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HomeMy WebLinkAboutSewageTatD33 �-PERMIT # : 56-SF-20855 i\ APPLICATION # : AP 1505989 STATE OF FLORIDA DEPARTMENT' OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1355233 .file Co xT CONSTRUCTION PERMIT FOR: OSTDS New �J APPLICANT: Artemio & Ana Rosa Reyes. Resendiz PROPERTY ADDRESS: 4413 Pressler Ln Fort Pierce, FL 34982 LOT: 1 & 2 BLOCK: 1 SUBDIVISION: Cardinal Glades PROPERTY ID #: 2434-802-0001-000-8 [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 SeDtic 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 @[ ]DOSESPER 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]l'-TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Site BM SMD, E side of Pressler, center of prc I ELEVATION OF PROPOSED SYSTEM SITE [ 15.001[ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 16.00][ INCHES FT ][ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D E O T H E R REQUIRED: [ 19.001 INCHES EXCAVATION REQUIRED: [ 4a.UU J 1NcnNa system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 9pd• SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist II APPROVED BY: ,�� TITLE: Environmental Specialist I St. Lucie CHD Hunter A Collier DATE ISSUED: 06/26/2020 EXPIRATION DATE: 12/26/2021 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 AP1505989 SE1314192 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. STATE OF FLORIDA APPLICATION # AP1505989 DEPARTMENT OF HEALTH PERMIT # 56-SF-2085570 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1314192 SITE EVALUATION AND SYSTEM SPECIFICATION i APPLICANT: Artemio & Ana Rosa Reyes Resendiz CONTRACTOR / AGENT: Karner Surveying, Inc LOT: 1 & 2 BLOCK: 1 SUBDIVISION: Cardinal Glades, ID#: 2434-802-0001-000-8 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: 0.75 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1125.00 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: Site BM SMD, E side of Pressler, center of property ELEVATION OF PROPOSED SYSTEM SITE 15.00 [ 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 [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 98 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 26 FT POTABLE WATER LINES: 77, 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 RnTT. PRn7TT.F TNFORMATTON SITE 1 SOIL PROFILE INFORMATION SITE 2 _ USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 31 10YR 6/1 Sand 23 To 31 10YR 2/1 Spodic Material 31 To 36 10YR 4/3 Sandy Clay Loam 36 To 41 10YR 6/4 Sandy Clay Loam 41 To 49 10YR 6/3 Loamy Sand 49 To 61 REFUSAL Refusal 61 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 30 10YR 6/1 Sand 23 To 33 10YR 2/1 Spodic Material 33 To 37 10YR 4/3 Sandy Clay Loam 37 To 45 10YR 6/4 Sandy Clay Loam 45 To 49 10YR 6/3 Loamy Sand 49 To 56 REFUSAL Refusal 56 To 72 OBSERVED WATER TABLE: 31.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [r PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 23 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 23.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 49 INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER ,(SPECIFY) r REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR 6/1 stripping in 10YR 511 matrix > 10% with diffuse boundaries starting at 23" in SB1. SB1 15" above BM. SB2 15" above BM. SITE EVALUATED BY: - Ingram, Brian (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (obsoletes previous editions which may not be used) incorporated: 64E-6.001, FAC AR1505989 EID2085570 DATE: 06/19/2020 Page 3 of 4 v 1.0.2 STATE OF FLORIDA PERMIT No -NSF-A0%5S7© DEPARTMENT OF HEALTH DATE PAID: ;01..5Q ' A. ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: we APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [� ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Artemio Resendiz & Ana Rosa, Reyes AGENT: KARNER SURVEYING INC TELEPHONE( .772) 288 7206 MAILING ADDRESS: 2740 SW MARTIN DOWNS BLVD #333, PALM CITY, FL. 34990 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: 1 and 2 BLOCK: 1 SUBDIVISION: Cardinal Glades PLATTED: 09/10/1957 PROPERTY ID #: 2434-802-0001-000-8 ZONING: RS> 4 I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0.8 ACRES WATER SUPPLY: [-\1] PRIVATE PUBLIC []<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 4413 Pressler Lane DIRECTIONS TO PROPERTY: SEE ATTACHED BUILDING INFORMATION RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment 1 RESIDENCE 2 3 4 No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 4 2406 [ ] Floor/Equipment DrainAl [ ]tether (Specify) SIGNATURE: DH 4015, 10/97 (Previous tdi�ions May Be Used) ONLINE VERSION APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. DATE: 05/07/2020 Page 1 of 4