Loading...
HomeMy WebLinkAboutSAMMLER SEPTIC PERMIT 1 OF 213 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Craig & Danielle Sammler PROPERTY ADDRESS: 5766 Pinetree Dr Fort Pierce, FL 34982 LOT: 13 & 14 BLOCK: 10 SUBDIVISION: Indian River Estates PROPERTY ID #: 3402-603-0112-000-2 PERMIT #:56-SF-2187992 APPLICATION #: AP1586059 DATE PAID: f 300!9 `4 RECEIPT #: DOCUMENT #: PR1492627 [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 Seotic 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 [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Site BM. NID, W side of Rd, near SW property W corner. I ELEVATION OF PROPOSED SYSTEM SITE [ 3.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 If INCHES FT ][ ABOVE BELOW]BENCiIMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: tL3.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J ngram TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian Ingram DATE ISSUED: 12/15/2 0 EXPIRATION DATE: 06/15/2022 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 AP1586059 SE1450568 0 s STATE OF FLORIDA DEPARTMENT OF HEALTH tax ONSITE SEWAGE TREATMENT AND DISPOSAL r SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT DATE PAID: 10janj FEE PAID: Z 54 a( U1 RECEIPT #: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ) Abandonment [ ] Temporary [ ) APPLICANT: Cram & Danielle Sammler AGENT: RJM Custom Homes MAILING ADDRESS: 6917 Vista Parkway North Suite #1 WPB, FL. 33411 TELEPHONE: (561)267-7476 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: 13 & 14 BLOCK: 10 SUBDIVISION: Indian River Estates Unit-02 PLATTED: PROPERTY ID #: 3402-603-0112-000-2 ZONING: X I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 0.91 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [�(]<=2000GPD [f ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: >1000 FT PROPERTY ADDRESS: 5766 Pinetree Drive Fort Pierce Fl. 34982 DIRECTIONS TO PROPERTY: US-1 North turn on Easy Street, turn left onto Buchanan Drive, turn right onto Bartow Street, turn left onto Pinetree Drive and then to the destination is on the right. BUILDING INFORMATION Unit Type of No Establishment 1 SFD 2 3 4 [ ✓] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 4 2285 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC DATE: Page 1 of 4 M STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Craig & Danielle Sammler CONTRACTOR / AGENT: RJM Custom Homes, Inc LOT: 13 & 14 BLOCK: 10 APPLICATION # A P1586059 PERMIT # 56-SF-2187992 DOCUMENT # SE1450568 SUBDIVISION: Indian River Estates ID#: 3402-603-0112-000-2 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: 0.91 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 2275.02 GALLONS PER DAY [ 1500 GPD/ACRE OR r 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM. NiD, W side of Rd, near SW ELEVATION OF PROPOSED SYSTEM SITE 3.00 [ INCHES / FT ] [ ABOI corner. / 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 [XINO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 40 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD I SITE ELEVATION: FT [ MSL / NGVD GATT. Vl2nrTTM TW7APMATTON ATTF. 1 SOTL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 5/1 Sand 0 To 40 10YR 6/1 Sand 19 To 36 10YR 7/1 Sand 40 To 60 HOLE CAVING Refusal 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1OYR 3/2 Sand 0 To 5 1OYR 5/1 Sand 5 To 38 1 OYR 6/1 Sand 22 To 36 10YR 7/1 Sand 38 To 40 1OYR 2/2 Spodic Material 40 To 48 HOLE CAVING Refusal 48 To 72 OBSERVED WATER TABLE: 10.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT I ESTIMATED WET SEASON WATER TABLE ELEVATION: 19 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 19.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED r REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR5/1 matrix >10% with diffuse boundaries starting at 19" In SB1. SR1 and fiR2 3" ahnva RM_ rs SITE EVALUATED BY: Ingram, Brie (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1586059 EID2187992 INCHES DATE: 11 /24/2020 Page 3 of 4 v 1.0.2 Property Card Page 1 of 1 t 1 9 2-- Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5766 Parcel ID: 3402-603-0112- Account 4: 143732 Sec/Town/Range: PINETREE DR 000-2 11/36S/40E Map ID: 34/11S Zoning: RS-3 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description JAAR ENTERPRISES LLC INDIAN RIVER ESTATES-UNIT-02- BLK 10 LOTS 13 AND PO Box 13148 14 (MAP 34/11N) (OR 3859-2252: 3992-266) Fort Pierce, FL 34979-3148 Current Values Historical Values 3-year Just/Market: $44,900 Assessed: $43,230 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $43,230 2020 $44,900 $43,230 $0 $43,230 2019 $39,300 $39,300 $0 $39,300 2018 $35,900 $35,900 $0 $35,900 Sale History Date Book/Page Sale Code Deed Grantor Price 05-03-2017 3992 / 0266 0111 QC Jaar Group $0 03-24-2016 3859 / 2252 0112 SP US Bank Trust NA (TR) $34,000 12-05-2013 3584 / 2584 0112 CT Brooks Gary E $30,100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 0.91 Land Size (SF): 39,600 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECard/ 10/20/2020 WINDOW SCHEDULE SAGE BE MODEL WIMARK CODE REMARK WINDOW NOTES: NOTE: ALL WINDOWS TO BE SINGLE O 22 HUNG. 1/2FLANGE. (OBSCURE GLASS IN BATHS ONLY) (SEE PRODUCT APPROVALS FOR MANUFACTURER NFO.) NOTE: WINDOW AND DOOR SUPPLER TO O V2 33 PROVIDE ACCURATE ROUGH OPENING SIZES FOR ON SITE USE. 3O 24 4O V234 25 SS EGRESS © DBL. 24 NOT D 35 EGRESS FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL B PANEL INTERIOR AND EXTERIOR DOORS COFFERED CEILING IN M. BED. AND FOYER ONLY INSULATION FRAMING/DRYWALL BRAY FOAM N4.A.ATLN ALL A/C MfiUSARA2 OR COIF AIR CONDITIONING/HEATING PLUMBING STANDARD THERMOSTAT w/ 18/8 WRNG CITY WATER AND SEPTIC ON SITE OTHER ELECTRICAL ST VENTED MICROWAVE 38' LM KrrOfN CAKTS ICROWM ORM1 POOL DIM COBTRICTDN FEAR WkKNG SAFACE BY OTHR9 400 AMP ELECTRIC r/ 100 AMP POOL SA PANE 0 FAN BOX r/ FIXTLAE N DR. FRONT AND HEAR COVERED AREAS 141 H-HATS IN KITOfN STD CELNG FIXTUIES N ALL HALLWAYS AND WIC SINGE SWITCH FOR FAN BOX N BEOW-04 DATE OF PHDDDCTION MEETING AND FNN. NDTEfr VICVV b VICVV H SCALE: V4• - r-O' SCALE: 1/4' = r-O' SCALE: V2' - 1'-0' lue fio o A/C COW. ON 0 ry BEDROOM 13 FLAT CLG 4'8-0' AFF. I C 4 m C_ _______-_ffi__ _______�______..=Fuu.,...F� --- _i_______ _ TOP 8'-8' TOP 0 6•- 1 I I AFf. AFF T-4" 15'-6 1 rp PROVIDE SOFFIT VENTS I I 1 1/2" DINING AREA A. VVAALNGD :n ' WALKING SAEACE COVERED I Zil I HALL BY OTHERS AREA Je l I i SINGLE FAN BOX '^ o FLAT CLG I c`i�l I :LAT CLG CENTERED ./ PW-4' AFF. o °8-D' AFf. '�'•m ON LIGHT FIXTURE SINGLE FAN BOX I b o I I issue 4• _ CENTERED w/ I 61 1 i ON LXiiT FIXTIAE I 1 1 lo Y-Y) 314 '-3 1/r 4`4 1/Y 4'-7 I/Y I I I $? 8388 SLD'G DR v 1 Et3iE55 �xl r-o -Il I �'I V-9 I I .r I IT-V 31 1 (4)H-HUTS ---41 `- 31/r 1 I I N IOTCH EN 11� I I I 11 1 I I Mo 'S g ° II r-3SHGi W�W 21-0- 1 MASTER i VIEW , ___4 KNEE -WALL as 1 1 BEDROOM - 1 I _ _ _ _ _ _ a _ _ _ _ _�". _fir, 1 1 COFFER CLG 1 _0N _1 - KITCHEN ' - i - - - - - - GREAT ROOM T p AFfTO I TYP. VAULTED i CELINS $'10 I I I gg7 e � ffi I 11 �Pi §' r S° I I I 4/C HALL o�-. ------------ I I ''r ' u„ Y-S• �'�n PANTRY IR i i ° ., �$3 \ •: EEFV7F SLAB 5- i - - -0' �i. •ry-,`p,�\ VAULTED CELNG FLEX SPACE\\` VAULTED CEILING Ih0 FLAT g �I b-:u FLAT - LALBN 36' WIDE SO NICHE FM 47 r1 FOYER AT CL AFF. Tow 4COFFERED CLG� I AFF I FM Rho TO i r2-0 AFF. i p 0 FLA a !W Lt 15/9- TRA ty Q BACKING A/C ELEVATE BOTTOM CHUOMS 24' OVEfl NC 2X4 WOCO FrfAG L b / DBL. S/8' PLYD. VEM I TOP T FY D 17-7 AODF 1 -2 BEDROOM 44 51/2" FLAT CLG W 4r8-T AfF. 1 1 w� tl BFFLD. vE� 1 v V' P 7 I/r 4 6' 6 8' 22VA ATTE� ACCESS rTl 2-CAR GARAGE b FLAT CLG g 09-T AFF, NO I SU.ATDN N GARAGE PROVIDE SOFFIT VENTS r-- - ---------------------------- NOTE PROVIDE NSILATION BETWEEN i i A/C AND NON -A/C SPACES I PER ENEGY CALL BY OTHERS � t E4I° MTL OR DOOR i �SIB'-0" WATER STOP 1, 1" 3•- 6" 'r'mi lsl PROVD'ESOFFIr YE_NTS--- 12'10" 4t2i"2 9.-7" 1 ! 1 lad F• W.I.C. FLAT CLG e 9-4' AFF. 5. T•- 3'- 7" M BATH FLAT CLG • 8-O' Aff. X r v m a a c .a "> o 2 S- u m VIEW -C" VIEW ""D" m U C N- Q ul ' ^ m ;t J n co U go Z=M U N Q U. WCOIU CQ G J 2'Ir Qno m �.,.D o- NO EL T-CtUI m .s."vw tmcy, T.O. SM. W O J 0~ tOIXr MS EL >- 0 o.._ N ro OD n ai V cc � umi VRAKED L w OR Ir Ln I • Cc r 31— CO (D 4rA ° .• 4 F 4 41 ilk" S • . • uji 4 • 4: 4. is m 1 Goo #, a is , FRE CCALCULATIONS LIVING AREA U/A = 2285 SF. FRONT PORCH - 88 S.F. COVERED AREA = 288 S.F. GARAGE/MECH NON A/C 407 SF. TOTAL SO. FTG FLOOR PLAN SCALE: V4' - r-0' Mu Z g ¢�z -J 2 - 4A <9O Lu rn LL OJ < Q LL N U V Z 0 DO < i U C SHEET NO. 2 OF 7