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STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: APPLICANT: (Focus Home: I PROPERTY ADDRESS: 7490 I OSTDS New Ln Fort LOT: 08 BLOCK: 82 1 PROPEI TY ID #: 1301-607-0312-000-0 FL 34951 SUBDIVISION: Lakewood PERMIT #:56-SF-2331879 APPLICATION #:.AP1697652 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1650460 [SECTION;" RANGE, PARCEL NUMB: [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION I a 381.00651 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 PROPETY n 17 — SYSTEM DESIGN AND SPECIFICATIONS T [ 500 ] GALLONS / GPD AA500. AA800. or AS500L ATU CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 300 ] GALLONS DOSING TANK CAPACITY [67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 500 ] SQUARE FEET Netafim(08WRAM.9-12500 SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [] N F LOCATION OF BENCHMARK: CL Of Rd at West PL I ELEVATION OF PROPOSED SYSTEM SITE [ 8.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 4.00 ][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D ] 0 T H E R REQUIRED: [;JU.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. Performing Lift Dosing. Install all components consistent with engineer design. 2 year ME contract, PBTS operating permit, and written Notice of PBTS required for final approval. Trash tank required for AA800 and AS500L ATUs but not AA500 as per engineer design. I SPECIFICATIONS BY: Brian Davis TITLE: Master Septic Tank Contractor APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J gram DATE ISSUED: 09/27/202 EXPIRATION DATE: DH'4016,•08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1697652 SE1596918 03/27/2023 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 Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. STATE OF FLORIDA PERMIT # . DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS JT: Focus Homes AGENT: Brian Davis Septic & Backhoe 8 BLOCK: 82 SUBDIVISION: Lakewood Park Unit 7 ID #:1301-607-0312-000-0 [Section/Township/Parcel No. or Tax ID Number] TOIBE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALILrlk;JJ PA UNUN. M%;lVN6NKN MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE WEA YES [ ] NO NET USABLE LE: �`� NACRES TOTAL ESTIMATED SEWAGE FLOW:GALLONS PER DAY [ SIDENCES-TABLE 1 THER-TABLE2] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD ACRE OR 2500 G DJACRE] UNOBSTRUCTED AREA AVAILABLE: 'Z7 SQFT UNOBSTRUCTED AREA REQUIRED: 7 SQFT y-kBENK/ CHMARREFERENCE POINT LOCATION: O � ' ' ' 4:zh ELEVATION OF PROPOSED SYSTEM SITE IS C /FT] [ABO BELO ] ANCIR"KjS EWRENCE POINT THE MINIMUM SE WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER. FT DITCHES/�: I�,OR2�,LLY NET? [ ] YES NO WELLS: PUBLIC: /t _FT IMCTED USE: FT P IVATE:_, Z�FT NON -POTABLE: FT BUILDING FOUNDATIONS: .1 FT PROPERTY LINES:—P---FT POTABLE WATER LINES: X FT SITE SUBJECT TO FREQUENT FLOODING: [ ��] SL 10 YEAR FLOODING? j,F,] YES -K] NO 10 YEAR FLOOD ELEVATION FOR SITE: MSL/NGVD SITE ELEVATION: (�FT MSL/NGVD ]RMATJLVN S1.A'r: 1 TEXTURE S 5 S LS 4S USDA SOIL SERIES: USDA SOIL SERIES: TEXTURE US k.S TO OBSERVED WATER TABLE: 3 INCITES [ABOVE %(�ELO ) EXISTING GRADE. TYP . RCHED / PARE ] ESTIMATED WET SEASON WATER TABLE ELEVAT ON:"42► INCHES [ABOVE / LOW EXIST�E LE VEGETATION: ( ] YES [ NO MOTTLING: HIGH WATER TAB [�J YES [ ]DEPTH: Z INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAZNFIELD CONFIGURATION: E)o TRENCH [ ] BED [ ] OTHER..(SPECIFy) REMARKS/ADDITIONAL CRITERIA: i�� - ISITE EVALUATED BY: r (� .n ; ;OR 4015, 00/09 (Obsoletes previous editions which may not be used) Incorporated *007F,4 *Edge 3 of 4 _ -- - - - ---APPROVED SYSTEM EQUIPMENT �Y Z APPROVED TRASH TANKS FOR ADUMFE MW0 T ASSNC SIDED WT MO TRASH TANK RANKS F R A MAW, MASH & AS OO SYSTEMS WRI01 DRAINFIELD: SPECIFICATIONS THE AA500 TANK) DRNNFIELD SIZE RED7) • 500 Sp. FT. UNOBSTRUCTED AREA RECD-760 SO. FT. VACANT 1. OIIRTRATOR NS/U 2. ROM MULDTANK MODEL RMT-500 UN OBSTRUCTEDAREAPROVIDED•7WSC.FT. 4 OMP LINES PROVIDED@15 FLAND ICI UNES ®19 FT. NO ESTRUCTIONS NS A SERRIN SEPTIC TAW Qi0LDML91B GT4 6. SE RING SEPTIC TANK 7501D3RCAMWNB GRIP LINES TO HAVE GREATERTHAN 24• $EF£RATIDN, N. SEEKINSEENING SEPTIC TANK 907"OKB GT3 B BGT] ONE EMITTER I2.O.C.%2SF/EMIIIER"500 SF LOT 7OCCUPIED MNGNNZSC03000 LOW PANK ROEIIE DRNNFIELD PROVIDED BLOCK 82 JOTABLE WELL SHOWIJ 0 SEPTIC < 75 FEEI APPROVED TRASH TANKS FOR ECOPOD EBB. VACANT 75' TO EXISID IG 1. TRMULL IYSIO TYP. 1' DISCHARGE HEADER UNE POTABLE 'f/) LOT 22 2 ROTHOM MUSEP'n ( MOOD. FROM HEAOWDRK$ IN PUMP TANK m 8 BLOCK 82 OCCUPIED DLD3RL0 3. SEBRING SEPTIC TANK 75MD5R3NS GT3 an TYP. 1' RECIRCULATION HEADER LINE C7 S. SmBRwo SEPTIC TA'�NK iQ�SO DRII-MB BENCHMARK BACK TO HEADWORKS IN PUMP TANK (74.25 GPM RECIRCULATION RATE) t0 �� APPROVED PUMP STEMS FOR AOUAAIRE AAA00. AAaW, AS500 AND EODPOD E-50 SYSTEMS. $SRC 1 �2° aoroa N N SYq m o o ro o "LB 6912" NO'04'30'W 130.00' 1. INFILTRATOR lus4o 2. ROTH MULIRAJW MODEL RAT-5W OCCUPIED a a )C 3. SEBRING SEPTIC TARN 30O DMUIN9 GU 4. SEBRING SEPTIC TANK 43d MLMB GT4 SEPTIC SHOW?! DEEP < 75 FE r�- _ o 'w I WITH AABDO OR ASSOOL N c PROPOSED POTABLE WELL & SEBRING SEPTIC TANK 7SIXD7RLMB C573 B. SEBRING SEPTIC TANK 900IDRLINB G73 PROP SED 500 SF DRIP D AINFIELD c 0 �. AIR RELIEF VALVES c,� PROPOSED WATERUN SEE Low PR��B GT3 B. NDAWSCO 30RING 0 WITH 50 SF OPEN AREA 0 31.9' GENERAL NOTES (FEEL ENT PLUI. AREA) I N AS j i K TT_ 48' PROPOSED RESIDENCE Im h x$ /' �+1p ® L LEGAL DESCRIPTMN PROVIDED BY CLIENT. 2. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. OD _ ___ .A 7490 PENNY LANE b' T I n 1• J✓ (/) EXISTING 3. THE EXPECTED USE DF THIS PARCEL IS RESIDENTIAL LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR cY i In • FF EL = 22.60' IN a $% POTABLE WELL 4. RIGHT OF VAN AND/OR EASEMENTS OF RECORD. CA "o is I lO 5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPRmOMATE Ru AEROBIC TREATMENT SYSTEM (AA500 N LOCATIONS AND SHOULD HE FIELD VERIFIED BY CW (il ' o I APPROVED ALTERNATE AABOD OR A WITH IM540 TRASH AND PUMP TANK COL 10.0' N CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FDOTERS HAVE NOT BEEN • MES { 18.TY 4. A 1 4.67' \ ` I LOT 21 LOCATED. 6. BEARINGS AND DISTANCES SHOWN HEREON `oOr dql, Ig9e !8 • GROUNDWATER FLOW £ NETTED. LY AGREEBLTH THE PLAT UNLESS EARING SYSTEM SHOWN b p 4.87 LOT B I BLOCK 82 OF \ 0 104A0 SO. FT. OCCUPIED OCCUPIED CITABLE WELL SHO 13THERVISE THE HEREON 1S BASED ON THE LINE INDICATED BASED ON RECORD. 7. INFORMATION OBTAINED FROM PLAT OR DEED. 4` 0' 0.24 ACRES •F/i• ^ 0 SEPHC < 75 B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL y PROPOSED o I C CR13UN➢ DISTANCES ANDARE REFERENCED TO U.S. Ilb coil 2 DRIVEWAY TYP. 1/Y "ITTER LINES (4 0 15' AND 1 > 24' SEPERQQTION NETAFIM 'VINYZENE FR O 1 � � O - STANDARD MEASURE (US. SURVEY FEET). 9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DO NOT OL 7'-r m MODEL BOBVfRAM.B-12500 GPM PROROSSED I P REPRESENT THE FINAL DESIGN UNLESS APPROVED BY -0 '2.,' \ 4B AC �qp RI n Yp.S i THE GOVERNING MUNICIPALITIES. 30. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE 0 0.0. EL = / C O THE MAP NUMBER 12113CCORO J, DASD 2IN g Nit- ZONE ABOVE IELEVATIIOONSTAND/OR IDRAAI ACE FLOW '� MES co 1 \ /I \ // ? 11 THE PROPOSED ARROWVACANT IF SHOWNHEREON ERE PR13VIDED BY THE "SMI7H, BBiRUCTIO NO OHE /0 INV S \.'7., = 18.8p \ \ 1 \ •�' D_ C y CUES TODD PE, ING TAKES NO < 75 FEET �. [ ] O \ _ 1 \ t _ C N RESPONSIBILITY ELEVATIONSTHEIR ARE SHOWN TONLY FOR THE _ \ SIRC 1/2" O O V N CONVENIENCE OF THE CLIENT IN THE PER14MING •9 ! 'A a "LB 6912" (.i Q3 = y PROCESS THROUGH THE LOCAL GOVERNING \ NO"04'30'W 130.00' Cjf U w w MUNICIPALITIES. 12, DRIPLINE DRAINFIEL➢ AND HOUND SLOPES SHALL BE ST. m A \ J C "C> STABILIZED WITH BAHIA, FLEIRATAM OR AUGUSTINE SOD). n \ \ / 75' TO EXISTING POTABLE WELL j CERTIFICATION: (q d TRWTTHE ENGINEERING FEATURES OFTINS C 0 �• IHEREBYCERNFY SYSTEM HAVE BEEN 00 NIV LOT 9 \ E%ISTINC SEPTIC SYSIDA C a¢ M •� -\ PERFORMANCE BASEOTREATMENT DESIGNEDOR SPECIFIED BY ME AND CONFORM TO ENGINEERING BLOCK 82 \ = Q W 4 lv PRINCIPLES APPUCABLE TO SUCH PROJEGiS. IN NY WHEN PROPERLY CDP��� � OCCUPIED \ )/ LOT 20 Q PROFESSIONAL JUOG""ENT. THIS SYSTEM, MAINTAINED. WILL ACHIEVE THE (J`) FFE=22.52 / BLOCK 82 0 LL' CONSTRUCTED. OPERATED AND PERFORMANCE STANOARDAND COMPLY YRTH ALL io V W. OCCUPIED POTABLE WELL AND I I OCCUPIED OCCUPIED O) ` yy� �T M ESTABLISHED APPLICABLE SjgLy ¢pFJ/fE STA7EOF FLORIDA PND THE RULES O 'M�VEp BEM/// SEPTIC sHowH o7s�EP�nc i s1 .,0.. 07 O (n F•. •a •' �i NO OBSTRUCTIONS IP.A Dr 1 ESCPJPTION, LOT B. BLOCK B2. LAKEWOOD PARK - UNIT NO. 7. ACCORDING TO THE MAP OR PLAT THEREOF. AS Co EC O O �� ••; Ro1GWEEBB.0 < 75 FEET RECORDED IN FIAT BOOK 11. PAGE(S) 13, OF THE D420B2 _ lC'�+`"� PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA =NANRR®( DT VALID WRHOIESIGNAl1JR� Y- SEAL OFA FLORIDA • U SED ENGINEE FOCUS HOMES 7490 PENNY LANE TODD N. SMITH PE INC. r ' LEGEND g Aomp ASPHALT C AIED CORRUGATED ME7AL �D -ro HGO NATIONAL CEOLERC VEARW OF CALE I' - 20' amG Da aE E PCO C/L CFNTFAW E PI Pa9rt OF COMPOUND CURVE PONT OF INIERSEC110N FT. PIERCE, FLORIDA 32951 1717 INDIAN RIVER BOULEVARD PB PUT IKXN 9m GTES RECORD DATA mcE XPAVDDNr to GROUND DEYA7N0 %TUY HAW NORM AMENCAN UTMICAL DA1UY aF 1, �� PUaOE PUaGumlTIEsaDAD+AEEASElFNr �i`llltkil DESIGNED BY: TNs EDP XRaD1 IDRB RMRaAL REcmm Banc P1➢ICA1F9 SURFACE WAIFR iLOW -M wDxATES PXOPoseD auDELel�' REVISIONS BY DATE SUITE 302 Pc PAGE a p RIGHT OF WAY ai' WO G E5 ""a DR HAIL AND DISK CHAIN LINK FENCE PLS PROFE59a Al LAND SURVEYOR RLS MGM70M LAND SURVEYOR y7I I DRAWN BY: JMS REVISED PER SLC HEALTH DEPT JMS 9-23-21 VERO BEACH FL. 32960 POWER PINE WF -«1 DVERHEH'YRFS WRF NOW PENCE WGVE WIE FFMDE a ELEVATION (KRiMAI OONIROL) Ba euEDRO SE BA«LIRE PVMT R RADIUSrCRVE RANGE FNG. PROJECT 821092 REVISED HOUSE PER SLC HEALTH DEPT JMS 4-4-22 T 0 DOWNER WARNER RECOVERED RR • WATER METER POD PGRr DF a)MMETRmRaRr PDO PORT OF BEGNNR0 RGE SOD. S Cllam P h (77 2 559 - 36 9 9 C1mH� YT-C 5ET S5 PCP PERMA1Q/r CONMOL PONT US SANITARY SEWER UTILITY BOX EM NCR MARK TVP. cmoVEc DATE: JULY 2021 ' . \ to sp a@b el I sou th. n et PT POINTa TANGENCY s/W SIDEWALK a CONCRETE u0 wONT FF RN9f FLOOR AA/C AR rnmlTromR p/' MAR. ANDDISK PAGE 1 OF 2 PR PRG PONTI OF REVERSE CURVE jo vo� 0 0 0 MEM mom Imo r sow Juu'i��rnun [ u [ uuunuuu ....'i [annnuuu..'un.......m: n.n........0 ,C=C= MEM �® 1�m���i�7�= �� COS estEN MOM Effij 0 ............. u . �staff "AWtAl game= _ •... HEALTH St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #:56-SF-2331879 13ILL DOC #:56-BID-541461 0 CONSTRUCTION APPLICATION 4: AP1697652 RECEIVED FROM: Brian Davis Septic AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 021454 PAYMENT DATE: 07/15/2021 MAIL TO: (Focus Homes) FACILITY NAME : PROPERTY LOCATION: TPD Penny Ln Fprt Pierce, FL 34951 1 Lot: 08 Block: 82 Property ID: 1301-607-0312-000-0 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit. Surcharge -1 - OSTDS Construction Application and Plan Review,New 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection ` -1 - Well Construction QUANTITY FEE 1 $ 5.00 1 $ 45.00 1 $ 100.00 1 $ 100.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5090284 Note: Well#59-32292 of ATE o, STATE OF FLORIDA DEPARTP23T OF SEALTH ONSITE SEWAGE TREATMENT AIM DISPOSAL, SYSTEM V6.0 APPLICATION FOR CONSTRUCTION PERMIT APPLI ON FOR [ x] ±ys tpe [ ] Existing System [ ) Holding Tank [ I Repair [ ] Abandonment [ ] Temporary APPLICANT: Focus Homes AGENT; Brian Davis Septic & Backhoe Services MAILING ADDRESS: P•0 Box 99, Fellsmere, FL 32948 PERMIT NO �y i ' 2-5!9 DATE PAID FEE PAID: —C�;3LI(7, —" RECEIPT #: t>-2_j t)54 [ ] Innovative TELEPHONE: 7 7 2.5 71.8 2 0 0 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 1NFORMP_TION LOT: 8 BLOCK: 82 SUBDIVISION: Lakewood Park Unit 7 PLATTED: PROPERTY ID ;#: 1301-607-0312-000-0 PROPERTY SIZE: 0.29ACRES WATER SUPPLY: IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / 7 bl o ZONING: R I/M OR EQUIVALENT: [ Y / PUBLIC [ ]G=2000GPD [ 1>2000GPD M DISTANCE TO SEWER:-`w `FT PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: y du {� lmnS BUILDING INFORMATION Unit Type of No Establishment 1 House 2 3 4 X] RESIDENTIAL [ ] C0b,1ERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC 4 1867 Pf 57 [ ] Floor/Equipment Drains [ 7 other (specify) SIGNATURE: DATE: DU 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC Page 1 of A Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: PENNYLN Parcel ID: 1301-607-0312- Account#: 1933 Sec/Town/Range: 02/34S/39E 000-0 Map ID: 13/02N Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie i County Ownership Legal Description Focus Homes LLC LAKEWOOD PARK -UNIT 7- BLK 82 LOT8 (MAP 13/02N) 1686 W Hibiscus BLVD Melbourne, FL 32901 Current Values Historical Values 3-year Just/Market: $10,500 Assessed: $7,986 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $7,986 2020 $10,500 $7,986 $0 $7,986 2019 $8,600 $7,260 $0 $7,260 2018 $8,200 $6,600 $0 $6,600 Sale History Date Book/Page Sale Code Deed Grantor Price 03-12-2021 4577 / 0922 0001 SP Unity Development Investments $24,900 LLC 02-10-2021 4558 / 0730 0001 WD Kirley Sandra $15,500 05-15-1997 1088 / 0122 XX01 WD Dagan Margaret E $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 0.24 Land Size (SF): 10,400 Total Building Count: 1 Special Features and Yard Items 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. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. Mission: To prated, promote & improve the health of all people in Florida through integrated state, county & community efforts. u), `ti I HEALTH Vision: To be the Healthiest State in the Nation Ron OeSantis 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-WELLSC—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(aDFLHEALTH.GOV • Submit revisions to permit and/or site map within 48 hours of well construction or abandonment. I - Florida Department of Health -St Lucie County Division of Disease Control and Health Protection Bureau of Environmental Health Location: 3855 S US Highwayl, Fort Pierce, FL 34982 Mailing: 5150 NW Milner Drive, Port St. Lucie,. FL 34983 Prone 772-873-4931 Fax 772-595-1306 FloridaHealth.gov Accredited Health. Department = Public Health Accreditation Board STATE OF FLORIDA PERK r. REPAIR, MODIFY, OR ABA 4 'a' ny 1 r ` ❑.Southwest PLE ❑ Northwest (" ❑ St. Johns River South Florida �1e El this, ❑ Suwannee River �optiaC.c?� appr ❑DEP ITT gated Authority (If Appli( APPLICATION TO CONSTRUCT, ON°A WELL I Permit No. 59-32292 FILL OUTALLAPPLICA13LEFIELDS Florida Unique ID des Required Fields Wherl'e Applicable) Permit Stipulations Required (See Attached) r well contractor Is responsible (or compleling and forwardZng the permit application Io the 62-524 Quad No. Delineation No. . to delegated afrhtarity where applicable. e) �� CUPlWUPApplication No. 1. gm I f��rl c lCt 171 %rnp LJ� 0 " � , (f tJL - Owner, Lega ame if Corporation "Address 2. 911 �hn � � L�� 13 1 ;-c Well Location -Address, Road Name or Number.City QPart;,l ID No. PIN) or Alternate Key (Circle. One) 4.4 1J2. 3 o i or Lard Grant Township *Rang,e ^Coo- n— t' y " 6. 7. type of Work:_ Construction _Repair _Mod(f B. `Number of Proposed Wells 9..°Specify Intended.Use(s) of.iNell(s):.. „ _��lomestic Landscape Irrigation _Bottled Water Supply _Recreation Area Irrigation °Public Water. Supply (Limited Use/DOH) 3 _Public Water Supply (Community or Non-Community/DE _Class I Injection. I Class V Injection: _Recharge —Commercial/Industrial Remediation: _Recovery _Air Sparge _Other (Des Other (Describe) 10.°Distance from Septic System if_200 ft. 76-11 11. Fadil 13.`Estimated Well Depth _�ft- "Estimated Casing Depth 14. Estimated Screen Interval: From�To g0ft. 15."Primary Casing Material: Black Steel I Not Cased ;O 16. Secondary Casing• T I I Ill i� *State *ZIP `Telephone Number i L Block ubdiwslon Check if 62-524: _ yes e<o �*Telephone Nmber - E-mail Address Ication _Abandonment 'Reason forRepalr, Madricallon, orAb n ' a DAgricultural Irrigation _Site investigation n _Livestock _Monitoring _Nursery Irrigation I _Test P) —Commercial/Industrial _Earth -Coupled Geothermal S E P 2 7 202' _Golf Course Irrigation _HVAC Supply _HVAC Return Disposal_AquiferStorage and Recovery ---Drainage F OH in St Lucie Coun trine) EN /IRON�+I)=NTALHEAL H i O Icfal Use Only (Note: Not all as orwelis are permilled by a given permitting authority) Description 0 Mt 12. Estimated Start Date t 6 D 19V_ft.. "Primary Casing Diameter_�-in• Open Hole: From To -- a fL Galvanized i/rVC Stainless Steel that• e escope Casm9 Linerl Surface Casing Diameter in, 1.T. Secondary Casing Material: Black Steel Galvanized PVC +Stainless Steel Other 18.'Method of Construction. Repair, or Abandonment: uger Cable Tool ; Jetted 1� Rotary Sonic Combination (Two or More Methods) Hand Driven (Well PointSand Paint Horizontal Drilling Plugged by Approved Me , thod Other (oast be) ) Hydraulic Point (Direct Push) 19. Proposed Grouting i terval for the Primary, Secondary, and Additional Casing: From (I �fJ Seal Mata ai L_Bentonite +— From To Seal Material ( Bentonite 'r From TO Seal Material ( Bentonite I From To Seal Material (Bentonite I 20. Indicate total number of existing wells an site - 21."Is this well orany existing well or water withdrawal on the anlne or CUP/WUP Application? yes ✓No If yes, co 1 p 22. Latitude Longitude 23. Data Obtained From: GPS Map Survey I herebycord(y that I wig comply with the appllrablo rotes of Tt • t List number of existing unused wells on site �_ contiguous property covered under Consumptive/WaterUse Permit(CUP/WUP) a the following: CUP/�NUP No. District Well ID No. use Pernik or art0elol oas r e40. Florida Adminalmllve Coda, and tftal a water conalrecddn. I further com no 11I that penal, provlded In oon or appgralltann�opcamtoo d lhelel mem ofwall. =;.-rY oPPmval from other Worst, stet., mhepl govamments; ilappin is a c Defoe to provide a wall taunplewrn lion report to the District within 30 days oast samploll=of abando Iho conslmdion, Warr. madlricotdn, or ulhodzsd by Ills petrol, aril s t explmaan, whichever omers first. , Approval Granted Byi Fee Received Is G I Receipt No.THIS PERMIT.IS PERMITS ALD L EAVAILAB EATTHEWELT VALID UNTIL RLSITEDURINGALLCO Jr DEP Form: 62-532.900(1) Incorporated in 62-532.400(1), F.A.C. Effeclih Datum: NAD 27 ----_PAD 83 WGS 64 1 codify that I dm tho owner al Iho proParh• Ihat Iho Infarmadan prodded Is eacumle, and Ihat I om awam or my mapansllI under Chaptar373. Floods Stalutas, to maintain cr propedy ehandon gils well; or.1 cart ly that I am the agent for tie owner, that Iho mimmatlon provided 6 acaraW, and That I have Iniannod the owner a<Ihelr or Issue Dated ° ExpirationDateI - Hydrologist Approval I IniLNs Checl(No. :D OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE CTION. REPAIR. ruin nIiIATlnhh no fin. ,..,..,.._ . __...._._ Date: October 7, 2010 Page 1 of 2 DRAINFIELD; SPECIFICATIONS DNODSMOIEum D.YO. N UNO NFT. NEOO. FIUNOE. STRUCTEUAFICA PROVIDED-75 Sfo YACAHT 4 DRIP NES POVIDEC;15.0 A DRIP IMEG PROVIDED l7 ii FT.ANO 10lWFS Q,aF7. OHIP LINES TO HAVEOREATER TRAH2PSEPERAnoU NO OBSTRUCTIONS <75 FEET ONE EMITTER 12.0 C. X 2 SfIEUHrCR .,ADS, DRAVIFIELOPROnuEO LOT 7 BENCHMARK m �O alp cuvrto IC SHOWN < 75 FE T PROP SED 500 SF DRIP WTH 50 SF CPEN AREA '(EFFL ENT FLULt AREA) "e, `z � K g1k <z Z.m IN, BLOCK 82 1 OCCUPIED VACANT CITABLE Will SHOWN 1' DISCHARGE 75' TD Eby G 0 SFPBC < 75 FEE FR,. Fp011 HFADWORNS IN PUMP TANK PUMP TAN POTABLE LIE Ln LOT 22 TIP, I- RECIRCULATION HEADER UNTIE � BLOCK B2 BACK TO HEIN PUMP TANH 3 CI OCCUPIED ig d° SIRC 1/2" (14.25 GPY RECIRCULATION HATE) IQ1p f°X'; "LB 6912" NO'04'301W 130.00, Oi UNFlELD m WITH AABDO OR ASSOOL o� PROPOSED ° p AA'J)0 anla AIR RELIEF VALVES I PR OSED WA1fAUNq POTABLE WELL CID ID N T I 1 I D %Tox 1SB.O' EXISTING Lg I CD L POTABLEE HELL o AEROBIC 7RFATMENT SYSTEM (AASOO)i ME S• Ij APPROVED ALTERNATE: AABOO OR AS�OOL NIIK IY540 TRASHAND PUMP TANKS I11 (n ` ALNWA EARN GROUNDWATER FLOW i LOT 21 u 13,3' PROPOSED RESIDENCE \ LOT a I £ BLOCK 82 OCCUPIED M 7490 PENNY LANE FF EL 22,80' DLOCK B2 p 10,400 $0, FT. OCCUPIED PROPOSED ORNEIYAY ,�y 0.24 ACRES +/{ -D TYP. 1/2' WITTER LINES I OTAULE WELL SNaWI 0 SEPTICFEE ^t (4 O 15' AND 10 O 1 > 24' SEPERgIoN NETAFlY 'MYZENE C �§ a FREE' MODEL 10SYM IA,9-123D0 CPH F. y \ 60.0' 4.0. RI _ S = 18:8o11 PROPOSED \ °9X4O. SIRC 1�2„ LB 6912" D � NO 130.00' / AFT \ / \ 75' 70 E)OSnNC POTABLE WAL z 07 1n `D 75' TO EXISTING LOT 9 BLOCK 82 \ \ EMsnxc SEPTIC SYSTEM / Co In POTABLE NEII (°E UPIED \ N V W o T POTABLE AND \ \\ I LOT OC28 BLOCK 2 OCCUPIED SEPTICE SHOWN \ OCCUPIED DCCNIP,io NO 005IRUCRORS LEGSLDESCBIpBOFL• LOT B, Hl B7, LAKEW000 PARK - UNIT 11, 7, < 75 FEET '- ACCORUVNG TO THE YAP OR PLAT THEREOF. AS RECONOEO IN FLAT BOOK 11, PACE(S) 13. OF THE PUBLIC RECORDS DT ST. LUCIE COUNTY, FLORIDA, us 74 0C PENNYLANETODD N. SMITH, PE, INC. FT. PIERCE, FLORIDA 32951 EVISIONS 1717 INDIAN RIVER BOULEVARD BY EVISED PER SLC HEALTH DEPT JMS DATE 9-23-21 SUITE 302 VERO BEACH, L. 32'9 Ph. (772) 559-3699 tnspe@bellsouth.net CITABLE WELL SHOWt 0 SEPTIC < 75 FEE APPIIDVID TPARI TAM FOR AOJAAVI[ µpia A AS AA SKIWS IME Na AApOp91 WTNAFAnKq) _=O FOR AASUD, FLAW TµK W°LD[a M R 1. WtSTRAtW WSIp 2. ROM YOLTI TAML MOD[L AYT-SOU ]. =!go ffPnC IWA ]UO1011SL9 uT/ STDNWV APIAIC TANNKK-7=03AL'1151 s uii p. StfKW1a S[PRG TNW PPO1D3tUHR Gr] 7, 5[pRA10 YPOC TANK I1150➢SiLy1➢ GT3 S nORM30) SOO laA PIT APPAa1T0 MMR TAIRID FOR [IDPW m L WFILINAIOI w710 7. RODI YLLRIM L. RUI_Spp S "R" MPRC TNIK 1SgD3g311p GA S®NNW YPRCINNITAKK 9:% L:➢ GII S SINNING SEPnC TOUT IQmwmI,]NR ,, ACZR r 01WP TANKS FDA AWAMPE RAW. AAWQ. ASSOU AND [cOPID [-Sp STirtui I. INFILTRATOR.51. ]. ROM YM.MOU( YLDLL AYT-SnO ]. SENANO 2Pno TNAI ]0U107ALSx➢ GTI 1. Sid . S[PRC LANK ISalpy0y10 fATI S. SEOPoNO SEPOC I= 7SO1D316, 2 CITA 4. ST....01.0 11= POMDUALYID Gt7 7.5l -3[PpC TAN(-IDS°OSALy1➢Gll 6 NOi " >Up La. PR 'u OENERALNOTES 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. YEIL 7 THE EXPECTED USE Or2- JOINERS SHOWN THIS TH ST PARCEL 14 RESIDENTIAL. 4. LANDS SHOWN HEREON VCRE IIOI ABSTRACTED FOR RIGHT OF WAY AND— EASEMENTS OF RECORD. 1 $ EPTIC TANKS AND Vn I e , . __.... 6. BEARINGS AND DISTANCES SHOWN TiRC@1 SUBSTANTIALLY AGREECVITH THE PLAT UNLESS OTXER4 fE NOTED. THE DEARING SYSTCX SIIOVN HEREON IS BASED ON THE LINE ISYSTE1C0 BASED ON RECORD. 7, INFALLORMATION OBTAINED FROM pIAT Zlq DCE0. 0. GRDUNOSDISiANCESFEANII pq RE1ARENCC01 7U LLS. 9. THE�PRD'U EDSI.DARD MCAEROVEHERTS Y FEEII. HEREON DO NOI REPRESENT THE FINAL DESIGN UNLESS HEREON Do BY THE GOVERNING NWNICIPALITIES. ID ACCOHOMO TD THE NATIONAL FLOODINSURANCERATE HAP FppIBER 12111C0070 J, DATED 2-16-2012. THE ADOVE DESCRIBED PROPERTY LIES IN ZONE IG It THE PROPOSED ELEVA71ONS ANDFOR ORMNAGE fLOV ARROWS IF SImVN HEREON WERE PROVIDED BY IHE CLIENT, "DOD IL SXITH, PE, DIE. TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED CLCVpTIDNi ARE SIIOVH ONLY TOR THE COHVENICNCE Of 111E CLICN7 IN THE PERMITTING PROCESS TNROUGH THE LOCAL GOVERNING 12. ORIPLINE LERAItd1EL0 AND NDUYO SLOPES SIIaLL D[ - $TPBILM, VITN SANTA, FLORATAH DR Si, pUOUSTIHC soul. CERTIFICATION: I IIEA,�EEuV CERTIFY $f"AAF TIIEENCIIEEN110 FEATUAEG OPN4S 'Ik0 1L[�1,1�w�1L1$P�CI FFRDYTMEnr CCHFIOj A E EIGWEEll0.'G a„u/}TrIQ•p1 nE�lf1sucN P.ECZs.PI HY Z. J,SIA ISIIEUYOM Iruxep, YALLM;111EVE 1HE CD ' NIOMBN1n COMPLY WITH C' APPL NIESTNTEOFFLORWA L40 THE All ULGG -TI IT SCALE I' . 20' DESIGNED BY: TNS DRAWN BY: JMs ENE. PROJECT /21092 DATE: JULY 2021 PACE 1 OF 2 Vroperty' Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 7490 PENNY Parcel ID: 1301-607-0312- Account #: 1933 Sec/Town/Range: LN 000-0 02/34S/39E Map ID: 13/02N Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Focus Homes LLC LAKEWOOD PARK -UNIT 7- BLK 82 LOT8 (MAP 13/02N) 1686 W Hibiscus BLVD Melbourne, FL 32901 Current Values Historical Values 3-year Just/Market: $15,700 Assessed: $8,784 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $8,784 2021 $15,700 $8,784 $0 $8,784 2020 $10,500 $7,986 $0 $7,986 2019 $8,600 $7,260 $0 $7,260 Sale History Date Book/Page Sale Code Deed Grantor Price 03-12-2021 4577 / 0922 0001 SP Unity Development Investments $24,900 LLC 02-10-2021 4558 / 0730 0001 WD Kirley Sandra $15,500 05-15-1997 1088 / 0122 XX01 WD Dagan Margaret E $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: , ';Q A� Total Areas Finished/Under Air 0 . p y Gross Sketched Area 0 �r= +_{! 1 •: i ir'C't?;;,'?C; (SF): Land Size (acres): 0.24 C Land Size (SF): 10,400 Total Building Count: 1 Type Special Features and Yard Items 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 2021 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.gov/RECard/ 9/27/2021 Ir HEALTH St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #: 56-SF-2331879 BILL OOC #:56-BID-5414610 CONSTRUCTION APPLICATION* AP1697652 RECEIVED FROM: Brian Davis Septic AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 021454 PAYMENT DATE: 07/15/2021 MAIL O: (Focus Homes) I I FACILITY NAME: PROPERTY LOCATION: 7490 Penny Ln Fort Pierce, FL 34951 Lot: 08 Property ID: 1301-607-0312-000-0 EXPLANATION or DESCRIPTION: 82 Block: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - 08TDS Construction Reinspection -1 -Well Construction QUANTITY FEE 1 $ 5.00 1 $ 45.00 1 $ 100.00 1 $ 100.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5090284 Note: Well#59-32292 BEAM SCHEDULE lslllmte collecnlNa m •1rOn GYP Y/l Ti4• COIMCLnoMPnP/ip oso curullrAre.luA. w Al. onmuswm otJMTlfFt1YPUStYG Wlllrlarin mUS SAowl:tK in NIJL' D CUII ooL UHO.ONP rn c.nt uoe m-x.ro RSWYlI HIr Coml mmp ROVO oa RRtx MmE Y:1A—mwNm IfAYTOrE116J1uwm Wool rlarOxmW a Petra of tmlua a ' cuu vll.uxaoun� GENERAL BEAM NOTES 1. rwsrxttmPlJJ.voPNeenEJunloseuusacauwfn INI+r aEU1lIGPMIPNDI 2 f{Er{AxfoP tIP OPOORoII OP aiAUn91GttJNa i aEWi1AENroi rl0E0P[JEl eP tm m¢naixr /sir FRONTPORCHES: ALUMINUM SOFFIT MATERIAL REAR PORCHES: TEXTURED PAINTED: VY EXTERIOR GYPSUM SOFFIT BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH 2X BLOCKING PROVIDED AT PEROMETFR THE GYPSUM BOARD SHALL BE ATTACHED WITYPE W 1114 DRYWALL SCREWS @ r O.C. IN FIELD AND EDGES AREA TABULATION A FIRSTFLOOR PLAN '887 sofr LIVING TOTAL '807 stsFT I�GARAGE 'IN SOFT ENTRY 2E 9GFT 0• TOTALAFlEA 2DG7 so- Masonry Drarlx ;/EFolioivulas Roca GREAT GREAi61W4rR00Y Oo+om n004 IVIdQi%001f rlar • uxlnm I I rflaM,wu �IhlTrrAFFJ Fuikp,let.ImM0.W �SF.E pW^ eri Frarnlnm'°i0"Ja o swmmh+Frnac.umwvr aar swK.mhernvaN-wmdosmd IOIESb LLRPYG9f1UNFAlDIF] sllcwrnrtrsmloPa WINDOW SCF lnf.bs Yleh[Mflm WINO rW E I SUE BEARING WOOD WALL SCHEDULE "Q5 nvr•s: ntraa.n3 �RUO co1NLLTONsfAm l � tINEml SM n1rI.1a5 SPA17, tOP sO1TOM SiE twP.f%1 t99x ]a•x]1SR gimiwN[t gMlcrw•Aa NSx lS.JOSL nsx or.a2 n.vNu..m[r m 1alPu.wAn mw.aasna mlmNul•Iwe � m ar.nsa xaall sr:asset .r �[�_ qim YWY wlivmm"�1Oia.wd1taAre gW+RWJ .,,. .__ wssx sz[az aomsx G]RSSx uvr.sau nur.ra BEARING WALL DETAIL GENERAL BEARING WALL NOTES E ��, aroma COLUMN Sue N o 0 can ah C FL 4t U) U �j U w 0 VJ C 0 CL Q. Q O C cu r•� LV g ` ''^�^• Q= //�� VJ V/ Vi Dow ]51]r.mW JA.W v1• a5 IS 51. Ce: Z� n aa.,s 1T >r lrr:la•col vv[Rrrr W71 1R SCHEDULE - DGGATYPE sRE M.l5mayomVIG pp b15Tx01 nlrr.er x .mwv' n� il .nmAm: Ps45G0 •rua PA6o3(L! .thou.[ NrII SGD laasco PIFi1W1 BDLOGGO OUPIFT t]WOSW SIN P r[TP �rt bro lac[r� Gu1.v.E la J•4m SEEIUlP 4Fo 160 MPH OPENING PRESSURES octv.lac-Io14p1iD-EIW6 1p a-auaurPocFxr. ice.%) ML,cNW+JLJO.-E P, IuwETlw.rr.IPom_mDo. cpuuy c[lmuq _mlmicm t�9CsrA ioncq,_�xT3 t I i •moesr-xars C21 .a.]rsanaP� • !3) •mAI•Yr-9x13F :�� .sAI=.Fr-slArsc •laal (51 •wrsr•wuPs {8`i nufssr-maPaf aar¢r •ar vsrr-AAISi tnlw ``^gt .wrur-nsrsc W. 13rr•.smaaw g I' � � /f.....: el trr:m• s. srlmvr m 12•.m' sl ar[tnw• U � ar trr[ar m•[mvr a lR.is• fF.a91r 0 '•r(�, tY, y8 c I'CSiI+� fdq JY ai'. ]i[Ol• r51R•.81 W Tx'[Ca• nl?iW ofr w•.w W tm.l] W loa+xnc[m• tla ur.al w•r Im19tr.11• 110W.W1r iciI✓(..j HOMES :v0:':asl Fr:t :sect Sa::na. FL 77ri1 141 Vr.w 143E'.SI LJ• la•.ar WM• 10]'. M• t7lrM' TAl3FORolaTAW11p1AW NUI®E1 3rEN(Jt5 PFf111001E GENERAL HEADE W— e0 (o uwLLT aw�r aOLL¢Z TOREMATONGS j LL pNOTE �4 vmlel¢v Nl 21•fi996 mrFallmrarEI IIFADFA 3.0 10EFAarEhTll1D EACH NEt W/mRolra 111 IAemlm0.QN3U'hll u,tmiorxaan.cnxc FLOOR PLAN BEAM SCHEDULE nPJYNIC aOIaCCImNa . 16c'••L'• i(Fa•]Am Pip GOVAEOaaIa PpOVDEm UT YMT.Ie OpmaLYmYN]O �u��nvp m uarniatt uaarv+Rocc.w l bn� .r• 1•ta cor �Ecnclavpmm[mus. u. puo mw%inYxl TD ��a�uliaoei noaiwu aNOTES GENERAL BEAM FRONTPORCHES- ALUMINUM SOFFIT MATERIAL REAR PORCHES: TOMRED PAINTED: 1rr EXTERIOR GYPSUM SOFFIT BOARD SHALL BE ATTACKED TO ALL FWUIING MEMBERS WrTN 7X BLOCKING PROVIOED AT PERIMETER. THE GYPSUM BOARD SHALL REATTACHED W/TYPE W" 1 114' DRYWALL SCREWS @ 8. O.C. IN FIELD AND EDGES 7 J AREA TABULATI N A FlRSTFLOOR PLAN 1867 =FT. LIVING TOTAL 1887 San, GARAGE dog a . lll Masonry •� e.n,.11.aiywa � ir�l.ba.bbP.rabn BEARING WOOD WALL SCHEDULE .ne. I Cda¢Of AF.aTEH012 �...rn •pan p.vtv.wu I mwroaw. BEARING WALL DETAIL GENERAL BEARING WALL NOTES i .um�cnc�.Niu.am¢mnuoa�'w..�u' va e[.m.+(mroOp.Ku.s.���l�m ♦ mn.G fe1MV.Y,.a1']ai.ftW[ .m a� Cocci o ale GENERALNOTES NOTE•1:OPIIOIMLLOLOWN.'eOLrNU IOOE WSiu..n ONLY pe T/EFOLLOMNCaflnOMa: FOYM uwvnaooN �npw mar 0 FINODI Aca' U • A9NORO �.J fit' '.r V! ��I U O -+ C � •� r^ E a v! C 0 r ♦� C A\ NaIC¢.OIaLPMCatY/riFRte+EADIlSED FORALL &IOxfriaELFD1O0.9 WINDOW SCHEDULE NOOW TYPE nN Y 5� ROUCJ+OPENa+G Im. aI,.= wlN•.]r Irolw nu sx atr.]rsr avrv.nvr aw•.xa )+r nlx[wsr wsx -.m r m•.m ar W.0 RY•.]0aT 21. x+sN ar,.var a)sr,wvr nvraar E, NSN ar.x)aT aT... ST m)T.n fJ7.T.50 ST ss91 Aafr Srrial' O Y•�/ uj V MOp 91 avria VS .P 1(r.m tr L 35 a+1 nlr.{S a)T[aT -LL a)` ` = L- g Q. r^ v, .m CN mLr.@' to 1T.a7 )Sa.9l1 im iT. �' ItP.ax' ronMlwn mvlw avr.a]sr x'.NIr nvr.asr v.w•. tx lrx• mxwr 1 x.nlr nw•.0 1T owl•w mvraOlT alr.N tz � �' H 'I.� •/ O Q F1/ Lim DI.fY .)IrYf11T .. IN•.ix Tr.EW oa w( Olr.n ur a.Irr..e is petFW .T lr.a112 .9W .Sx iS )IaFY xrY1{Ir naY•IIa WWN AW.ISIrNb FRAME wwr(PE I Stm ROUGHOPE1nN Za IT.9W )ir.9W .r,m 1(f w-.mnc ! Z �.� a� Sc ;;;fJJJI n99_e�Et d^ .� ®°< Ru�e� 1 C s �` $ ,�°�Cl� I. g xj_� y e�$��tle�' ¢ D5o0o 'y�� o n sTess tr r.IT.)r n.T:spsr nIT,mIN• w v.• sslr avr.pa ssw•.n yr mn{•. tr aW.nlr aw•.0 ssw•.te.vr xa uralr ss7u•.n yr ay.•.rt as1H•.,r rT mvr.nvr iLTAv.crmaaruutauAromAmrn I1FAT30IvxwiNR,v, IR SCHEDULE ODOR TYPE sue rxAsonnroPEr+wG /n^,l� qq� 1........ alr.ar -m W F r..a..en .u..Lea.ne.l.,w.waa-' pmssm _� N• �MCINncw.turnv iwu-m .Y MYO..LLw .mIRMUD.aR.1�NaW.I 6ma9GD dRSW t�pu•FOC'u•aVn..: m1N�v(u.M.lman{ rtm.DUW '-.- COLUMN SCHEDULE vma�G cnvTxar& tPancoxKaPAcre.m trIFTADt MpeosaG I � 1. LJI ]. R9fv (q �mrODuxs Inui•uFi t�� 11 W ^mYl•1QNLL, .:m a•P. Nr GA.GEO 3. Rat'. R/M INg�• �m�4L x+n lea rn �0 Q.{P.r.z C ` sY. Im.StvraY'Ai a tm N.L! u.atm SFEIMW Oa.a P.T.R dri Pmr Tm 1mN.0 u.um �cy . aP.rsx atz P6aT xRawarn mmrw.a ` Oea ,Gmp cn azs7asP>_let Ft/x+m u.tmwur.mew� tN-a.lcratwom a1R p L atr.ar -.. a a]lr.w ar.0- In e ww.c n•ioau• a7 ir.t? flO J a1 W. 315T[N11' r NSr[9. w• l' )O `v ,. dgR �•'"�'�`^6 Nta.ar N lrapT W. aril r- wIlP2. 7r.m• n1w.at Y+' 7r.m• 73Tr.mw••p cr.Pc A1r.mW 1mt91r.W tlp UPaal aT 1m 1vlc.Pr Npw•.Pr sr (�..i,/ 5 • �• I J HOMES 79iS V.'nst F;(pl.".nccl ,tcru FL 32771 NiIT[W tN YTia)au• °�•°° °�`a' tar.m• t]r.M' SAr19FOR 04TALLATIONAW HUMDER nD+ermPD,DGOR (- JanaO:-7Si1 ua+8[NuseporuPauVu:�OaasT.eaf:Si stkZt ni iA.'TDrERa. ivi vi FTlrGrvufE sEENOrEI. v V '- I¢j ¢ ¢ w m Dui la•]1IIaRSl9 w(IrFurw.ure 9SENOTECa GENERAL COLUMN NOTES WI;TINIC ftA,E gENOfEC NaFp1tWL1.pI11a11D WCtl,PwtOn.aawOOl en.w.w.ml m.cmlc�wlvx ,wanaDlaltn[.Yta mats.11:y1Nc rsnmrtralvr•m ram o. �oun�ir�ra.wnarmnmme�. 7vrY7 w`nLww IfeF.m.l.svppmq IIGDER supPORraa oFx[c.a. SiVDS ItEa.ATovEr+Ncs �¢ra a+tnuL am onz.nww. rc-atr Ill m m EL 3 LL g 9 ^ r r e �w w a a 1_ u mom p F LL ({ .raaurmr m H OPENING PRESSURES AYOp,O-t,wwawtt,r-a1+urlpvpFln. Iva`.lar t rn r. L.� �sy0 ��w LL m la¢smTrs GENERAL HEADER NOTES L trJprvwP+.NrDraEcitnntlld•nF,ocAaeoopm 1 rmg,mn M=IaFLOM!!M PonOrlatp W�T)R um Pauavram11r11aax111pxeFAvnnvwr.scounron rvwp¢Droppec,lDxsmwoNnrA 1 i1FMDIPQIl1E]taeiO6]affPW+FORBmGa[o IF.1DFA CCL�YINFCn PCQI.@amMF_GI M ...uxPurn DeYAw YvnalwaelwLosFAnDanlD acn+ PEIf OErALY01. a PASiDIH110.t,IPLY1t4pFA9,pOER��wrm RPr9 im aLmrONN..aATTO.cNDNOFAa1fpOC WI(JJ aTM1Fhm n°AA-,Fr>tnl,l�,.ymatowr..mm.,arlmmrwaave+:me 7. 61FAOLA q IMn ]PFGI'S C0.V NCf FDA •naPaFr•.tvpvs ;21 •mPa.-aa.sr .]e�.ur-7.1Ri ti_0 ] •aa.sFr-Nn.s alarenca Na , 3.0. 27.6996 .x,rsr•nav¢ �) .w.sr)-xtertF -2L)eY/•ifO.aF FLOOR PLAN t^g� .wrsr•nevs Todd N. Smith, PE, Inc. 1717 Indian River Blvd. Suite 302 Vero Beach, Fl. 32960 772-559-3699 September 23, 2021 Br Ilan Ingram Florida Department of Health -St Lucie County Division of Environmental Health 3855 South US 1, Fort Pierce, FL 34982 RE: 7490 Penny Lane, Ft. Pierce - Performance Based Sanitary Sewer Treatment System Dear Brian, This letter shall formally respond to the review comments in the checklist provided to us by your office dated August 3, 2021. The following responses are numbered respectively to the comments that were highlighted in red. Page 1" 1. The septic plan has been revised. to show the 1" lines are the discharge and recirculation headers respectively. The arrows from the notes now point to the correct locations of the header. Pages 2-4 2. See Dripline Responses. 3. The Amarin Cup detail has been revised to provide for a contingency plan for sampling if full sampling volume can't be obtained. This has been contingency plan has bene reviewed by Eb Roeder on another job and has been approved. Also, a note has been added to the engineer's certification letter than flow will be monitored by the installation of a water consumption meter installed in the water building service line between house water softener system and piping servicing the residence. 4. See dripline responses 5. See dripline responses and response #1 for Page 1. 7. The contingency plan in the engineering report has also added what actions to be taken should sampling results fail secondary treatment standards. Drip Irrigation Review Items (Page 5-13). 5a. The septic plan has been revised to show all the allowable tank configurations. Multiple manufacturer tanks are shown on the plan because of current availability issues from the manufacturers. All aerobic tanks require pump tanks. All systems require trash tanks except for the AA500, which has the trash tank built into it. We draw the.3 tanks series on the actual plan because that would use the most;area and we want to make sure that the 3 tank series fits. Therefore, we know a 2 tank series would also fit. 5a5. The pump curve has been revised to show the operating, point is 18 gpm at 107 ft., which matches the dripline calculations. Filter and field'flushes are continuous. The headworks detail has been revised and a petcock valve has been added in the discharge line prior to the filter. I The filter flush does return to the pump tank directly without entering the supply line. The filter flush is approximately 2 gpm, therefore the flow going through the supply line is approximately 16 gpm. Based on a minimum 2.5 Mee flushing velocity of the field, 10.71 gpm is needed to flush the 7 loops, which is less than the 16 gpm going through the total supply line system. These flows are adequate to provide flushing of the I field and the filter. 5a6.1, See 5a5 response. 5a7.' See revised headworks detail. The petcock valve has been added to the discharge line prior to the filter. 5a8. The dripline calculator has been revised to show -a minimum of 18 minute run time for 6 doses; which provides for 108 total minute run time, which handles 405 gpm. A two -float control will be used in the IM540. The dosing trigger -is a power source timer in the control panel. The pump enabling float does serve as a dosing enabler. The automated dosing trigger is the timer in the control panel. The high water float also serves as a demand dosing trigger. Once the demand dosing is trigger by the high water float, control returns to the timer in the control panel and the pump enabling float. The lower pump enabling float must be triggered when the timer dosing is activated for the system to run. This assures that there is fluid in the system to actually pump. Essentially the two work together as a logic circuit. Demand dosing will run until high water float returns to non high water status. At which point the system returns to dosing determined by timer in control panel and status of lower pump enabling float. 5a14. The letter has been revised to read "a sub -surface drip irrigation system in a mound configuration. 5a15: The plan note #12 has been revised for the ground cover to include dripline drainafield and mound side slopes. 5al9. Drip field and filter is under continuous flush. 5a27. County Health Dept. will check slope and cover depth during system installation. This letter and its attachments should address all comments. Please continue processing the final approval for this project. Should you have any questions, please call. Sincerely, 11111111t 1l, o ..,M�ry Todd N. Smith, PE •NSF Ff. Engineer's License #42082 ' �2p82 lE ` STATE OF FLORIDA PERMIT #. >` 'r DEPARTMENT OF HEALTH �Q ONSITE SEWAGE TREATMENT AND, DISPOSAL SYSTEM X SITE•EVALUATZON AND SYSTEM SPECIFICATIONS C� DE APPLICANT: Focus Homes AGENT: Brian Davis Septic & Backhoe LOTI & BLOCK: 82 sum vismN: Lakewood Pa,r.k .Unit 7 PROPERTY ID #:1301-607-0312-000-0 [Section/Tovrnship/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTi'DEPARTEMENT EMPLOYEE,oR O_THER'QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE •_ A YES [ ] NO NET USABLE LE; D°`�' 7XCRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER PAY [ SIDENCES-4TABLE 'l THER-TABLE2] AUTHORIZED SEWAGE FLOW: O, GALLONS PER DAY [15D0 GPD ACRE OR'250U GD�;ACREJ UNOBSTRUCTED AREA AVAILABLE: �'Z� BQFT, ,, UNQHSTRUCTED AREA REQUIRED: Z 2 " . SQFT BENCHMARK/REFERENCE POINT LOCATION: C�' L� ELEVATION OF PROPOSED SYSTEM SITE IS. 'S(: C_ /FT] [ABO STLO ] A QCAMARK/REFARENCE POINT THE MINIMUM SET� WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOlitdWING FEATURES SURFACE WATER, /`�J ,FT DITCHES% S: ORMALLY WET? [ ] YES NO WELLS: PUBLIC: / _ T Ii+lGTED USE: FT P.IVATE:_ FT NON -POTABLE: FT BUILDING IrOUNDATIONS: _1 FT PROPERTY LINES: FT POTABLE WATER LIIJEB: C FT SITE SUBJECT TO FREQUENT FLOODING: [ -NO 10 YEAR FLOODING? �,p,j YES -{�j NO 10 YEAR FLOOD ELEVATION FOR SITE: MSL/NGVD SITE ELEVATION: ( ' FT MSL/NGVD USDA SOIL SERIES: SOIL USDA SOIL SERIES: OBSERVED WATER TABLE: 43 _ INCHES [ABOVE / LOW EXISTING GRADE. TYP RCHED / PARE ] ESTIMATED WET SEASON WATER TABLE ELEVAT ON: 1 2, INCHES [ABOVE / LOW BXISTI E HIGH WATER TABLE VEGETATION: [ ] YES [9 NO I MOTTLING: (0 YES [ ] DEPTH:INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 5 1.� DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: EX TRENCH [ 7 BED [ 3 OTHER (SPEC= W? / REMARKS/ADDITIONAL CRITERIA: 1 SITE EVALUATED BY: I ( `► /' �UZL' ,� Da 4015, 08/09 (obsoletes previous editions which may not be used) IncorporateM-:0�?F,Qt¢ /*)Mge 3 .of 4 W10 '��/ill l I I I yr� 1 z System Design Criteria for Maronda Homes 7490 Penny Lane, Ft. Pierce, FL 32951 Performance Based Treatment Unit With Drip Irrigation Prepared By: Todd N. Smith, PE, Inc. 1717 Indian River Boulevard Suite 302 Vero Beach, Fl. 32960 772-559-3699 I certify that the engineering features of this performance based treatment system have been designed or specified by me and conform to engineering principles applicable to such projects.l,R" Viof9psional judgment, this system, when properly constructed, operated agcb i/fvtll-thieve the established performance standard and comply '• ••. with allpc��es:F tVtate of Florida and the rules of the Department. AV 02 ETA 'lodl:'M t14ZA'AQ�.-W Presid(6t)tFSsl 'NAB-�a```�� Fl. Engin60� ,' �Fptse*2082 Date: July 5, 2021 (Revised 9-23-21) Todd N. Smith, PE, Inc. 1717 Indian River Boulevard Suite 362 I I July 5, 2021 (Revised Sept. 23, 2021) St. Lucie County Health Department 5150 NW Milner Drive Port St. Lucie, Florida 34983 To Whom It May Concern: Vero Beach, Fl. 32960 - 772-559-3699 tnspe@bellsouth.net On behalf of Focus Homes and Brian Davis Septic & Backhoe Services, Inc. we are requesting approval, by your department, to install a Performance Based Treatment System (PBTS), at this residential site, located at 7490 Penny Lane, Ft. Pierce, Fl. Due to the lot being platted prior to 1972, this PBTS design is based upon meeting the Secondary Treatment Standards. The 25% increase in allowable flow will require that the effluent be tested for fecal coliform. We are proposing to rely on the soils under the dripfield to help meet the required fecal coliform limits of=or<200 fe col/100 ml is met. Semi -Annual Testing of the sampled effluent will be utilizing two Amarin cups placed under the drainfield a minimum of every 6 months. Samples can be combined from both Amarin cups if necessary to secure a 100 ml sample for testing. As a performance based system with secondary treatment standards, CBODs and TSS shall be =or<20 mg/l. Since no reduction in drainfield is being proposed, ponding will not be required to be checked. This site is .262 acres (including green area in right of way directly in front of lot), served by a private well, allowing for 490 gallons for day lot flow, including a 25% increase for the proposed PBTS. The proposed single family residence to be constructed contains < 2,250 sf of building area (4 bedrooms). Based on the July 31, 2018 64E-6, Table 1, the system has been designed to accommodate a 400 gallon per day effluent flow. The pre-treatment is a 350 gallon chamber within the AA500 tank. The PBTS is an aerobic treatment system Aqua AA500 capable of providing treatment for 500 gallons per day effluent flow. An approved alternative is AS500L or AA800 tanks with IM540 Trash and Pump Tanks. The drip field will be a subsurface drip irrigation (SDI) system in a mound configuration, which will contain a 1" diameter header pipe for both dosing and flushing the drip lines and 1/2" diameter drip lines. The required drain field size has not been reduced. A visual inspection of the ground surface over the driplines and the testing for fecal coliform limits shall be made semi-annually each year by the service contract provider. The electrical wiring for the proposed PBTS will provide one (1) 20 amp dedicated electrical circuit for the pump and blower of the PBTS. This system has a constant, internal monitoring system. The system reports, via an audio alarm and a single flashing light, its system performance condition and operational status. The control panel/alarm will be mounted outside the west ekterior wall of the proposed residence. Even though this automatic monitoring system is in place, in the event of a.total system failure the owner/mairitenarice entity will utilize a pump -out truck until the automated system is back on-line. Plow will be monitored by the installation of a water consumption meter instaj�gr fii,the water building service line between house water softener system and pip4n sd I cjjp �� idence. Should you require any further information, please call. �I,\ A� Sincerely, o. 0 Todd N. Smith, PE �p' ORIOT, Fl. Engineer's License • �� �`� gNALENG���� CC: Brian Davis -Brian Davis Ab4lc�& Backhoes Services I Drip Design Calculator Job Name/Homeowner: Focus Homes Address: 7490 Pennv Lane, Ft. Pierce, FL 32951 Permit Agency St. Lucie County Health Department Installer Name Brian Davis Septic Designed By: Todd N. Smith, PE, Inc. Date: _July 5, 2021 (Revised 9-23-211 Gallons Per Day: 400 gpd Soil Loading Rate (GPD, Per Sq. Ft.) 0.8 Recirculation Rate: 14.25 gpm Minutes Per Dose (Min.) 18 Emitter Spacing (ft.) 1 Sq. Ft, of Application Area 500 Drainfield Reduction: 0% Linear Feet of Tubing 250 Number of Emitters 250 Linear Feet of Tubing Per Zone 250 Number of Zones 1 Emitters Per Zone 250 Drip Rate (GPH) .90 Gallons Per Minute Per Zone 3.75 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 108 Maximum Connections to Manifold 16 Gallons Per Dose 66.7 Total Dynamic Head Calculation (TDH = Static Head + System Operating Head + Dirty Filter + Total Friction Head) Static Head = 5.42 ft. System Operating Head (29 psi) = 67 ft. Dirty Filter = 11.5 ft. Friction Operating Head Header Diameter = 1.00 in.. Type of Fitting Eq. Length Quantity Total Eq. Length 1" Std. Tee 1.7 ft. 16 27.2 ft. 1" 90 Degree STD Elbow 5.3 ft. 8 42.4 ft. Total Fitting Equivalent Length = 69.6 ft. Actual Length of Discharge Header Pipe = 72.0 ft. Total Pipe Length = 141.E ft. Tntnl Friction Lnsses in equivalent 1" diameter discharee line GPM HI in ft/100ft Hl of 141.6' of 1" Dia. Static + Operating Head + Dirty Filter Total Discharge Head (ft.) 0 0 0 83.92' 83.92' 15 11.70' 16.56' 83.92' 100.48' 20 18.90' 1 26.76' 1 83.92' 110.68' Use Sta-Right S.T.E.P. Plus D-Series 4" Submersible Pump (20 gpm —'/: HP) Pump Curve shows 18.0 gpm @ 107 ft. of head System needs 3.75 GPM Recirculation 18.0 GPM - 3.75 GPM = 14.25 GPM Residential: 400 GPD Maximum Lot Flow (On Potable Well Water = Lot Area + Green Area in ROW in Front of Lot = (10,400 SF + 1,000 SF) / 43,560 sf/acre x 1,500 gpd/acre = .262 AC X 1,500 GPD/ AC = 392 GPD "Using 25% increase — Max. Lot Flow = 1.25 x 392 = 490 gpd Drip Area Required: 500 sq. ft. Drip Area Provided: 500 sq. ft. Unobstructed Green Area Required: 750 sq. ft. Unobstructed Green Area Provided: 750 sq. ft. System Design Criteria Residence is 4 Bedroom (Building Area is < 2,250 sf) = 400 GPD Drip System to be placed in Trench System 400 GPD / .8 GPD per sq. ft. = 500 sq. ft. of drainfield No reduction for secondary treatment standard 64E6.012(1)h Drainf eld Requirement = 500 sq. ft. of drip irrigation 4 Lines @ 15' and 10 Lines @ 19' with emitters every foot and lines greater than 24" apart 250 emitters x 2 sq. ft. per emitter = 500 sf 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 will inspect the system and make necessary repairs within 36 hours as per 64E-6.012(4)(b). 3. Owner shall pump the tank as required to keep trash out of the aeration chamber. 4. Should sampling results fail the secondary treatment standard; First, a re -test shall be taken to verify concurrence with the first testing sampling. Second, if the re -test is in concurrence with the failed first test, maintenance entity shall review with the homeowner the loading and utilization of the system to determine cause. Third, Educate homeowner as to proper loading and utilization of the system. Fourth, re -test to see if cause has been eliminated. 0-peration and Maintenance The operation and maintenance manuals are provided to the installer and maintenance entity at the time of installation. Installation Installation instructions will be provided by Brian Davis Septic on site to insure proper construction and installation, DRIP EFFLUENT DISPOSAL SYSTEMS DESIGN CRITERIA - 64E-6 Dated July 31, 2018 A: Drip effluent disposal systems shall receive effluent from an approved aerobic treatment unit or a performance -based treatment system designed to meet at east secondary treatment standards for CBODs and TSS and shall meet the following requirements. 1. Drip effluent disposal systems shall be designed by an engineer licensed in the State of Fl. 2. 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. 3. In a bed configuration, the drainfield area shall be calculated as extending one foot beyond the sides of the outermost emitter lines. 4. 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. 5. Drip effluent disposal systems shall be considered pressure distribution systems. . Head loss calculations shall be provided to insure proper hydraulic pressure at the emitter. Pump selection shall be indicated in the design specifications. Pump performance curves shall be provided. 6. Re -circulation rates shall be indicated on the drawings. 7. Check valves, petcocks, inline filters, and vacuum breaking device locations shall be indicated on the drawings. 8. 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 timed dosing cannot handle the excessive flow. 9. All drip emitter systems shall be designed as continuous loop circuits with no dead- end emitter lines. All systems need to incorporate a mechanism for backwashing or flushing. 10. Drip emitter lines shall be drawn to scale and drip emitter spacing shall be indicated on the drawings. 11. Vacuum release valves shall be installed at the highpoint of the emitter lines. 12. 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. 13. The setback from drip emitter lines to building foundations and property lines shall be no Iess than two feet. 14. There is no drainfield sidewall in a drip -effluent disposal system. The definition of a filled system in a 64E6.002(24), Florida 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 below the elevation of undisturbed native soil in the drainfield area. 15. 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)(0, Florida Administrative Code. 16. 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 down to natural grade. 17. Minimum cover on the distributions lines shall be 6 inches for standard sub -surface systems and 9 inches for mound systems. The maximum cover for all systems shall be no greater than 12 inches. 18. 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, 19. All systems shall incorporate an automatic mechanism for backwashing or flushing the drip lines and filters. 20. AlI on -site sewage treatment and disposal systems that include a drip effluent disposal system and aerobic treatment unit or performance -based treatment system shall have a biennial 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, 21. Drip effluent disposal systems shall meet the following operating parameters: * Minimum operating pressure at the emitter head shall be 10 psi. * Maximum operating pressure at the emitter head shall be 45 psi. * Maximum system operating pressure shall be 60 psi. * Maximum discharge rate per emitter shall be 1.5 gallons per hour. 22. The hydraulic surge storage requirement of Rule 64E-6.028, F.A.C., does not apply to drip irrigation systems. 23. Drip irrigation systems shall only use components approved by the Bureau of Onsite Sewage Programs. 24. Unobstructed area for drip irrigation systems may be located anywhere on the establishment property that meets the setbacks for unobstructed area and can be accessed via transmission lines, supply lines and return lines. The land containing only transmission lines, supply lines and return lines shall not be included in the calculation of unobstructed area. 25. Supply lines and return lines shall be considered as transmission lines for determining setbacks not specified in this section. 26. Except for slopes required to meet the stabilization requirements of 64E-6.009(3)(0, the area over the drip irrigation drainfield shall be stabilized in the same way or vegetated with plant species specified by the design engineer. The species specified shall not include trees. 27. For drip emitter Iines using non -pressure -compensating emitters, the maximum elevation difference shall be four inches between the highest and the lowest emitter in any individual litre segment between the supply and return line. For drip emitter lines using pressure -compensating emitters, there shall be no more than 18 inches of elevation difference between the highest and lowest emitter in any line. Neither property slope nor drip emitter line slope shall result in a depth of cover over the drip emitter lines to be outside of the range permitted in subparagraph 64E-6.009(5)(a)] 7, F.A.C. 28. The minimum effective soil depth below drip emitter lines shall be 42 inches; however, spodie layers greater than 24 inches below the drip emitter lines may remain in place at the discretion of the design engineer. B. Drip irrigation systems shall be monitored during required maintenance visits by visual inspection of the ground surface above the emitter lines for evidence of soil saturation at the ground surface. Answers for Drip Effluent Disposal Systems Design Criteria for the State of Florida 64E-6 Dated July 31, 2018 Part A 1. Compliance 2. Compliance 3. Compliance 4. Compliance 5. Head Loss Calculations Provided Pressure Loss in 141.6 feet of l" tubing & dirty filter is 14.79 psi. Pressure Loss in return line = 4.90 psi Flow Rate while the system Is running is 18.0 GPM. Pump is capable of producing 18.0 GPM at 107 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, Pump Curve attached. 6. 18.0 GPM, filter flush return line, 3.75 GPM during field flush, 14.25 GPM recirculation to pump tank. 7. Located in Headworks. 8. Compliance 9. Compliance 10. Compliance 11. CompIiance 12. Compliance 13. Compliance 14. Compliance 15. Compliance 16. Compliance 17, Compliance 18. Compliance I9. Compliance 20. Compliance. Completed with FDOH and Contractor. 21. Minimum operating pressure at emitter head is greater than 10 psi Maximum operating pressure at emitter head is less than 45 PSI 'Maximum system operating pressure is less than 60 PSI ,Maximum will be .90 GPH per emitter. 22. Compliance 23. Compliance 24. Compliance 25. Compliance. 26. Bahia or Floritam Sod to be installed over drainfield. 27. Pressure compensating emitters not to have 18" of elevation change between the highest and lowest emitter in a line or no more than 18" of elevation difference between the highest and lowest emitter in any drip line. 28. Minimum effective soil depth shall be 42". Part B. Inspections to be performed in accordance with the requirements set forth in the operating permit as required in the letter herein this design report. Pentair Model S.T'.E.P. Plus-D Series 4" Multi -Stage Submersible Effluent Pump Stainless Steel CAPACITY LITERS PER MINUTE I I(Vn (} 25 50 7.5 106.. 200 80 iQ u� 60 F Z 40 T J 0 Specifications r Body Construction: Stainless Steel (300 Grade) Horsepower: %Z 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 P 6Y AQUAAIRE SEWERAGE TREATMENT SYSTEM MODEL AA500-35 _ AA500 WITH 350 GALLON PRETREATMENT TANK ONE PIECE W1 TH LID ALTERNAIE AERATOR LOCATIONS AERATOR 3/4" SO 40 PVC NOT MORE THAN 1O" RM PLANT [ 4- y 4" MET �`v � AT 7' TEE ASSSWULY 7 560 GALLON p- TALC AERA7ION!/69f81G i88 CALLON 29 =f 4" (�NPARTMENT 47 =1 2" Epp 18-3 4' CL IER DIM. 211 AR DEFWCiION D= A Z U II m LLI Q C ~-j Z z� LLjo N � O Ld O" � Z O (Jj O LLJ O � o 1 Q O Qw ^ Lr) za a Ltj 0 e Mz� Z � C A. to ai, a �a N N1. N 9 TODD N. SMITH, P.E. INC. AA 800 1717 Indian River Boulevard, Suite 302 Vero Beach, FL 32960 SEWERAGE TREATMENT SYSTEM Ph. (772) 559-3699 C J b In YR ",S+ TOP VIEW 79" 26' RISER ACCESS COVER FO RISER b9" �n 11-8 CLARIFIER VOLUME 153 GALLONS 72" NTER DIMENSIC k . 9" . / AEROBIC TANK VOLUME 756 GALLONS � 3"R SIDE VIEW NOTES: TOTAL TANK VOLUME: 908 GALLONS TO FLOW LINE TANK TAPER FROM FLANGE TO BOTTOM: 4 INCHES AEROBIC AND CLARIFIER VOLUMES MEASURED AT FLOW LINE TODD N. SMITH, P.E. INC. ECOLOGICAL TANKS, INC. 1717 Indlon River Vero BeaehBFL z 6flsuite 302 AQUA SAFE MODEL (AS500L) DRIP FIELD CROSS SECTION FT. OF GRIP TUBE LINES ®25"EDGE OF DRAINFIELD CENTERS WITH EMITTERS EVERY 18- MIN. 1 FOOT. b o INSTALL DRIP TUBE 6"-12" BELOW FINAL GRADE WSWT IS >24' BELOW EMITTERS va FILL COVERING THE DRAINFIELD SHALL EXTEND NO LESS THAN 18" AWAY FROM ALL EMITTER LINES BEFORE TAPERING TO FINAL GRADE. u SUPP LOOP LOOP TODD N. SMITH, P.E. INC. TYPICAL 17t71Vero Beadi FL132960Sulte 302 DRIP TRENCH SYSTEM Ph. (M) 559-3699 EFFECTIVE SOIL DEPTH 42" BELOW EMITTERS SLOPE TO FINAL GRADE .INE 1"0 AP TANK HEADWORKS UNIT LVE UP FROM PUMP DISCHARGE 150 MICRON ME SPIN FILTER '2"0 FUNNY PIPE ADAPTER EE NOTE BELOW FOR .RFORMANCE BASED SYSTEMS) 1/2"0 FUNNY PIPE ADAPTER PUMP TANK TO DRIP FIELD RETURN FROM DRIP FIELD FOR PERFORMANCE BASED SYSTEMS EFFLUENT TESTING SHALL BE TAKEN FROM PETCOCK VALVE ON THE DISCHARGE LINE TO THE DRAINFIELD PRIOR TO THE FILTER WHEN PUMP IS ENGAGED. TODD N. SMITH, � P. E. INC. HEAD WORKS 1717 Indian River Boulevard, Suite 302 Vero Beach, FL 32960 UNIT DETAIL Ph. (772) 559-3699 INLET FROM IP HOUSE SERWCE ISH VEOETATNE AND DIVERT SURFACE kGE AWAY FROM TANK -4m-- OUTLET TO AS500L OR AA600 PUMP TANKS AXX EP7H INFILTRATOR SYSTEMS INC. IM-540 TRASH TANK VVITH CONTROL PANEL TYPICAL TANK DETAIL TOTAL CAPACITY........... 557 GALLONS WORKING CAPACITY ........ 483 GALLONS LIQUID LEVEL ............. 44 INCHES INVERT DROP ............. 3 INCHES MAX. PIPE DIAMETER....... 4 INCHES SIZE......... 61.7"W x 54.6"H x 64.91 APPLICATIONS....... SUITABLE FOR USE AS A PUMP TANK, TRASH TANK, RAINWATER (NON—POTA8LE) TANK OR AS SECOND COMPARTMENT OF AN INE SERIES SEPTIC TANK. TODD N. SMITH, P.E. INC. INFILTRATOR 1717 Indian River, Boulevard, Suite 302 IM- 540 TRASH TANK Vero Beach. FL 32960 Ph. (772) 559-3699 UU NIED SECURELY TO A POST OR BUILDING 3/4- PVC aWOUIT 671H POWR WRES MET FROU WIIC rANK WSTALL ON I' COWCREIE PAn0 ESTABLISH VEGETATIVE COVER AND DIVERT SURFACE DRAINAGE AWAY FROM TANK INFILTRATOR SYSTEMS INC. IM-540 PUMP TANK WITH CONTROL PANEL TYPICAL TANK DETAIL TOTAL CAPACITY........... 557 GALLONS WORKING CAPACITY ........ 483 GALLONS LIQUID LEVEL ............. 44 INCHES INVERT DROP ............. 3 INCHES MAX. PIPE DIAMETER....... 4 INCHES SIZE ......... 61.7`W x 54.6"H x 64.9"L APPLICATIONS....... SUITABLE FOR USE AS A PUMP TANK, TRASH TANK, RAINWATER (NON -POTABLE) TANK OR AS THE SECOND COMPARTMENT OF AN IN SERIES SEPTIC TANK, TODD N. SMITH, P.E. INC. INFILTRATOR 1717 Indian Rlver' Boulevard, Suite 302 Vero Beach, FL 32960 IM--540 PUMP TANK Ph. (772) 559-3699 49.: 45 Side View Lid View. 3" Standard V Traffic 36.75' Ends iew Notes: '- .1iiceptifcle;has-been'desigridd'and,tested -'in.d=idandB�ivittiFl6ridaAdininistr-iti-VeC,Ode-: (FAGS 381ithiot '64EL6- 62 -wherreorifiiiiffit. flout placemeht.' PoOfHikh Pw--,b=,P.ipc Scat (Accepui Caqugau:d--Pipc)P6fy,1[ will rnccELh6 Vacuum &-Hydms6Eac pressure requirements of A.S.T.M.- spec. 6-923 foi2r,3; & 4" SCiiDAO R 49,: 62` Side View ' Lidl View 3" Standard 6" Traffic Q ErA"A avti -•-•-•-•---•-•--- 0--•- •---•-•-•---• Outlet 3r 3" Typical 4930" imd- View Notes: Receptacle has been designed and'bested In accoidante,Wiih iida•AdiritnistraR4e :(FAC) 381 Chapter 64F, 6 ,When receptacle � used as a pump chamber use 12 93 allons ; g .. g -'.tJoatpL�ccenent�'+ 8 permchwl�enconfi urin Poly Q ]3igjl.Pie ssiue Pipe Seat (Accepts 2 3 ;4" 8c Corruga>=d Pipe) Poly II w>>1 mcctihe - �YdiOslahc:piesSutezegttmemettts:ofAS.T3Gt.spec-C:-923,.for;2��;3"'P,c`,4"-SCL=1D:40'. '•� . f�� f '•Sc,,t� sir • ���'•�ACD7J Jt� -dLOli MW Side View 24"R 24"R Or ....... 15" sQ Lid View j. QM 3" Standard 6" Traffic 42" End View Notes: Recep*1e:hasb.een desiined,and-tested in,accordin6e with.FIorjdaa Adriiinistrati.ve Code (FAC) 381�'Chipt&,6 ' 4E-6 -..Wh-e"n'r'e-ce*"p-t'i6le,.-i§used as a pump -46ha&ber.us6-_,18_75 jail'o- ris. 1pe floatla piciemexrL rin�,ha4lien:conf Poly U Mgh Pressurcflpe Seat (Accepts 2!%YX -& Corrugatid Pipe) Poly il will meetthe- Vacuum & Hydrostatic:pressure requirements of A.S.T.M. spec. C-923:f6eT'. 1"3"-& 4" SCIfDAO 6 MMUMM Side View for D- ` Or Or ix vr ..£... Lid View 3" Standai 6" Traffic Outlet 3" Typical 49^ 3r End -View Notes: Receptacle has been designed and tested in accordance withi F.i rida•Admiriistrattve, Cdde (FAC) 381 Chapter 64&6. When ieceptacle is used asa pump chamber tise..18.75 gallons;per. inch wiiert configuring float placement Poly 11 High Pi *sure Pipe.Seal (Accepts 2",3",4" & Corrugated Pipe) Poly II=will-meet the Vacuum.& Hydrostaticpressure requirements ofA.S.T.M spec. C-923 for 2", 3" & 4"' SCHD.40 .ir. - r. -� k r� ^", w x �wlj� 3" Standard 6" Traffic Side View toz• �., 24-R r, 24'R - 60- ..i Or ............ .L........ ..= Or _ ..F• sq ' .. —s•. ..,E ;15"sQ 3• Lid View •-------------------------- Outlet 3330' 3" Typical ice- —38.. it End View Notes: Reeeptacle'has"been designed and tested io:accordance with Florida Administrative Code (FAC) 381 Chapter`64E=6. When-receptadldis.used;as a pump chamber uk 1 M—gallons per, inch when configuring float placement Poly 11 High Pressure Pipe Seal (Accepts 2",3",4" & Corrugated?ipe)-Poly 11 will meet the Vacuum & Hydrostatic pressure requirements ofA.S.T.M: spec: C-923 for 2", 3" & 4" -SCHD.40 I TANK SPECIFICATIONS DESIGN CAPACITY TOTAL CAPACITY -!E .-WEIGHT GALLONS LITERS GALLONS LITERS, POUNDS 500 1893 526 198i]?'* ;D 225 DWG SCALE., [:I PLOT SCALE: 1:2 SHEST4: I OF 3 LIFTING HOLES (4 TYPICAL) THREADED ACCESS OPENING 24" I.D. DIA. ROTH Mult!Tan!K.8 500 GALLON- / MODEL "RMT-T-500. TOP St E ROTH GLOBAL- PLASTICS One Geaeral Motors Drive Syracuse K.Y. 13206 Call Toll Free.866.943.7256 mmeemosimnsixat www.fralo.net 0- GASKET (HAZARDOUS GAS WAR2NINliG) A - DRAWN UFB-:KED ,� ' - -1 -!l., b6lzer 12/2 ,Sv C OR 89NIFAMUk,O140�i'- QA TIRE Mf.r 300 -tow --E- ':ORoFiL l-PU.MP-(FL)' APPRO VE9 1 -'144799