ontalDnllmg .-P(ugged'byAp➢raveaMethod-"` k Y .Otlier•N�rnbe) 19 Proposed Grcut nginterval £orthe Pn"marf SemndaD and Addil onaFCes e From to -- : SealMaTerialt_.-9enronde _. Neat'C"ement Qfrier ) ' From To . . SeaIN)ateiaTf W. Beritgnite NeatC ,anE_Ofher ..)' . . To 7 .Seal.Material{__E)eritonrte IeatCPmenty;_`Ofher - ) . Ram From To SeaiMatenirft_Beptonife �tyeatG`emeri'- Odtet j . 20 Indicatetotal numberoFeetsUngviel(s lasfnumberofexisbny unu5etl )veOsQ letle �. 21 IS(hlSiVellgran�aXlStingWe1f01`Ylate_pWl(hdrayy81;on1he OWner's cpnhguous-propertymYen�4ndera GGnstimpnvelNYater Use -Permit (GUP/VyUP) orCUPANUPApppcatoii7 Yes x No If Yes mmpletethefonowmCtiPM{()g•No '- _ D-islhcLWeU.IDNo;. -23 POPOblairiedFtom -_GP& Map Survey - , .Da(um :NAD27 _NAD 63 =WGS Ba I?e�•raaYumr,�nenawak�de°m,m�nsyaxrm;sAfmSam°°t°„aa �oweA amcat q:ae,,,�ma(rn„€oy� .=w+oeo wsaay�t aim 'a'+A' l mwniaadse[.�,,,,,caiw?wvvr•r�i,.'seemrmmrarem.. 'mn+mrt9iR IrdNdrmel9pLa9rNo®a!imRwlMm.dsap�edtathsmneeffigp�Tm9°��+�5 � '�.'Osm}Y-avmeF, gmau claw�ea.bpubEi4�'m �tr�p�q r 10t•, ' 3 e °awe-rq�eb P"x°°w5r 9¢ WttK m�e�eOem(ewler6a oK. le:mwumeq uro°Cam na tau'. M;m'[Mrti?Pmacort - i9marurecfC°n4acfar _ txe.aex°: ,,.519ty arp)vtler gent.::. DUW Approver Granted . FeeR;"d s Recelp(No ' n Dab ./�v�ymt°91stAPPmver .� �='i OP(taPiMFpopEm'RSi:M(i6AR2lSiLS3e2lVE9C9017V0(lV1UA){ 1iJ1IDapCli,uE1NrpAoDTrLdTtPtE]RdEOt:WnP:6Ep`LL5'21.C$3Y2jSj4EI0G1ll1NIU4�LRFIBNAGYC(pi:F(:l..CAFB)t;iOaicHNu$�a;RaU-.iC.:4. 'toaD<cNrFetrCR.aEE.Pr�rA9. IRRm,t(.xu. t�Oa-OrxfE,elsCrq-i(u.TrO.n.C.mJrE or: ntE wnn otoeTtIS ORIZEb anpR 'OlZAegNDONMFT¢orry7iE' A 17.0 20 !6 U I � H �w I SS 24 :•1' Z 0 9 W O � ? ? A � 017.1 �2 WELL I I x 17.4 I I ' I x 17.0 PROPOSED'. $ .'CONCRETE 7-0mi 16. e.ov OAK °w a $PROPOSED 1 STO S y RESID E MINIMOM - 19.5' 6 17.1' vw 17.4 mm x 17.4 LOT 3 HERS RANCHETTES BOOK 46. PAGE 24 VACANT 17 x 16.9 PROPOSED WATERLINE Q2 WELL O A O $A I 16,2 PARCEL N 2334 ONPI OCC RONALI 9701 n PERMIT #:56-SF-1903130 APPLICATION #:AP1383979 4e STATE OF FLORIDA RFCFj` DATE PAID: DEPARTMENT OF HEALTH OFF Fo --ONSITE_SEWAGE TREATMENT AND DISPOS 28�FEE PAID: lj , 1 • SYSTEMS�tUn9 peed RECEIPT #: — —- wfiP�"''7°' DOCUMENT #: PR1193604 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Christopher and Sarah Monroe - PROPERTY ADDRESS: TBD Muller Rd Fort Pierce, FL 34945 LOT: 3 PROPERTY ID #: BLOCK: SUBDMSION! [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] 2334-700-0004-000-9 [OR TAR 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 T [ 1,050 ] GALLONS / GPD Septic 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 I ] D [ 500 1 SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED (XI MOUND [ I I CONFIGURATION: [XI TRENCH [ I BED [ ] N F LOCATION OF BENCHMARK: FND 518 IRC LS #3435 NW Property comer I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D 0 T H E R [ 24.00 1 [ INCHES FT ] [ ABOVE BELOW ]BENCHMARK/REFERENCE POINT [ 35.001[ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L REQUIRED: [ 29.UU] INCHES EXCAVATION REQUIRED: L ftI.uv J ie system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 0 gpd. e licensed contractor installing the system is responsible for Installing the minimum category of tank in accordance with 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: rian J Ingram TITLE' Environmental Specialist II A1?P120VED BY: ITLE: Environmental Specialist II 'St. Lucie CED ' Drim J Ingr DATE ISSUED: 12/06/2018 �T I E: 06/06/2020 DH 4016, 08/09 (Obsoletes all previous editions Which a / f.. Page 1 of 3 Incorporated: 64E-6.003, FACv 1.1.4 AP1383979 43415 NOTICE OF RIGHTS _ A party whose substantial interest is affected by this order may petition for an administrative hearing pursuanfto 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 5150 NW Milner -Dr —Port -Saint -Lucie, FL 34R83 HEALTH — — — PAYING ON: PERMIT#.56-SF-1903130 BILL DOCtr.56-BID-4030283 CONSTRUCTION APPLICATION M AP1383979 RECEIVED FROM: Trefelner Construcion Inc. AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 1001 PAYMENT DATE: 11/19/2018 MAIL TO: Christopher and Sarah Monroe FACILITY NAME: PROPERTY LOCATION: TBD Muller Rd Fort Pierce, FL 34945 3 Lot: Block: Property ID: 2334-700-0004-000-9 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -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 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3805578 `�� STATE OF FLORIDA dy" , -DEPARTMENT-OF -HEAT n ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM �a°°°' APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ✓ ] New System [ ] Existing System [ ] Repair [ ] Abandonment APPLICANT: Christopher and Sarah Monroe AGENT: James .CCJ;- 2. V 171 PERMIT NO. l7F'��OJI3O _ DATE PAID: II o1 g FEE PAID: - RECEIPT #: .'1044q [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] MAILING ADDRESS: 1760 Copenhaver Road Fort Pierce, Florida 34945 TELEPHONE. 772-201-9833 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: 3 BLOCK: SUBDIVISION: Rogers Ranchettes PLATTED: PROPERTY ID #: 2334-700-0004-000-9 ZONING: Ag I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 2.5 ACRES WATER SUPPLY: [,(] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FSY [ No 1 DISTANCE TO SEWER: FT PROPERTY ADDRESS.- Mueller Road 346149, DIRECTIONS TO PROPERTY: see 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 1 Residence 4 2982 2 3 4 [ ] Floor/Equipment Drains [ ✓ ] Other (Specify) Garbage grinders/ Disposals SIGNATURE: DATE: 11-19-2018 DH 4015, 08/0 (Obsoletes I revious editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1383979 DEPARTMENT OF HEALTH PERMIT # 56-SF-1903130 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SF1143415 SITE EVALIIATION AND SYSTEM SPECIFICATION APPLICANT: Christopher and Sarah Monroe CONTRACTOR / AGENT: Trefelner Construcion Inc. LOT: 3 BLOCK: SUBDIVISION: ID#:2334-700-0004-000-9 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AM SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: Ex ]YES [ ]NO NET USABLE AREA AVAILABLE: 2.60 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 3750.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK./REFERENCE POINT LOCATION: FND 5/8 IRC LS #3435 NW F ELEVATION OF PROPOSED SYSTEM SITE '24.00 L INCHES / FT ] / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN DE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: PT PRIVATE: 97 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 40 FT PROPERTY LINES: FT POTABLE WATER LINES: 73 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES Ix ]NO 10 YEAR FLOODING? L ]YES [X]NO] 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:Winder loamy sand Munsell #/Color Texture Depth 1 OYR 32 Sand 0 To 11 1OYR 412 Sandy Loam 11 To 20 10YR 518 CMN/PRM RF 13 To 20 1 OYR 52 Loamy Sand 20 To 27 1 OYR 62 Sandy Loam 27 To 47 N 7/ Fine Sand 47 To 72 USDA SOIL SERIF S:Winder loamy sand Munsell #/Color Texture Depth 10YR 3/2 Sand 0 To 11 1OYR 42 Sandy Loam 11 To 20 10YR 5/8 CMN/PRM RF 13 To 20 10YR 52 Loamy Sand 20 To 27 10YR 62 Sandy Loam 27 To 47 N 7/ Fine Sand 47 To 72 OBSERVED WATER TABLE: 50.00 INCHES [ ABOVE / HELOH ] EXISTING GRADE TYPE: [ PERCHED /I APPARENT I] ESTIMATED WET SEASON WATER TABLE ELEVATION: 13 INCHES [ ABOVE / FELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: L ]YES [X INO MOTTLING: [XIYES [ ]NO DEPTH: 13.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 47 INCHES DRAINFIRI.D CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA SWT determined using WSS and soil borings OYR areCMN Prom RF mottling in 10YR 412 matrix> 2% starting at 13- in SB1 SB7 24" above BM SB2 25" above BM SITE EVALUATED BY: Ingram, Bdan (Tit{b: Environmental Specialist II) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletss previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 12/04/2018 Page 3 of 4 56-sf_ I 4'�5i30 ?rill APPLICANT'S :\PPLICANT'S NAME: Chr�sen /19or�1-oe�Ti� LEGAL PROPOSERSEP'IGS'ST'ES�TEIlYFO1t11AT10lW I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than t5 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. Jncc G�mu'sepiicsScplieApppPag.a7 CERTIFIED BY: FLORIDA PROFESSIONAL NO.: DATE: I� i�--�P JOB NO.. A f STATE OF FLORIDA. —DEPARTMENT- OF —HEALTH-- - — --- ONSZTE.SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION. AND FINAL APPROVAL APPLICANT: Christopher and Sarah Monroe APPLICATION g:AP-1383979 PERMIT x:56-SF-19=30 DOCUMENT n>F11324.025 DATE VAM:12/27/2018 FEE PAID:25.00' RECEIPT a.:56-PID-3834938 AGENT; James Trefeiner(Ttefelner Construcion lna). _ _ - PROPERTY- ADDRESS.- 10055 Muller Rd FortPierce, FL 34945 LOT: 3 BLOCK:, SUBDIVISION: IDO: 2334=700-0004.000-9 CHECKED rXl ITEMS ARE NOT IN COMPLIANCE; WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ 1 [OL] TANK SIZE [1] 1090:00 [21 ( ] (271 SURFACE WATER FT [ ] [021 TANK MATERIAL Polypropylene [ ] [281' DITCHES 100' FT [ 1 [03 I _.. _. - _.._ OUTLET DEVICE [ , I E291, .PRIVATE WELLS, 97 FT [. 1 [041 MULT2-CHAMBERED. ( Y N ] [ 1 (30], PUBLIC WELLS FT I 1 [053 OUTLET FILTER POIy[Ok PL-68 [ ] [3l] IRRIGATION WELLS _ FT ( 11 1063 LEGEND, 1. 70-143.11 DC4 2. [ 1 [321 POTABLE WATER _—_ _ 84_. - -_-_ FT [ ] [071 WATERTIGHT [ I [331 BUILDING FOUNDATIONS 5 FT E. I [OS] LEVEL C I r347 PROPERTY LINES 37 PT [. 1. (091 DEPTH TO LID [ I [351 OTHER FT DRAINFIELDINSTALLATION FILLED / MOUND SYSTEM [ l 1101 AREA. [11 679.2 '(21 S4FT [ 1 [36] DRARIFIELD COVER, C 1 [111 DISTRIBUTION BOX' _HEADER _ }( —^ ('. 1 [371 SHOULDERS [ ] (121 .NUMBER OF DRAINLINES 1, 6.00 2. [ ] [391 SLOPES [ 1' [131 DRAINLINE SEPARATION [ 1 [391 STABILIZATION 09/27/2019 [ 1 (141 DRAINLINE SLOPE I ] [15] DEPTH OF COVER ADDITIONAL INFORMATION'; [ ] [I61 ELEVATION [ ABOVE_. / SELO.W IBM.35._00 [ ] [401 UNOBSTRUCTED AREA I 1 1171 SYSTEM LOCATION [ 1 1411 STORMWATER RUNOFF [ ] (181 DOSING PUMPS [ ] 1421 ALARMS I 1 [191 AGGREGATE SIZE' [ I [437 MAINTENANCE AGREEMENT [ I [201 AGGREGATE EXCESSIVE FINES. [: 1 I441 BUILDING AREA. [ ] (21I AGGREGATE bEBTH [ 1 [451, LOCATION CONFORMS WITH SITE PLAN FILL /EXCAVATION MATERIAL I. 1 [46] FINAL SITR GRADING (. I [22] FILL AMOUNT -' [- 1 [471 CONTRACTOR MICHAEL W3T[IHR(ASHTO - [ 1 [231 FILL TEXTURE [ 1 [483 OTHER INFILTRATOR Quick4 Plus EQ35 LP [ 1. (241 EXCAVATION DEPTH ABANDONMENT [. 1 [25] AREA REPLACED [ '] [491 TANK PUMPED E. 1 [261 'REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments areon-page-2. CONSTRUCTION I. APPROVED / - r - St. Lucie CHD DATE: '0812112019 DISAPPROVED 1 ° Envlr ntal Specialist ll sel Ingram (ENVIRONMENTAL HEALTH) 'r FINAL SYSTEM [ AppROVED / DISAPPROVED ) : - ' - _ -. _. St. Lucie -CAD DATE:. 09/27/2019 -. Environmental Specialistil 8n J Ingram (ENVIRONMENTAL HEALTH) Rb pleaation of violations on £olloviny page) ON 4016y. 08/09 (Obsolatesall previous editions which may not be used) Incorporated: 64E-6_003, PAC Page 2 of 3 EH Database v 1.0.1 AP1383979 EID1903130 .•.• STATE OF FLORIDA DEPARTMENT OF HEALTH . ONSITE SEWAGE TREATMENT AND DISPOSAL: SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments AmicATzat; p:AP138397,9 Pzmai' ff156-SF'-lg03130 Docubmirr 041324o25 DATE. PAID: VZ7720.r8 . ESE PAID' 2&00' The system. is sizedfor4 bedrooms witha maximum occupancy of 8 persons (2 per bedroom), for atotal estimated flow of 40D 9pd. New ST, filter, and.6x1 o long DF installed,. No viotatlons,system ok to cover. Contractor notified onsite: Needs finatinspectionfor mound system, gutters, and final site grading. Final system approved: Contractor.and`building department emalled final approval. DR 4016,.. 08/09 (Qbsoletes all previous editions Such may not be used) Incoz'Porat:ed: 64E--6.003, FAG Page 2 of 3 EN Database v 1.0.1 AP1363979 EID1903130