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HomeMy WebLinkAboutHealth Deptt4lE STATE OF FLORIDA t` DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: PERMIT NO. jo-( 175- 7 DATE PAID: FEE PAID: 5 RECEIPT #: [X ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] 41 APPLICANT: Standard Pacific of Florida GP, Inc. AGENT: The Mi1Cor Group, Inc . TELEPHONE: 772-223 -8850 MAILING ADDRESS: 6 52 6 S Kanner Highway; Stuart, FL 3 4 9 9 7 ------------------------------------- - 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: 46 BLOCK: PROPERTY ID #: SUBDIVISION: Riverbend 4425-703-0051-000-7 PLATTED: Yes ZONING: PUD I/M OR EQUIVALENT; [ Y / N ] PROPERTY SIZE: 0.43 ACRES WATER SUPPLY: [ J PRIVATE (!LI [X ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / ©] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 3005 NW Radcliffe Way, St. Lucie County, FL DIRECTIONS TO PROPERTY. East On Becker Rd for approximately 2.5 miles to Gilson Rd. Then north on Gilson Rd. for approximately a mile. Then East on NW Radcliff Way. 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 Single Family 4 3,675 2 3 4 1 [ ] Floor/Equipm SIGNATURE: DH 4015, 08/09 (Obsot Incorporated 64E-6.00. 111N 111 N/1" .G. COS!-, - ] OtV '(Specify) :W� rA1181 s�Z. 1 VV •� SSIONP�.. 11//11111++' which may not be used) DATE: i�, RD Page 1 of 4 r • r t SEPTIC SYSTEM DESIGN _ AND PLOT PLAN \ ' OF LOT 46, RIVERBEND PUD, ACCORDING TO THE PLAT THEREOF, LOT 4`5 � 06 � RECORDED IN PLAT BOOK 67, PAGES 36, OF THE PUBLIC RECORDS OF PORT ST. LUCIE COUNTY, FLORIDA. ---------AEROB/CIREA7NENTONIT-`------- -------- C.B. (800 DAL) CLEANO„UTT S37'47> 05»E(N.R.) 189.76 — /-----^-------------�- K o g 6X9 A(1gA c AIR BL10 CV 1 K 8.00'AIR w _ _ 73.00' y Z N TYP.1 "OTTER LINES • RRL3lOr 24-1 I I I I I Va vF �¢?{- v W ¢ Z W NETARM-14NY113JE; I I I FRFE- MODELI. I I I I L� ��0 I 2-00 6N08S7RUCIED w o 10.10 m o `� PBNRAM i 12500 CPNI I I 1 I I WEEK OPEN AREA . 0.67 1 31' ^ y K i NO )C,OUNDIWIW? 0.12'N 3 N PROPOSED 576 SO fT DRIP DRA/Nf1L3Lf I I I MOUN I I I 7DP OFus lam, I i FLOW / PORnIb 24.33' 'to o 1 a a 0 0 M 1-DISCNARGL I I •I I "W 12.08• N LINE FROM HE40WVM ; I I I ` ` o �o 9.29' 2.66' I II 4 !N PUMP TANK U I e O N 3005 N.W RADCLIFFE WAY N ITYP I` REGYRCULA710N i PROPOSED RESIDENCE f7N. o P LINE BACK70 ? �O fZR=&70 .� is H EA4WORKS IN PUMP 1 TANK I5JB7f/- �, d �1 � 4 RECIRCULATION RAZE) 11.33' 1200' Lu ` a J� o 4 33' J � I / 6.3:33' N4 4.M 1' IMAM? SERME LINES Q z S32 18 "E(N. R. M I ) '90.81'/ 3 3 ' FLOOD ZONE 4i zi f 4r (0--6) i A h o I DRAINFIELD: SPECIFICATIONS DRAINFIELD SIZE REQ'D = 576 SQ. FT. GRAPHIC S C ALE UNOBSTRUCTED AREA REaD = UNOBSTRUCTED AREA PROVIDED= 88 SO. FT. 8 DRIP LINES PROVIDED @ 36 FT. 20 0 10 20 DRIP LINES TO HAVE GREATER THAN 24"'SEPERATION, ONE EMITTER 17' O.C. X 2 SFIEMITTER = 576 SF DRAINFIELD PROVIDED SETBACKS: SIDE 6' ( IN FEET ) FRONT' 10' 1 inch = 20 ft. SEPTIC SYSTEM PLAN 3005 N.W. RADCLIFFE WAY, PORT ST. LUCIE, FL GENERAL NOTES 1. LEGAL DESCRIPTION PROVIDED BY CLIEN 2. ADJOINERS SHOWN HAVE NOT BEEN SUR 3. THE EXPECTED USE OF THIS PARCEL IS 4. LANDS SHOWN HEREON WERE NOT ABSTI RECORD. 5. SEPTIC TANKS AND WELLS IF SHOWN AR VERIFIED BY CONTRACTOR FOR CORRECT FOOTERS HAVE NOT BEEN LOCATED. 6. BEARINGS AND DISTANCES SHOWN HERE( OTHERWISE NOTED. 7. BEARINGS SHOWN ARE BASED UPON THE OF RIVERBEND PUD (DESCRIBED ABOVE). 8. ALL DISTANCES SHOWN HEREON ARE HO U.S. STANDARD MEASURE (U.S. SURVEY 9. THE PROPOSED IMPROVEMENTS SHOWN F APPROVED BY THE GOVERNING MUNICIPAI 10. ACCORDING TO THE NATIONAL FLOOD If` EFFECTIVE DATE OF FEBRUARY 16, 2012. FLOOD HAZARD AREA. 0 SET 5/8'i TCDD N. SMITH, PE, INC. L.A.E - Um m L.M.E. - `A'AAM L M.E. - CM 121 HINCHMAN AVE. Dmom °°� OIRI=c DIR�CTIL SEBASTI AN, FL. 32958 —Lro DOOM P.I. - POW Ph. (772) 589-8722 POINT P.C. - PaNr or P.C.POINT P RC.-POINT P.T. -pm.1 LItnspe@beilsouth.net w OVERHAN BE BUFFER oeB. - aFFIc PG - PAGE 1 _ 1 W 1 a N 1 -�— -- 10' I � � 1 \ UNOSS)RUCZED GREEN OPEN ARP-4 C� �M u6 I J MAFL MAFL —/ \ D. )ENTIALP :D FOR RIGHT-OF-WAY AND/OR EASEMENTS OF PROXIMATE LOCATIONS AND SHOULD BE FIELD TION AND SEPARATION. UNDERGROUND UTILITIES OR JBSTANTIALLY AGREE WITH THE PLAT UNLESS ITERLINE OF RADCLIFFE WAY AS SHOWN ON THE PLAT ITAL GROUND DISTANCES AND ARE REFERENCED TO I. IN DO NOT REPRESENT THE FINAL DESIGN UNLESS \NCE RATE MAP NUMBER 12111CO177J. HAVING AN I PROPERTY LIES WITHIN ZONE X, OUTSIDE SPECIAL 'T[a Cl2F Plhv . Co-:DtrrL .H Designation peciiy t$o0 dmg Volume Volume Volume A R C D E F. ` AA800....: OOGP 2.D - 1155 �:.297_ . �'- 8. _ _" d) a LEGEND W 24.0 PROPOSED SPOT ELEVATION d N ¢ Ana DRAINAGE FLOW Nti CERTIFICATION: 3 I HEREBY CERTIFY THAT THE ENGINEERING FEATURES OF THIS AEROBIC TREATMENT SYSTEM HAVE BEEN DESIGNED OR SPECIFIED BY ME AND CONFORM TO ENGINEERING PRINCIPLES APPLICABLE TO SUCH PROJECTS. IN MY PROFESSIONAL JUDGEMENT, THIS SYSTEM, WHEN PROPERLY CONSTRUCTED, OPERATED AND MAINTAINED, WILL ACHIEVE THE ESTABLISHED PERFORMANCE STANDARD AND COMPLY WITH ALL APPLICABLE STATUTES OF THE STATE OF FLORIDA AND THE RULES OF THE DEPARTMENT St Lucie County Health Depai Environmental Health Divi: Site Plan Approved for Constl oI�ersedes All Previous Site F N AZ GeS o � F OSTV # �'cy'y357 &Well # ��.Date 1� -qoius R&I r. ® o S��► ��ttq o 0 U �o 0 TODD N. SMITH, PE '60 "* `c91 m r — 6'0 FL ENGINEERS LICENSE WN@005 NOT VALID WITHOUT THE SIGNATURE AND INK SEAL OF A FLORIDA LICENSED ENGINEER I LB 3591 A - DELTA (CENTRAL ANGLE) ALUM. - ALUMINUM _ CENTERLINE SCALE 1. = 20' SS EASEMENT D.E. - DRAINAGE EASEMENT P.C.P.-PERMANENT CONTROL POINT WATER SERVICE NANCE EASEMENT CONC. - CONCRETE ■ P.R.M.-PERMANENT REFRENCE MONUMENT IENANCE COV. - COVERED I.P. - IRON PIPE DESIGNED BY: TNS WMENT ELEV. - ELEVATION G.V. - GATE VALVE )OSED ELEVATION ESMT. - EASEMENT P.P. - POWER POLE DRAWN BY: DSP FLOU.E - UTILITY EASEMENT N RO-KNOT RADIAL - IING ELEVATION W.M. _ R� METER p7URE FIN. -FINISHED NO 1.0.- NO IDENTIFICATION Y.D. - YARD DRAIN VERSED CURVATURE PROP. PROPOSED A/C - AIR CONDITIONER ENG. PROJECT 13601. VERSE CURVE CURVE TYP.- TYPICAL R. - RADIUS C.B. -CATCH BASIN DATE: DEC. 2015 EMENT R.P. - RADIUS POINT ►/G.V. - GATE VALVE ENT LP. - LIGHT POLE tF.H. - FIRE HYDRANT DRDS BOOK C.O. - CLEANOUT ® STORM MANHOLE M.N. - MANHOLE ©' SANITARY MANHOLE PAGE 1 OF 1 SAN. - SANITARY for AND I. LdHaER VERIFt' —rW/ PLANW/ PLMI '� VEWFI' W/ PLAN ' TYR. ARCH DETAILS SCALE, 1/4' • 1'-0' UM S' OR 12' RADIUS HEADER ENGe INTO THE SAME COLUMN OR ARE UITIM CLOSE PROXIMITY [WTNIN 2'-09. THEY NEED TO ALL NAVE TIE LARGER RADIUS. St Lucie County Health Department Environmental Health Division t2� Site Plan Approved for Construction "o Supersedes All Previous Site Plans for e DO0iy_ ST'DS # IM117c3 57 & Well # ______ TC ELEC. o„ri ipwer: PARTI710N ELEC. CODE AT WALL PARTITION END ® KITCHEN ISLAND FLOW—THRU ,4,_8• COUNTER TOP DENTRY TOWER PLAN 0 N Ha to'-w aA I - - - - - - - -- I I j CLUB RM. j Ir-4' Mr- I I I I I I I I I l I L- - - - - - - I I I --I a• © I� - - . - a � - - - - '.• •. �oil - n -C -1 LE - - 11, Inuffli, -� Wwl�' BEDROOM #3 IV-B' CLC.