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HomeMy WebLinkAboutHealth Department Septic Approval (2) I u 1 � PERM IT #;56-S F-1790116 ' APPLICATIONSTATE OF FLORIDA #:AP1307567 DEPARTMENT OF HEALTH DATE PAID: +� ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: t' SYSTEM iy, s RECEIPT #: °WIG DOCUMENT #: PR1076764 I CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Standard Pacific of Florida) r I PROPERTY ADDRESS: 13192 NW Wheaton Ln Palm City, FL 34990 LOT: 3 BLOCK: SUBDIVISION: Riverbend PROPERTY ID #: 4425-703-0008-000-1 [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. I SYSTEM DESIGN AND SPECIFICATIONS j I T [ 800 ] GALLONS / GPD AOUaAlre AA800 Aerobic Unit New CAPACITY A [ 450 ] GALLONS / GPD Pretreatment Tank CAPACITY N [ ] GALLONS, GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 450 ] GALLONS' DOSING TANK CAPACITY [87.00 ]GALLONS @[ 6 ]DOSES PER 2I4 HRS #Pumps [ 1 ] D [ 650 ] SQUARE FEET Drioline New SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED (X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] j N F LOCATION OF BENCHMARK: pop nail in curb E side of Wheaton Ln.24'S of property line. Elev 8.10 1 I ELEVATION OF PROPOSED SYSTEM SITE [ 2.00 ] [ INCHES FT ] [ABOVE BELOW BENCHMMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 1.00 ] [ INCHES FT ] [ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [21.00] INCHES EXCAVATION REQUIRED: [ 65.00 ] INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons(2 per bedroom),for a total estimated flow of 0 520 gpd. Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H s. 64E-6.013(3)(f), FAC. NEEDS BIANNUAL OPERATIONG PERMIT/ME CONTRACT FOR 2 YEARS BEFORE FINAL APPROVAL.E R l SPECIFICATIONS BY: Brian Davis TITLE: Master Septic TanklContractor I APPROVED BY: TIE: Environmental Specialist II St. Lucie CHD Brian J Ingraf DATE ISSUED: ! 0912 /2017 EXPIRATION DATE: 03/28/2019 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) 11e Incorporated: 64E-6.003, FAC F1 OP Page 1 of 3 v 1.1.4 AP1307567 SE1048301 I t t 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 prc�eedings 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. I. 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 i z � ~. St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON- PERMIT#:56-SF-1790116 BILLDOC#:56-BID-3591498 cONSTRUCTIONAPPLICATIONAAP1307567 RECEIVED FROM: The Milcor Group, Inc. AMOUNT PAID: $400.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 09/20/2017 MAIL TO: (Standard Pacific of Florida) FACILITY NAME : PROPERTY LOCATION: 13192 NW Wheaton Ln Palm City, FL 34990 3 Lot: Block: Property ID: 4425-703-0008-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE i 128- OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 -Surcharge (AII) 1 $ 15.00 -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 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3375438 a I STATE OF FLORIDA PERMIT NO,/�-sF-Moll(v DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: &JDI ., SYSTEM RECEIPT #: 1"E'`� APPLICATION FOR CONSTRUCTION PERMIT ;LPPLICATION FOR: [X ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] M APPLICANT: Standard Pacific of Florida GP, Inc. • AGENT: The MilCOr Group, Inc. TELEPHOi: 772-223-8850 *MAILING ADDRESS: 6526 S Kanner Highway, Stuart, FL 34997 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: Riverbend PLATTED: Yes PROPERTY ID #: 4425-703-0008-000-1 ZONING: PUD �I/M OR EQUIVALENT: [ Y / N ] i PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 13192 NW Wheaton Lane, St. Lucie County, FL 1 DIRECTIONS TO PROPERTY:East On Becker Rd. for approximately 2 .5 imiles to Gilson Rd. Then north on Gilson Rd. for approximately a mile. Then East on NW RacLciltray. BUILDING INFORMATION [ X] RESIDENTIAL [ ] COMMERCIAL Unit ,Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sq£t Table 1, Chapter 64E �6, FAC 1 Single Family 5 2 %%% `SSA G CD,���i �• NO 4 L 7 . Floor/Equ' me ra [ ]iO ST(11&CQfy) :'•�� i O 0 SIGNATURE: io s •' I D { � ( TE l� DH 4015, 08/09 (Obsoletes previous editio1nis"14$WiV may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 I r V I L STATE OF FLORIDA PERMIT oa6 ,.i DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM Wt SITE EVALUA/TIO1N AND SYSTEM SPECIFICATIONS APPL'TCANT: [� I R l n i f �•t C- AGENT: LOT__ BLOCK: SUBCD/IVISION: PROPERTY ID #: "I -I 2� 7� OG+� n- QGy- r [Section/Townah p!/Parcel I o. or Tax ID Number] ,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..I .COMPLETE AML ITEMS, PROPERTY SIZE CONFORMS :TO BITE :PLAN: [. 'YES ( ] NO NET USAELE I:E: _� ACRES TOTAL ESTIMATED SEWAGE FLOW: $72 U GALLONS PER DAY S13 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: _ i5q GALLONS PER DAY [1500 GPD ACRE O PD/A UNOBSTRUCTED AREA AVAILABLE: 9'7 s-- SQFT UNOBSTRUCTED AREA REQUIRED FT BENCHMARK/REFERENCE POINT LOCATION: �C,7 �(— ELEVATION- OF PROPOSED SYSTEM' SITE-T.S" NCHES FT]" [ABOVE/ LOW BENCHMARK�F�EFERENCE Pn7 �rdf `Z .cam u�l� :S, .lb - THE MINTIrdtJM SETBACK WHICH CAN:BE MAINTAINED FRAM'THE PFOJPO�SED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 71 FT DITCHES/SWALES: / 'y FT IN RMALLY WET? [ ] YES �f NO WELLS: PUBLIC:�FT LIMITED USE: /L FT )PRIVATE: �1/JD FT NON-POTABLE FT BUILDING FOUNDATIONS: �,�'01 FT PRO ERTY/ LINES: Co• ID FT POTABLE WATER LINES: !S• FT SITE SUBJECT TO FREQUENT FLOODING: I ] S X`] NO 10 !YEAR FLOODING? YES�/` ] NO 10 YEAR FLOOD ELEVATION FOR SITE: I&A FT MSL/NGVD SITE ELEVATION: /`.4 FT MSL/NGVD 'SOIL PROFILE 71WOR4ATIOX 'SITE-I 'SOIL -PROFILE INFORMATION 'SITZ '2 MUNSELL 4/COLOR TEXTURE DEPTH MUNSELL #/COIN R TEXT DEPTH To D f / a zoi� J S TOL u t I' 5 / To U y To To 2 Ap - ZZTO TO L / S( 6 5 7 TO Z- U ' Z�" SGC,• TO 57 TOE a• L TOr,•y G ✓ ` Zr. y�TO ' I TO TO TO TO I y PTO — USDA SOIL SERIES: cLk�u aG4 :� USDA SOIL SERIES �t [I�/'GdL'N/ e C/ OBSERVED WATER TABLE: U INCHES jABOvE B LOW] EXISTING GRADE. TYP�E: PERCHED /c�IT] ESTIMATED'WET SEASON WATER.'TABLE MLEVATI N: <� 'INCHES '[ABOVE ./,<,..,�'W7 'EXISTING GRADE HIGH MATER'•TABLE NEGETATION.: [ ] .YES [ ✓ N0 ,MOTTLING.: jlJ,'YES [ ] MO MEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: }( DEPTH OF EXCAVA �/ INCHES DRAINFIELD CONFIGURATION: [� [ ] [ ] OTHER (SPECIFY) )M�l��� � ) /ADDI NAL CRITERIA: SITE EVALUATED•.BY-- / ( 1� L. �./f U C,,�.(Gir' DAt' •` DH 40151 :08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.0 FAV,, �.�3 of 4 v S y ' y APPLICANT'S NAME: Standard Pacific of Florida GP, Inc. :56^SF 179011b Riverbend (PE 67-36)- Lot 3 LEGAL DESCRIPTION: PROPOSED SEPTIC SYSTEM SITE INF;,ORMATION 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 15 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 se septic stem that the water line from the water meter or well to the structure is proposed P 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 ressure sewer line or g tY � p 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. .. •Z � 4 �: �`� s�';t) O (n k. ' s' sij'•• .... '�O i lit" NOTE: MUST BE CERTIFIED BY A FLORIDA CERTIFIED BY.� I REGISTERED SURVEYOR OR ENGINEER. FLORIDA PROF SIO A NO.: q DATE: JOB NO.: 2A(� docs/Corms/septics/SepticApppPage207 e Y ti 5�-5 - 1'7108(o .i . ' REP.RESENTATIVC AUTHORIZATION Riverbend Subdivision Please be advised that the undersigned has authorized the following person(s)to act on their behalf in seeking approval for the above referenced application: Melissa G. Corbett, P.E. The Milcor Group,Inc. • 6526 South Kanner Highway 9236 Stuart, Florida 34997 (772)223-8850 Witness:. By: I: t Name �f-(1G1P �2LluyG- t Print Name ACKNOWLEDGEMENT STATE OF COUNTY OF •!'he foregoing was acknowledged before me this day of 20 ( by �`� s (`' Cdpk, ,'and [ � is personally known to me or [ ] has produced as identification. Notary Stamp Notary Public E(117i SIVAN SHACHARCOMMISSION ftFF00702GEXPIRES April 10.2017FlorldallolarYGOFA o.com h Property' Card Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser;--All rights reserved. Property Identification Site Address: 13192 NW Parcel ID:4425-703-0008- Account#: 176823 Sec%Town/Range: Wheaton LN 000-1 25/37S/40E Map ID:44/25S Zoning:PUD Use Type:0000 Jurisdiction:Saint Lucie County ownership Legal Description Standard Pacific Of Florida RIVERBEND(PB 67-36)-LOT 3 15360 Barranca PKWY Irvine,CA 92618 I Current Values Historical Values 3-year Just/Market: $79,200 Assessed: $71,148 Year Just/Market Assessed E I xemptions Taxable Exemptions: $0 Taxable: $71,148 2017 $79,200 $71,1481 $0 $71,148 2016 $79,200 $64,680 $0 $64,680 2015 $58,800 $58,800. $0 $58,800 Sale History Date Book/Page Sale Code Deed Grantor Price 1 I-26-2012 3460/0152 0205 SP Stuart Property Holdings Ltd, $7,000,000 Primary Building Information Finished Area of this building:0 SF Gross Area of this building:0 SF Exterior Data View: Roof Cover: Roof Structure: Buildi g Type: Year Built:N/A Frame: Grade: Effectilve Year:2014 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 Hlgt/Floor:0 Half Baths:0 Sprinkled%:0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Area(SF):l 0 Land Size(acres): 0.58 Land Size(SF): 25,265 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt I This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2017 Saint Lucie County Property Appraiser.All rights reserved. I ittp://www.pasic.org/RECard/ 9/20/2017 TheSeptember 20, 2017 j miicoa Via: Hand Delivery �� -sr 17?Off Grotap Melanie Vance Inc. St. Lucie County Health Department 3855 South US Highway#1 Fort Pierce, Florida 34982 I Engiiierirg Re: Riverbend-Lot 3 a y416e=t7i5vrn . Septic System Permit Application ;Sustain w Eauiranment Dear Ms. Vance, . Attached please find an application for single family residential sepitic system permit, including the following documents: 1. Signed and sealed Application for Construction Permit(DH 4015 Page 1 of 4); 2. Signed and sealed Site Evaluation and System Specifications(DH 4015 Page 3 of 4); 3. Signed and sealed System Design Criteria; 4. Signed and sealed Septic Site Criteria; i 5. Representative Authorization document; 6. Three(3) 11 x 17 signed and sealed lot Site Plan; 7. Three(3) 11 x 17 Floor Plan; and -office Locations: 8. Application fee of$400.00(please charge credit card on file) 10975.SE �Fe leral Hhy. If you have any questions, please do not hesitate to call jme at(772) 223-8850. Hobe Sound Florida 2issa 33.455 up, Inc. 9035--Aii e*b aliq. RDad; l3 Vero;Beaeh Florida 29@0 rbett,P.E. Rhont3: President • 772�Z23�:885U • - Fax Enclosures 77�2>223=885rt - Firii Cc: Philip.Darling r jna ks:fing@_ thernil or rou . ' corn 1 3NYJW, ' tfiemilcnrgroup corn ... _ co i .. P:\Projects\S 12-Standard Pacific\S 1204-Riverbend\permitting\Septic\Lot 3\SLC Health Dept Lot 3 septic app submittal cover letter.docx I • _ I 17701l4a i System Design Criteria v for Standard Pacific of Florida 1319Z NW Wheaton Lane, Porn St. Lucie,;FL- 34983. (Lot 3, RiVerbend PUD) Aerobic Treatment Unit With Drip Irrigation Prepared By: Todd N. Smith, PE, Inc. 121 Hinchman Ave. Sebastian, Fl. 32958 772-559-3699 I certify that the engineering features of this aerobic treatment system have been designed or specified by me and conform to engineering principles applicable to such iprojects. In my professional judgment,this system, when properly constructed, operated and maintained,will achieve the established performance standard and comply with all .applicable statutes of the State of Florida and the rules of the Department. ba��a1SU Fi II p 1I111rlJl//in /.ram Todd*;Sf'w' h � Presid'ep:!� a �° zu Fl. Er ggji � s RicensA Date: Aiust 3.1, 201'� � I a Drip Design Calculator Job Name/Homeowner: Standard Pacific of Florida Address: 13192 NW Wheaton Lane,Port St. Lucie,FL 34983 Permit Agency St.Lucie-County Health.Departmeni Installer Names Brian Davis,Septic Designed By: _Todd N. Smith, PE, Ric. Date: August 31 2017 Gallons Per Day: 520 gpd Soil Loading Rate (GPD,Per Sg. Ft.) 0.8 Recirculation Rate.: 13.12.gpm Minutes Per Dose 15 Emitter Spacing (ft.) 1 Sq. Ft. of Application Area 650 Drainfield Reduction: 0% Linear Feet of Tubing 325 Number of Emitters 3.25 Linear Feet of Tubing Per Zone 325 Number of Zones 1 Emitters Per Zone 325 Drip.Rate(GPH) .90 1 Gallons Per Minute Per Zone 4.88 Minutes Per Day Per Zone 107 Doses Per Zone 6 Total Doses.Per Day 6- Time Between Doses in Hours 3.70 Total Run Time in Minutes 107 Maximum Connections to Manifold . 6 Gallons Per Dose 86.7 1 Total Dynamic Head Calculation (TDH=Static Head+ System Operating Head+Dirty Filter+Total Friction Head) -Static Mead= 5:42 ft. System-Operating Head (29 p9i) = 67 ft. Dirty Filter= 11:5 ft. Friction Operating Head Header Diameter = 1.00 in.. j Type:of Fitting Eq. Length Quantity Total Eq. Length 1" Std. Tee 1.7 ft. 10 17.0 ft. 1" 90 Degree STD Elbow 5.3 ft. 4 21.2 ft. Total Fitting Equivalent Length= 38.2 ft. Actual Length of Discharge Pipe= 74.0 ft. Total Pipe Length= 112.2 ft. Total Friction Losses in 1"diameter discharge line GPM HI in ft/10Oft HI of 112.2' of V Static+ Total)Discharge Dia. Operating Head Headl(ft.) +Dirty..Filter 15. 11.70•1 13.13' 83.92" - '97:.05'- 20 18-.90" 21.21' 83.92' 1105:13•" Use Pentair Model S.T.E.P. Plus D-Series 4" Submersible Pu p (20gpm — % HP) Pump Curve shows 18.0 gpm @ 102 ft. of head 'System needs 4.38 GPM Recirculation 18.0 GP-M-4.8 8--GPM= 13.12-GPM I Residential: 520 GPD Maximum Lot Flow 1,544 GPD (On Public Water: Usable Lot Area (Plus Green Area Right of Way) =24,788+2,116=26,904 sf=.618 ac All. Lot Flow =(24,788 +2,116) SF/43,560 sf/acre x 2,500 gpd/:jcre 1,544 GPD Drip Area Required: 650 sq..ft. P. A r-ear.Provid.ed:, 650 sq.ft., Unobstructed Green Area Required: 975 sq. ft. Unobstructed Green Area Provided: 975 sq. ft. System Design Criteria Residence is 4 Bedroom (4,800 sf >Habitable Area > 4,050 sf)=520 GPD Drip.System to be-placed 1n Trench System 520,GPD.,/.48-GPD per--sq.ft.=650-sq:ft. of drainfield 0% drainfield reduction for aerobic treatment standard 64E6.012(2)h Drainfield Requirement= 650 sq. ft. of drip irrigation • 10 Lines at 32.5 feet long with emitters every foot and lineslgreater than 24" apart 325 emitters,in 5 loops.x.2.sq. ft-.per emitter=650 s f. Contigency Plan 1. At high water level,the system will start alarm. The owner must contact the maintenance entity within 24 hours. . 2. Maintenance entity personnel-mll inspect the:system.and make necessary repairs within 3'6 hours as per'64E=6.012.(4)(b). 3. Owner shall pump the tank as required to keep trash out of the aeration chamber. Operation. and Maintenance. The operation and maintenance manuals are provided to the installer and maintenance entity at the time of installation. Installati-on Installation instructions willbe providedby Brian Davis Septic on site to in ure proper construction and installation.- ' J • I • I ` I i DRIP EFFLUENT DISPOSAL SYSTEMS DESIGN CRITERIA- Dated August 31,,2017 I Drip effluent disposal systems shall be permitted as an alternative drainfield option for use in Performance-Based Treatment Systems in the State of Florida. The following criteria apply. Florida registered professional engineer shall design all drip effluent disposal systems and the design shall include and consider the following: 1. Drip effluent disposal systems shall be considered performance-based treatment systems. 2. Effluent for drip effluent-disposal:systems-shall be pre-treated to reduce,both the 5- ..day.CarbonaeeoUs Biochemical Oxygen Demand (CBODs);and the Total S:ltspended Solids (TSS) to each be less than 20 mg/l (Secondary Treatment Standards). 3. The infiltrative area required shall be the same as the area required for a mineral aggregate drainfield with reductions all for the reduction of CBODs and�TSS as • noted in the Florida Administrative Code, Chapter 64E-6 Part IV, Performance- Based Treatment Systems. 4. In a bed configuration,the drainfl6ld area shall be•calculated as.extending:one.Foot beyond the sides.of the outermost emitter lines. 5. In a trench containing a single distribution line, the drainfield area shall be calculated'as 2 feet x the emitter spacing in feet x the number of emitters. 6. Drip effluent disposal systems shall be considered pressure distribution systems. 7. Head loss calculations shall be provided to insure proper hydraulic pressure at the emitter. :8. Pump-selecfion.shall be'indicated'in the design spedifcations. Pump performance :.cLuV.es!shall;be provided. 9. Re-circulation rates shall be indicated on the drawings. 10. Check valves, petcocks, inline filters, and vacuum breaking;device locations shall be indicated on the drawings. 11. Drip effluent disposal systems shall be time-dosed over the 24 hour period. Demand control dosing shall override timed-dosing.in.periods of flow where timid dosing cannot handle the:excessive flow.. 12. All drip•.emitter systems,shall be desigped as.continuous.loop circuits with no.dead- end emitter lines. All systems need to incorporate a mechanism for backwashing or flushing. 13. Drip effluent disposal systems shall meet the following operating parameters: * Minimum operating pressure at the emitter head shall be 10 psi. * .Maximum ppearatingTressure.at the emitter head shall be 45,psi.. ;k Maximiun.system operating pressure shall be,60 psi. MaxirriLun3discharge.rate per.emittepshall be 1.5.:gallons per .hour. 14. Drip emitter lines shall be drawn to scale and drip emitter spacing shall be indicated on the drawings. I l • I 15. The maximum emitter longitudinal spacing on a distribution line shall be 2 feet. The maximum distribution line spacing in a bed configuration shall be 2 feet. 16. The 24 inch separation from the seasonal.high water table shall be measured from the emitter orifice. 17. Setbacks shall be measured from the drip emitter lines. 18. There is.no drainfield side-wall ill a drip-effluent disposal system. The, efhition of a filled system in a.64E6.0.02(24)T Flordda Administrative,Code, is,not applicable to- drip effluent disposal systems. A drip effluent disposal system is considered to be a mound system when any part of the bottom surface of any drip emitter line is located • at or above the elevation of undisturbed native soil in the drainfield area. A drip effluent disposal system us considered a standard sub-surface drainfield system • when the entire bottom surface of every drip emitter line is installed bell w the %elevation-of undisturbed native:soil'in the.drainfield;area. 19. For mound systems there shall:be.a minimum:separation of 18 inches between the shoulder of the fill and the nearest drip emitter line. Mound system slopes shall be in accordance with s. 64E-6.009(3)(f), Florida Administrative Code. Mound systems shall be stabilized in accordance with s. 64E-6.009(3)(f),Florida Administrative Code. • 20. For standard sub-surface systems,the elevation of any fill covering the drainfield shall extend no..less than 18.inches away from all emitter lines.before,tapering do��rn to.natural grade. 21. Minimum cover on the distributions lines shall be 6 inches for standard sub-surface system, and 9 inches for mound systems. The maximum cover for all sys tems stems shall be no greater than 12 inches. 22. The system shall include a petcock on the dosing pump discharge line for effluent sampling in lieu of the installation of monitoring ports required in s. 64E-6.029(2), Florida Administrative Code. 23. All-©n-site se-wage treatment:and..disposal:.systems that include;a,drip--effluent disposal system shall have an annual operating permit,maintenance contract with an approved performance-based system maintenance entity and shall be inspected in accordance with a 64E-6.027(5), Florida Administrative Code. ; 24. Manufacturers of drip effluent disposal system distribution lines, emitters, and components shall apply for and obtain approval for.specific.model numbers or part numbers prior to inclusion of the components an any site.specific permit application. 25-. Manufacturer's of drip.,effluent disp©sal system.components shall provide design,and installation manuals for engineering and construction guidance. Design manuals shall include tables that detail flow rates vs. pressure and pressure loss per length(s) of distribution pipe. I i i I Answers for Drip Effluent Disposal Systems Design Criteria for the State of Florida Dated August 31,2017 1. Compliance 2. 2.9 mg/l.CBOD5.- 4.43: rng/l TSS.(3a dais effluent average'ANSINSF Standard 40) 3. Compliarice- 4. Compliance 5. Compliance 6. Compliance ' 7. Head Loss Calculations Provided 'Pressure Lass in 112.2 feet of I"tubing fi& dirty lter'is 12.76 psi. P Pressure Loss in return line=3.89 si Flow Rate while the-system is running is 19.0 GPM. Pump is capable of producing 18 GPM at 102 ft. of head Pressure to field will be adjusted to achieve a maximum of 30 PSI on the supple manifold by opening the by-pass petcock located in the pump tank. 8. Pump Curve attached 9. 18...0 GPM,filter flush return line;. 4,8.8 GPM during.field flush, 13.12.. GP'M in pump tank. 10. Located"in Headworks. 11. Compliance 12. Compliance 13. Minimum operating pressure at emitter head is greater than 10 psi Maximum operating pressure at emitter head is less than 45 PSI Maxim'un-.sy.stem-operating pressure is less than 60 PSI 'i t Maiinitun-will be .90-GPH per emitter. 14. Compliance 15. Compliance 16. Compliance 17. Compliance 18. Compliance 19,. Compliance 20, Coinpplianee 21. Compliance 22. Compliance 23. Compliance 24. Completed with FDOH 25. Drip Manual given to Installer and Engineer i ,I 3112 N uJ w�� �� N�, d�c-r S�. L�,c t rc Pentair Model S.T.E.P. Plus-D Series ` » I 4 Multi-Stage Submersible Effluent Pump Stainless Steel I CAPACITY LITERS PER MINUTE 300 0 25 50 75 100 200 80 225 � w w X0 60 E- Uj Z Li- cp'y Z 150 ,yp 40 • 2 Uj � 2 f¢- � Q' 0 75 20 ~O 0 0 15 30 45 60 CAPACITY GALLONS PER MINUTE Specifications l .13o.dy Constructiorr..5tainless'Steel (300.Grade) Horsepower:% HP Maximum Head: 225' Maximum Capacity:40 gpm (model dependent) Flow At 10' Lift: model dependent Switch: None Motor!Dry-wound,double-ball bearing,,double-seal and thermal overload protection„UL and CSA, approved. Impellers: Precision molded Acetal for perfect balance...ultra-smooth for the highest performance and efficiency. Allows for.080 solids Diffusers: Polycarbonate I I I AquaAire Sewage Treatment System Models AA5OO,600,750, 800,1000, 1200, 1500 In One Piece Tank with Lid fei't al t3isers noted ZO"diameter crete or poly E Alternate Aerator Locations --� Aorotor - Access Access Access 3" 314"Schedule 40 PVC not more than 100 LF - from Plant - 7" `4"-Inlet - g" — 1 „ 1 " 4"Tee z/Z 2/z 2'/z" At a,mt I.' 7"Into Liquid" AerationlMixing 21/z ' Compartment Clarifier C F Ctt.Dim. Ctr,Dim. H Air Drop Line 3" it Deflection 5" ay 311 3" Disc I A "Extend 10"into liquid depth on AA1500 Schedule Designation Capacity BO ding Volume Ae ume Volumee A B C D E F G H AA500 500GPD 1.25 1 748 1 560 168 168 71 64 60 63 18'/4 46% 55 AA600 600GPD 1.50 857 642 215 77% 80% 64 60 63 21% 521/4 55 AA750 750GPD 1.85 1076 801 275 97'/z 100'X 64 60 63 29'/4 64% 55 AA1000 11000GPD 2.50 1420 1063 357 111 114 164 71 74 35'/4 71% 55 AA1500 11500GPDI 3.75 2216 1699-. , 517, 131 134 74 71 74 37-/4 89'/ 65 - AA800 OOGPD 2.0 1155 858 297 84 87 66 71% 74% 243/4 55% 57 AA1200 11200GPD 3.0 1-17511 1300 1 451 186 189 177 186 189 24'/4 57'/4 68 Ecological Tanks,Inc. 041205 FT.)OF DRIP TUSE j LINES 25" CENTERS wrrH EMITTERS EVERY:i FOOT O INSTALL DRW TUBE b"-9"BEL6W FINAL GRADE WSWT IS>24"Below Emitters Effective Sou Depth -42 Below Emmitters Lapp JJ� I Supply Lines ?7 " i FT Supply Line Length Varies Emitter Return Line I"dia to Pump Tank r I ' Return Manifold l."dbL Supply Line Air Relief Valve Supply Manifold I"dia. 1"dia ftm Pump Tank I'"YIPMO L Q9 P TUd C— ,5MTE�'1 (nts) I, ........................ H Its . • 4Y • . —T ,� T ,. .�.i, s V i 1 ' �. �� m „ . - — - - -- - -- �- � x. �� - - � . � --=---- -- - - - - _ _ _ - - g �s � � -�-z -- - - �,� �_ � I� { I vJ i S • f f I t n ARYaA m s.Ma M rmaeD.Dt spmm t Models e"e00,600.750, MOD0,d200,15001n ODe PIeDe •/ � l/ r � �witl,Lld 004 r/ / — NB95Y18'E 6&OY 7.50 R=15.co, msu. NORTH id N J GRAPHIC SCALE G' 30 0 15 \ � I fi \� \\ I, Desgnatla Gpaciy Lnadng ohDm flume Volume A B C D E F G N W FEET) 1 1155 1 NSB 1 M? IN JU 165 71%14X 124Y.15 ..57 11 \ \ GENERAL NOTES 1. LEGAL OESCRPRON PPOVOED BY❑ER 1 TKE EKPEECTED USE OF 11U5 P ARCEL ESRESDMN I IAIIDS SHOMRI HEREON MERE NOT MSR TED f01i RIOii-Or-MAY AND/OR ME.—Or \ \\ - aN� y \ RKIFD OE®US li 1 SEPRC TA AND MEILS Ir MOM ME MPROK—X LOGTIONS MO 91WID BE FlELD c❑" \\ \\ —j \ �( 6�\ VENDRED BY CONIRACMR—CON.POSITIIXI ANO SED ...LWDFRGNWND URIJTES AGREE HEREON WO BEARWOS OR FOOTERS"W ROT BEEN LOCATED. AND 01 TM CEWO- SUBSTANTIALLY M ,HE PIA`UNIERS qq I OMERMISE NOTED. \'9. Q \\ s \' I °"DYj1pn \! 7.INe GEARING srsrtv sNRN NERI Is 6AS[D av ME ROVE wWGTm BASED oa accmD _ ,,\. arar Vnav S 94M HM P ARE oa RIZ NSrMCES 910MN HEREW ME HOPo20NTAl Wl41NU D6TMCE5 MO ME REf9ElILED } PRD 1WR� \ ro U.S.STMOARD YEAYIRE(V.s BY W SURVEY FEE[ O 9.1lIE PROPOSED OIPROYFYER6 WO-WO-HEREON b0 NOT REPRFgNT 1NE FWAL OE51CN"MES 0�' APPROVED By GOVfIWMO NI[B.WRES. 9 A PpEF \ \ NpR \ 10.ACWRDINC TO 1HE NADONAL R000 P191MNW RA1E YM NL'1®FA IZOEL-6.0B 1OATFD Ey�� `y\ "LS \ -1\I y /" W�°,t1�"Rd,WiWM1 \id1�'a.,t1 I eT C N Ti¢ram IIo 2E101Ev awROPs ANTMD/m Otl°Ruxrs now MRO.vSIr—AEON HERE gg 1 1 SD PI4P 0 „ t d SEW mIAES Nf � A .9�ONNT""MO.Y -.cE� N y OLENTW THE PERIOTIINO Pa0C6S iMROUGN ME LOCAL GOIERNING YUWCIPAVliES. W Um=U rz BENGR TEUIN:TNAL BENQR lAwx,n waE courlTn•m vsM TION. :a.z[D• ,A \ \\ \ � a TN / 1A•L5S M'E � w C co I L s1fiY' FM 1i > UH Mn\ c 0, CERnFlCnnav: RRAWREW SPECIRGITIONS 11111 H n 1 M1 (\.�.\ i I \ ° a a C 1 wnc welasmn.s�aFaD.smxirD' �— W / W \ \ >Q a 1` i�; ReRmr H111r1Re -"�amxOF1[�iDEAn" mn orzmw�arnr�F eM 6e'a0' urRmairacrEn"w ED�81.mmPr. °p° »� \� ( L \ O� of `II .Prmsan. *WAW'F.ImA�wEvlxesr"iEu PRon�D®asFr. i $ �i � 1 \. /.�' � a @ � vouaP.fRe APP[cwasrArv[EsorlREsrAlecr ro CWFATFIt1TMWNMEPE%iDpML .DEMmIe" / -/ m 0 !. rtOIR�MyCl� rHBQEP Ira xPSFiEYmER•azsFDRAriMRm "\\ .�i� e �/ rn coo, ED DFSCRIPDON: S 5q, \ qg 3 N N _ OT O,•IGVEWIEEMm•,ACCWOWG TO 1HE PUT 1NEREOF,AS O 1� RECORDED W PUT BOOK 67.PAGES W TNNOUM M OF THE P We RECOIAS U ST LURE C mw..r DA 1 A NOrYAUdi�11NOl1 PfIN 11DYs6ALOFA A1WOAlIfF]'6FDEXOA'mt 13192 N.W. WHEATON LANE L-eD[Mrn[ASFYGT M-YA ucrzR �,qP.' xAw NwD1 Arsw S F I•-SO' TODD N. SMITH PE INC. ° �'° Bu" -_-_IA a-OnROA RCO .BOOK xffi� dNRsl� ST. LUCIE COUNTY. FL L- [•DENT _°A RDRaW �`GP PR Dan w;p-Hu AnON xKa n1fID DmcNED er: Ns REVISIONS BY DATE 914 20TH PLACE '"L AwrouWa azBR[NT - '"(`B'n""`"B"n WAL'-KY45 rzNMCE FRY-PmuAnERT R�ER .You a-""°°6 MI-Yun"POcam nT'w DOROIES PRtlgSE"D pEVADW .nP.-PERMANENT CWOROL PLWR RP.-RAIaE PpNi L Gw OADx DRAWN BY: JYS VERO BEACH FL. 32960 °`°° D ONOF NON DL-DRNNAGF—T iidY.- rzY 3.flL W"[iDrz9 ens"c fLLYAnOx -IANDSEASFYFM - MMId�E trx-iP2 HYDRANT ENO.PROJECT 117711 PL-PORT OF INIOR[RRON CG1C- SM-SAwTArtY ®I SUATARY YANXnE DAIS AVWST 3017 Ph. (772) 559-3699 O CM NRE DTAD Y - IRUµ tnspe@bellsouth.net _ PAC--FOilt K M"ENRSE CORK 15YL-FAGFYENT I -Mtr�CEREVAnON " PAGE 1 OF 1 °F lRi SIRnN GS-101FA[D OR0.GFCROx QL-OY(fMMO EAGWEKT V.L-V1NTT FASOrMT I I' I' ' s FDOH in St,Lucie County ,Environmental Health Site Plan Approved for Construction, Supersedes All Previous Site Plans for • ,, OSTDS#56.5P-1?f-,/& &Well# Date:' S'0' Reviewer, �Q€ Q o•�®-i•�r••E��P t���� ��a�o �qqggo j�j� �`';"�`• �j'-Q�@i9999999i9991d91199999i99i99119199i19999� E'•-q i`d��e�t! ki€a9110f44f �4€ 1 �� @�@'a••9'`°'@9ifl�@'fit;g,�,��W., I��7` 7,1r ild ii951iI�i IIEE•ii'Iliii q•5 €!A, !kt!!5!l lk lFlk!!t5ll Ff illlll F;ll513 Q ,'-1 4€5i�1! ij is ri jjfi 9 A ;9 Q5E4Q5Q p�9qa5 i 1 !!°.,!j;,!rCa !E d3 qj i� 5 s`!+B 9r ra !a,: :;',; :!.!:+5trlm 9Q91 i� � � ii�E�diQ ,E + ;S�SEi `ai• 5iiv•igii5;:4�59� 9a �iii e g a€ r e ;R `e j a P a -tr-- w il v a FF o qp o - - s a + i , o O e I'A QI IIII�IIIII II If IIIIII I il( I `09 pA4 _I r STANDARD PAcir.ic Homrs, n fil l °gip 3SEE n s!aft t ¢ t��'aBg®6 � lQg a gg f„ 6Wp g i i IM ° tb !!el Illeaex lg gpl;itsgslit "B B 6! !gf f;aaal s' s,.taaaa;� ali:isa,,;; ,f gip ipj Ei6g g 1�Ildd!lill! 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