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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 Journey Home) PROPERTY ADDRESS: 7507 Miramar Ave Fort Pierce, FL 34951 LOT: 26 BLOCK: 5 SUBDIVISION: Lakewood Park PROPERTY ID #: 1301-601-0072-000-7 PERMIT #:56-SF-1948867 APPLICATION #: AP1413837 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1241698 [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 [ 1,050 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND I CONFIGURATION: [X] TRENCH [ ] BED [] Ii F LOCATION OF BENCHMARK: Site BM#2, SN&D, S side of Miramar, W property line extended N I ELEVATION OF PROPOSED SYSTEM SITE [ 10.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 6.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D O T H E ' R REQUIRED: L ".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 Ingram ' APPROVED BY: Brian J Ingr DATE ISSUED: 06/24/2019 TITLE: Environmental Specialist II Environmental Specialist II St. Luc' r CHD � EXPIRATION DATE: Nb/24/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.9 AP1413837 SE1191032 l,c:_DPool 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. HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 #: 56-SF-1948867 BILL DOC #:56-BID-4185809 CONSTRUCTION APPLICATION #: AP1413837 Wade Jurney Homes, LLC AMOUNT PAID: $ 515.00 CHECK 31769 PAYMENT DATE: 05/13/2019 MAIL TO: (Wade Journey Home) FACILITY NAME: PROPERTY LOCATION: 7507 Miramar Ave Fort Pierce, FL 34951 Lot: 26 Block: 5 Property ID: 1301-601-0072-000-7 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 _ $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3939738 Note: We1159-29543 $630 STATE OF FLORIDA DEPARTMENT OF HEALTH P- ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: 54 -ag5Wj /. PERMIT NO. Aor % Cl��(07 DATE PAID: FEE PAID: (o) o RECEIPT #: CX 3 I7 L-,-j [ ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: AGEN y " \_ ( TELEPHONE :'J, MAILING ADDRESS: .--._ciii . •r �. _] .r-f _ ..�. _ ..� ! �f'\ ,_ ,.. c� /i �_ _ 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: BLOCK: SUBDIVISION: � �.LSL�C��V�LATTED: PROPERTY ID # : _ �v �)' •( CI%�- (�(�" ZONING: I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: ACRES WATER SUPPLY: [!1] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381 .0065, FS? [ Y / N ] .[� �DDIISTANCE TO [.S_EWER: C FT PROPERTY ADDRESS: ��O �L`�C \<e t �l C `��'` \1 �`��C `C� 1 C ` C) 4 I S 1 DIRECTIONS TO PROPERTY: c —C- BUILDING INFORMATION Unit Type of No Establishment ["jQ RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 CJ _ a 2 3 4 [ ] Floor/Equipment Drain [ ] Other (Specify) E DH 4015, 08/09 (Obsoletes previous ediki3ns which may not be used) Incorporated 64E-6.001, FAC DATE: Page 1 of 4 tmR67 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Wade Journey Home CONTRACTOR / AGENT: Wade Jufney Homes, LLC LOT: 26 BLOCK: 5 SUBDIVISION: Lakewood Park ID#: 1301-601-0072-000-7 APPLICATION # AP1413837 PERMIT # 56-SF-1948867 DOCUMENT # RF11A1DH2 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 ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 404.99 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM#2, ELEVATION OF PROPOSED SYSTEM SITE 10.00 [ S side of Miramar. W vroperty line extended N / FT ] [ ABOVE /I BELOW I] 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: FT 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 [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 ROTT. PROFTT.R TNFnRMATTAN ATTR 9 USDA SOIL SERIES:Pineda sand Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 15 10YR 6/1 Sand 15 To 33 10YR 7/1 Sand 20 To 33 10YR 6/2 Sand 33 To 37 10YR 6/3 Loamy Sand 37 To 51 10Y 6/1 Sandy Loam 51 To 60 10Y 6/1 Loamy Sand 60 To 72 USDA SOIL SERIES:Pineda sand Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 18 10YR 6/2 Sand 18 To 32 10YR 7/2 Sand 21 To 34 10YR 6/3 Loamy Sand 34 To 39 10Y 6/1 Sandy Clay Loam 39 To 57 10Y 6/1 Loamy Sand 57 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / EEI EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 20 INCHES [ ABOVE / HELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 20.00 INCHES - SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [X ] TRENCH [ -F REMARKS/ADDITIONAL CRITERIA Sand/0.80 DEPTH OF EXCAVATION: ] BED [ ] OTHER (SPECIFY) IT determined using USDA WSS and soil borings. tripped matrix-10YR7I1 stripping in 10YR6/1 matrix >10% with diffuse boundaries starting 20" in S61. 10" below BM. SB2 12" below BM ---7 SITE EVALUATED BY: &/ DATE Ingram, Brian (Title: Env o mental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which ma not be used) Incorporated: 64E-6.001, FAC AP1413837 E1151948867 INCHES 06/17/2019 Page 3 of 4 v 1.0.2