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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL 3i`ST M '+ a COPY PERMIT #:66-SF-2168914 APPLICATION #:AP1579823 DATE PAID: FEE PAID: RECEIVED RECEIPT #: DOCUMENT #: PR1496610 JUL 19 2021 CONSTRUCTION PERMIT FOR: OSTDS New 44tNltt b9 my APPLICANT: Stephanie Korvanen PROPERTY ADDRESS: 2460 Dyer Rd Port Saint Lucie, FL 34952 LOT: 8 BLOCK: 2 SUBDIVISION: St. Lucie Gardens PROPERTY ID #: 3414-501-1408-100-6 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,350 ] GALLONS / GPD Seotic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 867 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Nall in disk in PP near SW corner Or lot I ELEVATION OF PROPOSED SYSTEM SITE [ 7.00 ][INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 12.001 INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D H O T H E R REQUIRED: [3/.UU] INCHES EXCAVATION REQUIRED: t J LNL;mNb system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III Brian J Ingram St. Lucie CHD DATE ISSUED: 12/18/2020 EXPIRATION DATE: 06/17/2022 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 AP1579823 SE1553149 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. "t Lf r HEALTH PAYING ON: RECEIVED FROM: PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-2168914 BILL DOC #:56-BID-5375632 CONSTRUCTION APPLICATION #: AP1579823 Steven Marshall PSM AMOUNT PAID: $ 240.00 CREDIT-CARD 000976 PAYMENT DATE: 06/24/2021 MAIL TO: Stephanie Korvanen FACILITY NAME: PROPERTY LOCATION: 2460 Dyer Rd Port Saint Lucie, FL 34952 Lot: 8 Block: 2 Property ID: 3414-501-1408-100-6 EXPLANATION or DESCRIPTION: QUANTITY FEE 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 -1 - OSTDS Revision 1 $ 25.00 -1 - Surcharge (All) 1 $ 45.00 RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-5060729 §lAyEt�J:�Ii.OIfFs�3�►r'l�i;E�4��blCAYl41�iFd:CC�F�3uCT.I.�►�tU`rtLLJ +°�' l R�PAl6,1�9iDlQp�, Of3 AJ9ANti'iili A 6PoIL1: Permu No =" 59-31108 77 ti x ` L SOiliil}FlOEt ; a PLEASE FILL OLITr l Fp todda)iliitgn.8lD j t' iUl. ABLE ELOS N01 ititVSt * no s'Fv aired i=i Wtsere Rp arcnu 8 equttatf !De to e�dspu�i>:) P r<�»o�R (s+�auaasea� x OSt Johr2s Riber finttartert ¢9ctCtthaa�,ttt ' ouh FlOrtda nespannblafgttanpletnp� rhfslo mo hail,iarthh&h<� mnrrcyapuaurwltnthr 62 s2g C1uAd IVo, OeJGl8t3±+on P1� r ti �4Sf2nn68 Riy*r aPpr?P+raterkfcgafedoufhonYyivhrrec�pp!!m6(e' " �"-'" l , L7D=P� t7I3pleattd Atiihori t If A itcahta CUPi�U11F gcaunn hIe _ :. .(i Pp Sic��,If�ralP. Ko1 VGl1►gn d +� ��� C� < i 5 I�f°?74V V;LI{�[O t - ' [, Legat Name d Corporahon '" *Address •City State: °Z{P' �Tatephnns Ntunt..r 2.. rerR, QadjP6,f 14&3414"801 r94Q8=�00-8;_. • 'Vlte{1 Locntian Address, Rosd e!arne or Number, Cdy+ - - , 3 3414501.14@3=1 Q@=6 t[J`WFINIJ, of Alternate Key:'(GirPe One):4LoY Block `Unit DOE scxLude checR if sz-524]' yves'�y No 'Seaton oifLand G[attt "iawn�hl� °Flange �Caunt y 8ubdivislon, s ;lames Fain 7ysiin 91352 ;_ 854-,l.8�l2�9'' d�ivn>hehotC3attiri�t 'Water Weil Contractor p_ x `license iVtunber 'ri'etephano Number E matt Address ' l- x s PO ®OxA814t36. Port Fly 349138a''` s 'thdater W®N,CaNr�ctor's Ad S! IUC1G ' w dress `" � t 7 'Typaryof U6rortc, ,/ �truo)t Q' Repair tQy tt7aditication ' t Alisndonrrent Clty, State 8 'N'umbPx Of Proposed WetIs-�T i01 ` a '`" r , `itemarNorRa�slf, �Yod �, r i. ._ 9 'S77. pec (fy intended tJSe(s)j of Wtt!{s)` x i3atited Sao u 49:C andscapg tmation t p�grifiurai{trrigatlot�� ,3ite,litvestlgatlana;' t?P1S► Rc3crealion Area trFiga�bn Cie+estacitf Monntenng; 3" r "ulhtc Supp Wstar �Y3Nmited UsetDO { g Ntsrsety;irriettan Public Water Supioiy {Community arallort�o`rrutuani► /DEP t Commerc3ailtnd--last tetl Ea Y . nth-CouAGeotheimat , , Class i Ert)eciian l �U,Gott Course IMgatton piVAC 8uppiy Y "` Pfi%A'C Retut F OH in St'Lucie,Coun ass V injection Q RechargeQ GommerclaUFntlustAat Dis ; r,;xRuitrStorage and3Recolrary�] Drain Rematlat�on [] RecoveryQ airSparge Q'Othet1, tcs�ru,, N IRONiAEN�ALHEAL Qiher ,;ona�iba> ;. -" �; � �t]ffecist ao OnIYL z u 14 Estimated Screen'I teN .:From 15 Primary Casing Maternal it h , 1& Snbary Casing - Tetesa 97 Secondary Casing Material 18 "A9ethad of`Cans6udion,fRepair,�;� Combtnation,(fvro Hor{iontal.E)rigirtg_ ,.. 'G, 7777777 t �aivaniaedSlrslnless,$teei el 4alvanizeds PVC i StalnlessSteel Other w, nmertt foot` Auger, iCatite Jeltsd nt �) • 4 hiand'CJnyeit (WeJt'Poirtt; hand P"ofrit) Fly ra lo.�d'airit (Qiiect-F,uah� '� � �j���'- } t -�, ` A ,t�/,=�: .den►n u';�.:.n,j�_'- ..,.. .v,i.__ .. .S _. 't_. ... '.�a.-, .t :f'. ..a .L,".V'N�.�ri.k 9..�i ,'��.7 r;. °k St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2168914 BILL HOC #:56-BID-4993539 CONSTRUCTION APPLICATION #: AP1579823 RECEIVED FROM: Steven Marshall PSM AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 102 PAYMENT DATE: 09/22/2020 MAIL TO: Stephanie Korvanen FACILITY NAME: PROPERTY LOCATION: TBD Dyer Rd Port Saint Lucie, FL 34952 Lot: 8 Property ID: 3414-501-1408-100-6 2 Block: EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review, New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4682293 WELL NO. IS1 - 31 Ion cF E STATE OF FLORIDA PERMITNo DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:S �.h... SYSTEM RECEIPT #: "Dp"'F'� APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Stephanie Korvanen AGENT: Steven Marshall PSM TELE PHONE : 772-940-1382 MAILING ADDRESS: 2062 SE Triumph Road Port Saint Lucie, FL 34952 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: 8 BLOCK: 2 SUBDIVISION: Saint Lucie Gardens PLATTED: 2002 PROPERTY ID #: 3414-501-1408-100-6. ZONING: SF-RES I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 1.25 ACRES WATER SUPPLY: [,/] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: /j/14C FT PROPERTY ADDRESS : To be Determined. ID eye a) DIRECTIONS TO PROPERTY: EAST ON DYER ROAD FORM USL FOLLOW UNPAVED ROAD EAST TO FIRST RIGHT. SOUTH +/- 970' BUILDING INFORMATION [V1 RESIDENTIAL [ ] COMNE:RCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 Concrete Block SF Residence 4 3086 2 3 4 [ ] Floor/Equipment brains SIGNATURE: [ ] Other (Specify) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: .2 Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Stephanie Korvanen CONTRACTOR / AGENT: Steven Marshall PSM LOT: 8 BLOCK: 2 SUBDIVISION: St. Lucie Gardens ID#: 3414-501-1408-100-6 APPLICATION # AP1579823 PERMIT # 56-SF-2168914 DOCUMENT # SE1553149 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 1.25 ACRES TOTAL ESTIMATED SEWAGE FLOW: 520 GALLONS PER DAY [ RESIDENCE S-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1875.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1300.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1300.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Nall In disk In PP near SW corner Or lot ELEVATION OF PROPOSED SYSTEM SITE 7.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: - FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 75 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD -QnTT. DRCIFTT.F. TMFA1PMATTr1N CTTF. 1 :4(1TT. ARfIFTT.F. TNFARMATTr)N STTF. 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1OYR 5/2 Sand 0 To 9 10YR 5/8 CMN/PRM RF 5 To 9 1 OYR 6/3 Sand 9 To 12 1 OYR 713 Sand 12 To 30 10YR 811 Sand 30 To 35 1 OYR 4/3 Sand 35 To 39 1 OYR 2/1 Spodic Material 39 To 41 HOLE CAVING Refusal 41 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/2 Sand 0 To 3 1 OYR 5/2 Sand 3 To 11 10YR 6/2 Sand 11 To 21 1 OYR 7/3 Sand 21 To 30 1 OYR 8/2 Sand 30 To 36 1 OYR 4/3 Fine Sand 36 To 40 1 OYR 2/1 Spodic Material 40 To 45 HOLE CAVING Refusal 45 To 72 OBSERVED WATER TABLE: 29.00 INCHES [ ABOVE / EEI EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 5 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 5.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR5/8 CMN PROM RF mottling In 10YR5/2 matrix >2% starting at 5" In SB1. SB1 and SB2 7" below BM. SITE EVALUATED BY: DATE: 07/13/2021 Ingram, Xwwhich (Title: Environmental Specialist 111) (ENVIRONMENTAL HEALTH) ditio DH 4015, 08/09 (Obsoletes previous emay not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1679823 EID2168914 v 1.0.2 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: Dyer RD Parcel ID: 3414-501-1408- Account #: 41170 Sec/Town/Range: 100-6 25/36S/40E Map ID: 34/25N Zoning: RM-5 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Stephanie Korvanen ST LUCIE GARDENS 25 36 40 BLK 2 S 165 FT OF N 330 FT 1973 SW Erie ST OF E 330 FTOF LOT 8 (1.25 AC) (MAP 34/25N) Port St Lucie, FL 34953 Current Values Historical Values 3-year Just/Market: $37,800 Assessed: $25,954 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $25,954 2020 $37,800 $25,954 $0 $25,954 2019 $37,800 $23,595 $0 $23,595 2018 $26,000 $21,450 $0 $21,450 Sale History Date Book/Page Sale Code Deed Grantor Price 08-28-2020 4468 / 2687 0116 WD Mule Mary $0 08-28-2020 4468 / 2687 0116 WD Korvanen Stephanie $0 08-26-2020 4468 / 2685 0001 WD Mule Mary $60,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: :-• Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 1.25 Land Size (SF): 54,450 Total Building Count: 1 Special Features and Yard Items Qty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. 1 https://www.paslc.org/RECard/ 9/22/2020 JOB ADDRESS r -, /0 . v V t d PERMIT # 56-SF- 464 SQ MILE 426 DATE ISSUED �J �� �� 31 03 JOB CITY f SL LOT BLOCK G- SEC SUBDIV S;� I, I P L 6015fa^ Ie-4-90 BUILDER OWNER MTS & BOUNDS (Y / N) RE / COMM / MULTI # BEDROOMS _ BUILDING AREA SQ FT -37% S(► SIZE 0 'Ib S/T SERIES i (Y / � AEROBIC (Y / AGGREGATE 42 4's OUTLET FILTER f°y �A_ D/F SIZE BEd !j �"i OUND 0 N) DOSING (Y / 1@ BAFFLE Y N) INSTALLER fL"✓°L'f� � INSTALR NOTIFIED WELL DRILLER WELL PERMIT # 58- Q I 1 SYS LOG (LR LF LS RF RR RS(DCR) WELL LOG (LR LF LS RF RR RS CF CR) PUBLIC WATER � Y / N j' X ��o X / METER LOCATION VLF LS RF RRt RCS CF CR) EXCAV SIZE AV IYINSP..iof I SYSTEM INSP 12[ �Dy �- GUTTER / FILL INSP ���"��d� LEGEND 1_ I� Ol'Ot I - 0 1 P-C3 fJ 15M WSWT - LEGEND 2 BM Na"/ tk Po. , r./e efk r i PERMIT # se -SF- �(�1 d BLDG PERMIT # NOTES & COMMENTS IN OUT DBX L1 L2 L3 i N�- J. la q v" 7 V Rvm ��•�,� W� IIY--. , - 4A I N•'� w1l MR, 1 i Fl UN A-L s'op'w� , C-41 -:rl -.- FIX ��F. I 4A, (�V Rl•11�11�WIIINW- _2 11 27- IV W N 27" 19'1PN Custom Soil Resource Report 3 Soil Map 3 m � 3 N Map Sde:1:497 iPprinted on A iandsope (11" x &5") sheet 0 5 10 20 30 0 2D 40 8D � 1 Map projection: Web Mercainr CorrWmo &kites: WGS84 Edge tics: UTM Zone 17N WGS84 27" 19' ON Custom Soil Resource Report St. Lucie County, Florida 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol. ljpwd Elevation: 0 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Waveland and similar soils: 45 percent lmmokalee and similar soils. 43 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Waveland Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand Eg - 4 to 32 inches: sand Bh1 - 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cgl - 53 to 66 inches: sand Cg2 - 66 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 13 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Immokalee Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 35 inches: fine sand Bh - 35 to 54 inches: fine sand Cg - 54 to 72 inches: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class. Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Salerno Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position. (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Electra Percent of map unit. 3 percent 14 Custom Soil Resource Report Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Jonathan Percent of map unit: 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121 FL) Hydric soil rating: No 15 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Stephanie Korvanen PROPERTY ADDRESS: TBD Dyer Rd Port Saint Lucie, FL 34952 PERMIT #:56-SF-2168914 APPLICATION #: AP1579823 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1495610 LOT: 8 BLOCK: 2 SUBDIVISION: St. Lucie Gardens PROPERTY ID #: 3414 501-1408-100-6 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] ;� [OR TAX ID NUMBER] SYSTEM MUST BE ti COi`]STRUCTED IN w' RA at ORD"q"NCE { ITHv E 5 CIFICATIONS AND STANDARDS OF SECTION ?',' '4•F� fM. e�is 381.0065, F.S., AND TER,, 6`'c'11A['Cfi DEPAR $n APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCEN IOR' AT]Y'rSF�,E�I ICE ERIOD ME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS ABASIS �'OR�yr'�IS�SUAN `�WX T I IT REQUIRE THE APPLICANT TO MODIFY THE 6;�r'" i(3� igr�C i5c,;:,v.nPi.U'�•"rk PERMIT APPLICATION t(i, % SUCH ODIC I T7tiONS 'f2A1r SCUD I THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PE'R�� OES'kS NbT +�� MP.Ts� T ��AP Ii C T FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTfW' REQU RED4k'OL E ,b?tEN._ q a T OPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,350 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 867 ] SQUARE FEET Drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND I ] I CONFIGURATION: [ ] TRENCH [XI BED [ ] N F LOCATION OF BENCHMARK: site BM I ELEVATION OF PROPOSED SYSTEM SITE [ 5.00 ][FINCHES FT ][ABOVE JfBELOWJ BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 15.00][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D F 0 T H E R k(NVUJLMLJ: L-50.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. SPECIFICATIONS BY: Brian J ram TITLE: � Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II Brian J ngram DATE ISSUED: 12/18/20 O EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHD 06/17/2022 Page 1 of 3 v 1.1.4 AP1579823 SE1453400 N NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. r 3 +� M Itt�- .. •L�'� Y f �' S Sk •Yid � i�s;v �r�'�j�u uiR y,. 0 -4- O J 4- O as N _0 w •� U U O mO N i— FOUND IRON ROD & CAP "7025" 00 M �I FOUND 1/2" IRON ROD (0.17'E) O LO FOUND 1/2" IRON ROD n "v � -v N N v L. :3 U) � v L O cV O CO ui Lo co co E E oil to Q D w O 0 O 00 O O O O Z Z FOUND 5/8" IRON ROD FOUND 1/2" IRON ROD (1.44'E) 693.919 FOUND IRON ROD & CAP (ILLEGIBLE) The Remainder of the North 330 feet of the East 330 feet of Lot 8, Block 2 (VACANT) The South 165 feet of the North 330 feet of the East 330 feet of Lot 8, Block 2, Section 25, Township 36 South, Range 40 East, Plat No. 1 of St. Lucie Gardens (Plat Book 1, Page 35) NOTE: NO WELLS OR SEPTIC TANKS FOUND WITHIN 100' OF PROPOSED SEPTIC. S ci @ic7 is b,K Ply Pyi,.pp ryry 5 MDVI a I3 Z> ; 1,N0U LEGAL DESCRIPTION: !!! THE SOUTH 165 FEET OF THE NORTH 330 FEET OF THE EAST 330 FEET OF LOT 8, BLOCK 2, SECTION 25, TOWNSHIP 36 SOUTH, RANGE 40 EAST, PLAT NO. 1 OF ST. LUCIE GARDENS, RECORDED IN PLAT BOOK 1, PAGE 35, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT AREA: 57,318 Sq. Ft.; 1.32 Acres± (AS FIELD MEASURED) STREET ADDRESS: (TO BE DETERMINED) DYER ROAD, PORT ST. LUCIE, FLORIDA. SURVEYORS' NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE SUBJECT PROPERTY AS PLATTED AND IS ASSUMED TO BEAR N 00000'00" E. 2. THE EXPECTED USE OF THE SURVEY AND MAP IS FOR CONSTRUCTION PERMITTING. N 88°1 1'50" W 346.97'�, (Measured) 3. ALL DISTANCES AND BEARINGS ARE AS FIELD MEASURED AND ARE FOUND 1/2" �° COINCIDENT WITH "PLAT" AND DESCRIPTION DATA UNLESS OTHERWISE NOTED. IRON ROD X �O PROPOSED 4. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED �-� /WELL I SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. -._..-....... -- - --— .UO 00 -10 00 '25.86' ------------........ ---------------------- -- _---------------- -------------- I .00 6 tf I PROPOSED C ONE—STORY U) RESIDENCE V) cV X I FINISHED FLOOR d ELEVATION 17.60 X 1 I 4.50' o�Q ~ a- -PROPOSED LLJ CLJ W I .50' COVERED ENTRY c� Do m z --- > w a o W D7 I 46.92' o 0 h7 C) I I i 4250, . WU) j PROPOSED ERQ Q2 o 8 , --------------- -- - --------------------------------------- 73H b X WOOD UTILITY S 88016'04" E 346.42' (Measured) POLE BENCHMARK The South Remainder of Lot EL=15.99 8, Block 2 SET NAIL/TIN TAB (VACANT) REVISION: ADD WATER SERVICE LINE FROM PROPOSED WELL. (09-17-20) REVISION: REVISED FLOOR PLAN. (09-22-20) REVISION: ADD PROPOSED COVERED PATIO AND COVERED ENTRY (11--22-20) REVISION: REVISE SITE PLAN PER DEP ORDER (05-15-21) 0., 7110' --------------------- 6.5' q, X PROPOSED COVERED PA110 72' n�I v N . 00 - T_ U 0 Ui O W T _ m = w X' U O w t w 1 J LO 0 I---------1 O ._ � ... _ ................ _..__ . I O .�_ ��._...�� Z L— -----J X PROPOSED SEPTIC TANK & DRAIN FIELD SIZE TO BE DETERMINED BY HEALTH FOUND 1/2" DEPARTMENT IRON ROD 0 h X CERTIFICATION: I HEREBY CERTIFY THAT THE SURVEY PRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION AND IT COMPLIES WITH THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS IN CHAPTER 5J-17.050 — 17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SEC70N 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABOVE, G;RCUN_D ,E1NCROACHMENTS UNLESS SHOWN OR NOTED. Y J STEVEN ^� LL LS6376 5. THIS SURVEY IS BASED UPON A DESCRIPTION FURNISHED BY THE CLIENT, THERE HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE. 6. NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND IMPROVEMENTS. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT. OF THE SIGNING PARTY OR PARTIES. 8. PROPERTY HEREON LOCATED IN FLOOD ZONE "X" PER F.I.R.M. 121 1 1 CO283J, DATED 02-1 6-12. 9. THE TRAVERSE CLOSURE FOR THE SUBJECT PROPERTY EXCEEDS 1:10,000' 10. PARCEL IDENTIFICATION NUMBER: 3414-501—1408-100-6. 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET AND DECIMALS. 12. ORIGINAL BENCHMARK IS A SAINT LUCIE COUNTY VERTICAL CONTROL MONUMENT "RAY". POINT IS A DISK IN CONCRETE. ELEVATION IN METERS = 4.6891 (NAVD88). CERTIFIED T0: Stephanie Korvanen 7. „ L E UV1­ IF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS i1X*5F-2�frS57� & We; 4S5-Y//0 Date: f 2� Revie er: Date of Last Field Work: 05-16-21 BOUNDARY SURVEY lu�" n a==�- a Prepared on the order of: PEDRO CARVALHO Surveying & Mapping 321 Holly Ave Port St. Lucie, Florida 34952 tel: (772) 940-1382 email: marshaII0153®hot. ,,-n rim Field: SM/LM Job No.: 20:0905 Drawn: LDM Date: 9-14-20 Scale: 1 "=20' Sheet: 1 of 1 m GARAGE +9'-4" CLG. 9 "CAST-CRETE" PRECAST LINTEL SCHEDULE KEY LINTEL SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED COMPOSITE REAM LENGTH LOAD LOAD LOAD UPLIFT LOAD L-1 7'-6" 2459 700 1364 200 8RF14-SB/ST FL 21 10'-6" 1247 800 916 200 SF16-1B/1T L-3 7'-6" 2661 800 1624 200 8F16-1B/1T FL 4'-0" 6113 200 3060 200 8F16-1B/1T FL 7'-6" 2459 1300 1364 400 BRF14-113/1T FL 7'-6" 2459 1400 1364 400 8RF14-1B/1T L-8 5'-10" 4360 1300 2080 300 8F16-113/17 L-9 7'-6" 3776 3000 1765 1100 8RF18-1B/1T L-10 4'-6" 6113 200 2707 200 8F16-19/1T L-11 W-8" 6113 200 2707 200 8F16-1B/1T L-12 4'-4" 5206 200 2362 200 8RF14-1B/lT L-13 4'-4" 5206 700 2362 300 BRF14-18/17 L-14 17-4" 950 200 405 200 8F16-1B/1T L-15 4'-6" 6113 1200 2707 400 BF16-0/17 L-16 10'-6" 1247 Boo 916 200 8F16-1B/IT FL- 17 4'-4" 5206 900 2362 300 8RF14-1B/1T L-18 4'-0" 6113 200 3060 200 8F16-1B/1T L-19 4'-0" 6113 200 3060 200 8F16-1B/1T L-20 4'-4" 5206 200 2362 200 8RF14-1B/ST MINIMUM BEAM DEPTHS SHOWN, DEPTH MAY INCREASE WITHOUT AFFECTING STRUCTURAL INTEGRITY wl LAUNDRY +6'4" CLG. 6'-3" 1T- 8"X16" CONCRITE BEAM W/ (2)-#6 TO & BOTTOM W/ #3 TIES SPA. @ 6" O.C. MASTER BEDROOM +9'-4" CLG. m 0 o BEDROOM 3 0 -+ +9'-4" CLG. j W9 L-15 I I I i 21 L-2 L-23 PATIO N +9'-4" STUCCO CLG. v O L-1 LIVING ROOM VAULTED CEILING IN LIVING AREAS CLG 4'- 0 W7 16-7" e 8"X16" CONCRETE BEAM W/ (2)-#6 TO B BOTTOM W/ #3 TIES SPA. 0 6" O.C. BEDROOM 1 +9'-4" CLG. J BATH 1 +9'-4" CL 0 ® / DEN +9'-4" Cl-G. W6 g" „ 15i_ Z., 1'_4" 10' 72° Br 5" 33'-10" 9' 7" 25' Tr FLOOR PLAN 3/16"=1'-0" SCALE "CAST-CRETE" PRECAST LINTEL SCHEDULE KEY LINTEL SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED COMPOSITE BEAM LENGTH LOAD LOAD LOAD UPLIFT LOAD L-21 13'-4" 1075 200 607 200 8F16-1B/1T L-22 IV-4" 1366 200 800 200 8F16-1B/1T L-23 0" r1002 1 1000 717 700 8F16-1B/2T DOOR SCHEDULE MARK STYLE DOOR NOTES WD HGT ❑I FRENCH DOOR 71'x 95' Exterior Outswing Impact 2� FRENCH DOOR 71'x 95' Exterior Outswing Impact �3 FRENCH M 71'x 95' Exterior OutswIng Impact ® FRENCH )DOR 71'x 95• Exterior Outswing Impact 5❑ SINGLE EXTERIOR 32'x 80' Exterior Outswing Impact © SINGLE EXTERIOR 32'x 80' Exterior Outswing Impact SINGLE EXTERIOR 32'x 80' Exterior Dutswing Impact ® SINGLE SOLID CORE Sex 90' Self Closing W/ Weatherstrip 4 Threshold ® SINGLE SOLID CORE 36'x 80' Exterior Outswing Impact Q SINGLE INTERIOR 32'x 80' 4 Panel Inswing SINGLE INTERIOR 32'x 80' 4 Panel Outswing SINGLE INTERIOR 32'x 80' 4 Panel Inswing ® SINGLE INTERIOR 32'x 80' 4 Panel Inswing Q SINGLE INTERIOR 32'x 80' 4 Panel Inswing ® SINGLE INTERIOR 32'x 80' 4 Panel Inswing Q SINGLE INTERIOR 32'x 80' 4 Panel Inswing © SINGLE INTERIOR 32'x 80' 4 Panel Inswing © not used ® BI-FOLD 30'x 80' 4 Panel O BI-FOLD 30'x 80' 4 Panel ® BI-PASS 60'x 80' 4 Panel 21 BI-PASS 60'x 80• T4 Panel ® BI-PASS 60'x 80' 4 Panel ® SINGLE INTERIOR 32'x 80' 4 Panel Inswing L•1 AREA SCHEDULE LIVING AREA 3130 SQ. FT. GARAGE 576 SQ. FT. PATIO 398 SQ. FT. ENTRY 447 SQ. FT. MOVIE RM. 1268 SQ. FT. TOTAL 5819 SQ. FT. WIND❑W SCHEDULE MARK WINDOW SIZE TYPE REMARKS V1 38'x73' Singlehung Impact W2 38'x73' Singlehung Impact W3 54'x3g' Horizontal Roller Impact V4 73'x3B' Horizontal Roller Impact V5 3O'x38' Singlehung Impact W6 73°x3B' Horizontal Roller Impact W7 l06'x50' Horizontal Roller Impact VB IOV x5D' Horizontal Roller Impact W9 73 x38' Horizontal Roller Impact WIO 3F x55' Singlehung Impact 11111 3Y45' Singlehung Impact All windows to have gray frames 6 clear, Low E glass CLIMATE AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING - NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY . . j CUBIC VOLUME OF THE CONDITIONED SPACE — ----- (CUBIC FEET) �HALLC OY i MOVIE RGGM +g y" CLG, W11 +g �?CEAR IBATHitook W-4-CLo. �-- FORDI3POSIT ONLY ST LUCIE COUNTY BOARD SOV EJII.OUNTYCODE 14550NFRS 3tltitltlSA���1�3 Scope of Work Single level CBS single family residence Buildina Code 2017 Florida Building Code: Residential 2014 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure CoefFcent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. FLAME 8; SMOKE SPREAD INDEX 1. WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. 2. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD NOT GREATER THAN 201 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5 5-2/6`a9 & Well # 3l10 Date: Zj Revieoir. IIII S U DESIGN & FOREN 725 SE PORT SAIN`�, `l'.ii BLVD SUITE 203 PORT S AINT LUCIE FL 34984 (772)285-0572 BRIAN J. h4ASKOL FLPE#66080 } 4 N o ; e gip'• A z d a u a U z � i W Q a a a w l7 4 N z o 5 a r� W � H O W � F+I DATE — DESIGNED — - GAIW DRAWN'.-"--t GMW 10-i3-20 — CHECKED J JOB NO. 2020-328 A=1