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Home My WebLink AboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Wade Jumey Homes, LLC PERMIT #:56-SF-1948840 APPLICATION. #: AP1413818 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1239354 PROPERTY ADDRESS: 7002 Penny Ln Fort Pierce, FL 34951 LOT: 10 BLOCK: 109 SUBDIVISION: Lakewood Park PROPERTY ID #: 1301-811-0188-00D-4 [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, E.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 [ 1,050 ] GALLONS / GPD Septic new CAPACITY A L ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 0[ ]DOSES PER 24 HRS #Pumps [ D [ 500 ] SQUARE FEET R L ] SQUARE FEET A TYPE SYSTEM: [ ] I CONFIGURATION: [x] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM n; N/A rev SYSTEM .. " STANDARD -'Jt [x]2tILL.ED [ ] MOUND [ ] TRENCH [ ] BED [ ] Site BM#2. NiD in Rd. w PrODerty line extended S ;r I ELEVATION OF PROPOSED SYSTEM SITE [ 25.00 1 [1 INCHES ET I [I ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE L 19.00][ INCHES FT I EFAB;Va BELOW] BENCHMARK/REFERENCE POINT L la 0 T H E R %jul : R IL.UUJ iNUtl S EXCAVATIUN J UUIMD: L JV.VV J 1L\:aG.l 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 Ingr 'TITLE: Environmental Specialist II APPROVED BY: LE: Environmental Specialist II St. Lucie CHID Brian J Iagr DATE ISSUED: 06106/2019 EXPIRATION DATE: 12106/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6. 003, PAC v 1.1.4 A 1413818 S016E COPYPage 1 0£ 3 CwPboS NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. St. Lucie County Health Department O 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: u:56-SF-1948840 BILL DOC #,56-BID-4185714 CONSTRUCTION APPLICATION 4:AP1413818 RECEIVED FROM: Wade Jumey Homes, LLC AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 31771 PAYMENT DATE: 05/13/2019 MAIL TO: (Wade Jurney Homes, LLC) FACILITY NAME: PROPERTY LOCATION: 7002 Penny Ln Fort Pierce, FL 34951 Lot: 10 Block: 109 Property ID: 1301-811-0188-000-4 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge :- ' _�•' - 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 A RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3939630 Note: Well 59-29545 $630 �< STATE OF FLORIDA lDEPARTMENT OF HEALTH n? ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [ ] Existing System [ ] Repair [ ] Abandonment APPLICANT: MAILING ADDRESS: �� }L( WW 6q'pq PERMIT NO. $f ..Jg(t SSW DATE PAID: —J— .FEE PAID: RECEIPT #: #: 031-771 [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MOST' 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 (J LOT: —a-�-- BLOCK: (� SUBDIVISION:, r �CSi �P .L �iO K4AS T, ED: PROPERTY ID #: �'JU [ -� I I i1 SS �'S-C'DO-' `^! ZONING: I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: I L-i' ACRES WATER SUPPLY: [ PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] PROPERTY ADDRESS: DIRECTIONS TO PROP BUILDING INFORMATION Unit Type of No Establishment DISTANCE TO SEWER: -FT RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC 2 1403gs Pam' �wr µ 3 n [ ] Floor/EquJpment Drains`[ ] Other (Specify) DH 4015, 08/09 (Obsoletes previous edisi ns which may not be used) Incorporated 64E-6.001, FAC DATE: a Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Wade Jumey Homes, LLC CONTRACTOR / AGENT: Wade Jumey Homes, LLC LOT: 10 BLOCK: 109 SUBDIVISION: Lakewood Park IDO: 1301-811-0188-000-4 APPLICATION # AP1413818 PERMIT H 56SF-1948840 DOCUMENT 0 AF117R7nR 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: 0.27 ACRES TOTAL EST324ATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 404.99 GALLCNS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site 9M#2, NiD in Rd, w Property line extended S ELEVATION OF PROPOSED SYSTEM SITE 25.00 [FINCHES] / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: PT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES IX]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL_SERIES:Pepper sand -- Munsel4V/Cblor Texture ^ ' Depth I OYR 4/1'' Fine Sand 0 To 14 10YR 611 Sand 14 To 37 1 OYR 6/1 Sand 30 To 37 10YR 2/1 Spodic Material 37 To 42 7.5YR 3/3 Spodic Material 42 To 49 10YR 411 Fine Sand 49 To 62 1 OYR 5/2 Fine Sand 62 To 72 USDA SOIL SERIES:Pepper sand Munsell #/Coldr Texture Depth 10YR 4/2 Fine"Sand 0 To 16 10YR 5/1 Fine Sand 16 To 36 10YR 611 Sand 32 To 39 10YR 2/1 Spodic Material 39 To 45 7.5YR 3/2 Spodic Material 45 To 50 10YR 3/4 Sand 50 To 58 10YR 513 Sand 58 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / BEZ; ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 30 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES IX]NO MOTTLING: [X]YES [ ]NO DEPTH: 30.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: 50 INCHES DRAINFIELD CONFIGURATION: I ] TRENCH [ ] BED [ ] OTHER (SPECIFY) _ REMARKS/ADDITIONAL-CRITERIA WSWT determined using USDA WSS and soil borings. 10YR611 stripping In 10YR511 matrix >10% with diffuse boundaries starting at 30" in SBI. SB1 25" above SM. SB2 26" above SM. n SITE EVALUATED BY: Ingram, Brian (f Environmental Speciallstll) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletas previoun editions a may not be used) Incorporated: 64E-6.001, FAC DATE: 05/20/2019 Page 3 of 4 AP1413818 EID1948840 v 1.0.2