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Home My WebLink Aboutseptic permitSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Zane & Christy Lowery PROPERTY ADDRESS: 4901 Grovers Rd Fort Pierce, FL 34951 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 131-132-0003-000-1 PERMIT #:56-SF-02903 APPLICATION #: AP1505963 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1376293 osms #:01-0027-R [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 Sentic 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: [XI TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange painted 20d nail in south side of tree N of system I ELEVATION OF PROPOSED SYSTEM SITE [ 28.00][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 28.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E O T H E R ELL REQUIRED: [1b.UU] INCHES EXCAVATION REQUIRED: [ 4b.UU] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J IngP�9 TITLE: Environmental Specialist II APPROVED BY: IC/ /w1 TITLE: Environmental Specialist II St. Lucie CHD Brian J In am DATE ISSUED: 07/06/2020 EXPIRATION DATE: 01/06/2022 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 AP1505963 SE1313001 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 Fof 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #.56-SF-02903 BILL DOC #:56-BID-4703516 CONSTRUCTION APPLICATION #: AP1505963 RECEIVED FROM: Zane & Christy Lowery AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 390043 PAYMENT DATE: 05/22/2020 MAIL TO: Zane & Christy Lowery 4901 Grovers Rd Fort Pierce, FL 34951 FACILITY NAME: Priest PROPERTY LOCATION: 4901 Grovers Rd Fort Pierce, FL 34951 Lot: Block: Property ID: 131-132-0003-000-1 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-4415180 STATE OF FLORIDA PERMIT NO. -SF -� agiJ3 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: IWSQS~ Cc, SYSTEM RECEIPT#: WS APPLICATION FOR CONSTRUCTION PERMIT _ AU Aq $k q00 3 APPLICATION FOR: [>C] New System [ ] Existing System ( ] Holding Tank [ ] Innovative [ ] Repair [x ]nn ppAbandonment [ ] Temporary [ ] APPLICANT: AGENT: TELEPHONE:77d-5ICt -5�002 MAILING ADDRESS: '4oid �Qi-rLo- StAc,s 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: PLATTED: I q $1 PROPERTY ID #: �'3 i 3 - 132-. -o(�b�-05GGi7"I ZONING: QS- 4 I/M OR EQUIVALENT: [ Y /0] PROPERTY SIZE: 3. oto ACRES WATER SUPPLY: [x] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /0 DISTANCE TO SEWER: FT PROPERTY ADDRESS: C- G O 0 ('rT�o V e r �S �� • ��r �- ;,� e,� c D '�-t� 51 DIRECTIONS TO PROPERTY:` 75�✓,jhy��1 J� ��PS f" -I-o ,�rr,�f�w (nJar l }n 4!q6 I �� BUILDING INFORMATION [/ < RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 / � Si,&Z 14- 2 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: o DATE: l b DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Zane & Christy Lowery CONTRACTOR / AGENT: LOT BLOCK: SUBDIVISION: ID#:131-132-0003-000-1 APPLICATION # AP1505963 PERMIT # 56-SF-02903 DOCUMENT # SF1313(l01 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: [ ]YES [X]NO NET USABLE AREA AVAILABLE: 3.06 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLE) / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 4590.01 GALLONS 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: Orange painted 20d nail In south Side Of tree N Of ELEVATION OF PROPOSED SYSTEM SITE 28.00 [ INCHES / FT ] [ ABOVE / BELOW m BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 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 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 7 10YR 5/2 Sand 7 To 32 1 OYR 6/1 Sand 24 To 32 1 OYR 2/1 Spodic Material 32 To 37 7.5YR 3/3 Spodic Material 37 To 45 10YR 4/3 Sand 45 To 50 1 OYR 6/3 Sand 50 To 61 1 OYR 6/2 Sand 61 To 72 SOIL PROFILE INFORMATION SITE 2 T-A -Tr. C4 T4Q. Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 9 1 OYR 5/1 Sand 9 To 32 1 OYR 6/1 Sand 25 To 35 1 OYR 2/1 Spodic Material 35 To 40 7.5YR 3/2 Spodic Material 40 To 46 1 OYR 4/2 Sand 46 To 50 10YR 6/2 Loamy Sand 50 To 60 10YR 6/2 Sandy Clay Loam 60 To 72 OBSERVED WATER TABLE: 50.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 25.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 46 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR5/2 matrix >10% with diffuse boundaries starting at 24" in SB1. S61 28" below BM. S62 27" beIW BM. SITE EVALUATED BY: DATE: 06/05/2020 Ingram, Brian tle: Environmental Specialist III (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions ich may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1505963 EID344705 v 1.0.2