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HomeMy WebLinkAboutSewageCONSTRUCTION PERMIT FOR: OSTDS Existing New APPLICANT: Dee Brown PROPERTY ADDRESS: 540 Sunrise Dr Fort Pierce, FL 34945 LOT: 58/59 BLOCK: C SUBDIVISION: Tropical Acres PROPERTY ID #: 2308-601-0225-000-9 [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 [ 900 ] GALLONS / GPD Sentic existino 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 R [ ] SQUARE FEET A TYPE SYSTEM: [ I I CONFIGURATION: [ ] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM N/A SYSTEM STANDARD [X] FILLED [ ] MOUND TRENCH [X] BED [ ] I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D F O T H E R nail in PP, S of 14.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT 4.00 ]I INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT ILL REQUIRED• [28 001 INCHES EXCAVATION REQUIRED: L 1 Lvtnzza The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. SPECIFICATIONS BY: Brian J gram TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Briano Ingram DATE ISSUED: 04/07/2021 EXPIRATION DATE: 10/07/2022 DH 4016, 08/09 (Obsoletes all previous editions Which may not be used) Page 1 of 3 Incorporated: 64E-6.003,•FAC v 1.1.4 AP1636841 SE1488222 April 07, 2021 (Benjamin Drew"s Plumbing & Drain. Services) 4117 Bandy Boulevard Fort Pierce, FL 34981 RE: Contingency Letter Application Document No: AP1636841 Centrax Permit Number: 56-SF-2249666 OSTDS Number: 540 Sunrise Dr Fort Pierce, FL 34945 Lot:58/59 Block: C Subdivision: Tropical Acres Dear Applicant: This will acknowledge receipt of an application dated 03/10/2021 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your septic tank is adequate but the drainfield does not have the required separation from the wet season water table. To have your system approved for the proposed use, a modification permit is required to bring your drainfield into full compliance with new system drainfield standards. If you have any questions on this matter, please call our office at (772) 873-4905. Sincerely, Brian Ingram, Envi onmental Specialist III Enclosures cc: Florida Department of Health www.FloridaHealth.gov in ST. LUCIE COUNTY TWITTER:HealthyFLA 5150 NW Milner Dr, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmentofHealth PHONE: (772) 873-4931 FAX: (772) 873-4893 1 YOUTUBE: fidoh PAYMENT FORM: CREDIT CARD 001026 PAYMENT DATE: 03/10/2021 MAIL TO: Dee Brown FACILITY NAME: PROPERTY LOCATION: 540 Sunrise Dr Fort Pierce, FL 34945 Lot: 58/59 C Block: Property ID: 2308-601-0225-000-9 EXPLANATION or DESCRIPTION: 126 - OSTDS Construction Permit (New or Mod, Amendment) 123 - OSTDS Construction Site Evaluation 131 - OSTDS Construction Application & Existing System E 139 - OSTDS Application Approval Existing, No Insp 127 - OSTDS Construction System Inspection -1 - Surcharge (All) 130 - OSTDS Construction System Inspection Training Cent QUANTITY FEE 1 $ 55.00 1 $ 115.00 1 $ 50.00 1 $ 35.00 1 $ 75.00 1 $ 45.00 1 $ 5.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID4901930 •— rar.ciaivsai.iva� ava� vvrw r�rwv—+. ��.—����-- APPLICATION FOR: '[ ] New System [�] Repair [."'Ki] Existing System [ ] Abandonment [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] APPLICANT: QiQA� s Cttjj1 e� AGENT : 'Gr: Wo W n • TELEPHONE: MAILING ADDRESS: �"t 31� INC &Xj Mlib TA � � �' • r 6�, 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: 5$'$� BLOCK: SUBDIVISION: rap, cM• kr'►S PLATTED: PROPERTY ID #: 0k%06-G0) -d A'6-0p0- 1 ZONING: R I/M OR EQUIVALENT: [ Y /'N ] PROPERTY SIZE: �•ACRES WATER SUPPLY: [j{] PRIVATE PUBLIC []<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5 Ld O �LSti 2�-`q LIT DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ x] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 1-)L 1, a0c) 6 PD 2 3 4 ( ] Floor/Equipment Drains [ ] Other (Specify) /� p SIGNATURE: DATE: J O ZOZ DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 CONTRACTOR / AGENT: Benjamin Drew"S Plumbing & Drain Services LOT:- 58/59 ' ° BLOCK: C SUBDIVISION: Tropical Acres ID#: 2308-601-0225-000-9 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: 1.37 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 2054.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: orange painted nail in PP, S of system ELEVATION OF PROPOSED SYSTEM SITE 14.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: NIA FT LIMITED USE: N/A FT PRIVATE: 100+ FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 23 FT PROPERTY LINES: 13 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]N(� 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD e.ATTT1TfnLTTTTJ T1TL/1Tf/JSTTAl.7 eTRK.: ROIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Mun_ sell #lColor Texture Depth I OYR 413 Sand 0 To 8 1 OYR 514 Sand 8 To 14 1'OYR 5/2 Sand 14 To 39 1 OYR 5/8 CMN/PRM RF 14 To 24 1OYR 4/2 Sandy Clay Loam 39 To 60 HOLE CAVING Refusal 60 To 72 USDA SOIL SERIES: Munseil #/Color Texture Depth 1OYR 5/3 Sand 0 To 24 7.5YR 5/6 CMN/PRM RF 21 To 24 1 OYR 4/2 Sand 24 To 37 1 OYR 4/3 Sandy Loam 37 To 40 1 OYR 6/4 Sandy Loam 40 To 52 10YR 5/2 Sandy Loam 52 To 64 10YR 3/2 Sandy Clay Loam 64. To 65 HOLE CAVING Refusal 65 To 65 OBSERVED WATER TABLE: 52.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED r- REMARKS/ADDITIONAL CRITERIA [ PERCHED / APPARENT ] EXISTING GRADE DEPTH: 14.00 INCHES Sand/0.60 DEPTH OF EXCAVATION: INCHES ( ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR518 CMN PROM RF mottling In 10YR5/2 matrix >2% starting at 14" in SB1. SB1 14 below. SB210" below BM. �l SITE EVALUATED BY: Ingrali0rian (Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous edi(Viions which may not be used) Incorporated: 64E-6.001, FAC AP1636841 EID2249666 DATE: 03/12/2021 Page 3 of 4 v 1.0.2 APPLICANT: CONTRACTOR / AGENT: 9`Yr- rN �C VV- Nh Ofl, c Q� q wn1 (� LOT: s� BLOCK: L SUBDIV: �rop`i c -A A ure,S . ID#: TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR -OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION �] [ Ct pp ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: 0010BAFFLED: [Y '/ [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON 3/ /et( BY C f �, ,HAVE THE VOLUMES SPECIFIED AS DETERMINED BY [ DIMENSIONS / D , FREE OF OB RVABLE DEFECTS OR A [ SOLIDS EFLVCTION DEVICE / OUTLET FILTER DEVI , NS LED SIGNATURE O I ED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION [ 300 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ j DIMENSIONS: X TYPE OF SYSTEM: [] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [ BED [ ] DESIGN: [ ] HEADER [] D-BOX GRAVITY SYSTEM ] DOSED SYSTEM ELEVATION OF BOTTOM OF, DRAINFIELD N RELATION TO EXISTING GRADE �� INCHES [ ABOVE BELOW] SYSTEM FAILURE AND REPAIR INFORMATION (1/1t14 ] SYSTEM INSTALLATION DATE TYPE OF WASTE ( ] DOMESTIC [ ] COMMERCIAL [ 1 ] GPD ESTIMATED SEWAGE FLOW BASED ON L[o METERED WATER [>r TABLE 1, 64E-6, FAC SITE [ ] DRAINAGE STRUCTURES [ ] POOL CONDITIONS: [ ] SLOPING PROPERTY [ 3 NATURE OF ( ] HYDRAULIC OVERLOAD FAILURE: [ ] DRAINAGE / RUN OFF [ ] PATIO / DECK [. ] PARKING [ ] SOILS [ j MAINTENANCE ( ] ROOTS [ ] WATER TABLE FAILURE [ ] SEWAGE ON GROUND [ SYMPTOM: [ ] PLUMBING BACKUP [ I ] SYSTEM DAMAGE TANK [ ] D BOX/HEADER [ ] DRAINFIELD Di L I• I" �t-,;tip . . •1 .. SUBMITTED BY: j DR 4015, 08/09 (Obsolet Incorporated 64E-6.001, FAC Page 4 of 4 County Ownership Dee Brown Anthony W Brown Dee Johnson Cecero 540 Sunrise Dr Fort Pierce, FL 34945 Legal Description TROPICAL ACRES BLK C LOTS 58 AND 59 (1.37 AC) (OR 1092-1462: 1243-1611; 2518-2436) Current Values Historical Values 3-year Just/Market: $103,500 Assessed: $53,354 Year Just/Market Assessed Exemptions Taxable Exemptions: $28,354 Taxable: $25,000 2020 $103,500 $53,354 2019 $109,000 $52,155 $28,354 $25,000 $27,155 $25,000 2018 $94,500 $51,183 $26,183 $25,000 Sale History Date Book/Page Sale Code Deed Grantor Price 03-20-2006 06-07-1999 2518 / 2436 XX01 QC Cecero Dee J 1243 / 1611 XX01 QC Cecero Shawn V $30,000 $100 08-05-1997 1092 / 1462 XX00 WD Salazar Rita J $66,000 Primary Building Information Finished Area of this building: 896 SF Gross Sketched Area: 1,260 SF Exterior Data View: Roof Cover: Dim Shingle Roof Structure: Gable Building Type: HC- Year Built: 1989 Frame: Grade: C- Effective Year: 1989 Primary Wall: Frm Stucco Story Height: I Story No. Units: 1 Secondary Wall: Interior Data Bedrooms: 2 A/C %: 100% .Electric: MAXIMUM Primary Int Wall: Full Baths: 1 Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/Floor: 0 If B h 0 Sprinkled %• N/A% Heat Fuel: ELEC Primary Floors: Carpet Total Areas Finished/Under Air 896 (SF): Gross Sketched Area 2,156 (SF): Land Size (acres): 1.37 Land Size (SF): 59,677.2 Total Building Count: 2 Special Features and Yard Items Type Qty Units Year Blt UTILITY FAIR 0 80 1999 CHAINLINK 6 1 320 2012 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 4/7/2021 01 NEW EXTERIOR COVERED PORCH o _ C i+ C U � a UO O Syv O' (A E O O Z C O` C.Q.. M > Q N N W.. m'OO ` U.co d (A 7 Mr (nCIO �y.�, 0� .RECEIVED APR 14 191, Formittie.9 Depsrttnent St: Lucie County V ITT' 4(Y4 NEW WORK EXISTING 0 0 0 o 0 WH n PROPOSED ADDITION PLAN SCALE: 1 /2" = 1'-0" A/R:N/A 2 EXISTING PLAN 01 SCALE: 1/2" = 1'-0" A/R:N/A �I