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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR,CONSTRUCTION PERMIT APPLICATION FOR: [x ] New System [ ] Existing System [ ] Repair [ ] Abandonment PERMIT NO. DATE PAID: FEE PAID: 4OG cC - RECEIPT #: [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] APPLICANT: Standard Pacific of Florida GP, Inc. AGENT: The MilCor Group,, Inc. TELEPHONE: 772-223-8850 MAILING ADDRESS: 6526 S Kanner Highway, Stuart, FL 34997 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: 21 BLOCK: SUBDIVISION: Riverbend PLATTED: \12S / PROPERTY ID #: 4425-703-0026-000-3 ZONING: PUD I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0.84 ACRES WATER SUPPLY: [ ] PRIVATE UBLIC [x ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / (9)] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 3108 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 Unit Type of No Establishment 1 Single Family 2 3 4 [ ] Floor/ qui r SIGNATURE. [ X] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 4 5,903 Other ( Specify) ter" r DATE: �^ ' DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA 1 PERMIT #. . DEPARTMENT OF HEALTH wo e ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLI : � llLll C C4 �TCiC�i EC lc �I'W(AOL 6r r AGENT: /"W`C� C�X �- LOT: f'( BLOCK: SUBDIVISION: 9,y\Je PROP Y ID #: �j �-i a� �' Vvx� w" — [Section%Township/Parcel No. or Tax ID Number] 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 [ ] TOTAL ESTIMATED SEWAGE FLOW. GALLONS AUTHORIZED SEWAGE FLOW: GALLONS UNOBSTRUCTED AREA AVAILABLE: SQFT BENCHMARK/REFERENCE POINT LOCATION: "71 k 1//��/�r-A NO NET USABLE LABLE: ACRES PER DAY IDENCES-TABLET TABLE23 PER DAY O, 00 GPDD UNOBSTRIICTID AREA REQUIRED: SQFT Cd/dt--' ELEVATION OF PROPOSED SYSTEM SITE IS__f2�%FT [ABO BELOW] BENCHMARK/REFERENCE POINT 7. v 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: FT NON -POTABLE: FT BUILDING FOUNDATIONS, FT PROPERTY LINES: FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING:: [ ] S f4f NO 10 YEAR FLOODING? [ YES �k] NO 10 YHAR FLOOD ELEVATION FOR SITE: T MSL/NGVD SITE ELEVATION: 4 6 FT MSL/NGVD bux.0 YKV&'.LjUZ MUNSELL */CO: b.L*X'i L TEXTURE fir( d TO TO TO USDA SOIL SERIES: y L41 -ll "o (-ti'--b t744uW4 MUNSELL #/COLOR TEXTURE DEPTH ( 3 CTO qq v S gaTO 72 TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: 0 INCHES [ABOVE / ] EXISTING GRADE. TY�P�E.:CHEDESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE EXISTING HIGH WATER TABLE VEGETATION: [ ] YES I 1N0 OTTLING: [ YES [ ] NO DEPTH:-ZY—INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: (� S� INCHES DRAINFIELD CONFIGURATION: [A TRENCH [ ] BEK ] OWRI(SPECIFY) REMARKS/ADDITIONAL CRITERIA: S H'l"? A it 07 —a av— S < (&)t /laFt. D_ /Y , ^ �7 i / SITE EVALUATED BY: D8 4015, 08109 (Obsoletes previous 14 U � S/1J uv d- editions' which may not be used) I Incorporated: 64E-6.001, FAC DATE: Page 3 of 4 I ' REPRESENTATIVE AUTHORIZATION Riverbend Subdivision .Please be advised that the undersigned has. authorized the following person(s) to act on their behalf in seeking approval for the above referenced application: I Melissa G. Corbett, P.E. The f ilcor Group, Inc. 6526rSouth Kanner. Aighway #236 Stuart; Florida 34997 (772)� 223-8850 Witness:. 5"v6'j By �rit�t Name ILtP 6oaru-twc- Print Name ACKNOWLEDGEMENT I . STATE OF f( - nd C,.— COUNTY OFr,E n Fhe foregoing was acknowledged before me this L� day of A�`^ , 20 �� ; by and K] is personally • known to me or [ j has produced as identification. Notary Stamp Notary Public �o. SIVAN SHACHAR MY COMMISSION i0F00026 1701F(407) ,EXPIRES April 10.253F)orldoNotMService.00M I I 1 APPLICANT'S NAME: LEGAL DESCRIPTION: Standard Pacific of Florida GP, Inc. Riverbend (PB 67-36)- Lot 21 I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system; that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot;farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that!all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, .filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. docs/forms/septics/SepticApppPagc207 NO.: JOB Property Card, Site Address: 3108 NW Radcliffe WAY Map ID: 44/25S Page 1 of 1 Parcel ID:14425-703-0026- 000-3 Zoning: PUD Ownership Standard Pacific Of Florida 15360 Barranca Pkwy Irvine, CA 33609 Current Values Just/Market: $368,400 Assessed: Exemptions: $0 Taxable: Date 11-26-2012 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Account #: 176842 Sec/Town/Range: 25/37S/40E Use Type: 0000 Jurisdiction: Saint Lucie County Legal Description RIVERBEND (PB 67-36)- LOT 21 Historical Values 3-year $368,400 Year Just/Market Assessed Exemptions Taxable $368,400 2015 $368,400 $368,400 $0 $368,400. 2014 $368,400 $368,400 $0 $368,400 2013 $380,100 $380,100 $0 $380,100 Sale History Book/Page Sale Code Deed Grantor 3460 / 0152 0205 SP Stuart Property Holdings Ltd, Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Type Price $7,000,000 Roof Cover: Roof Structure: Building Type: Frame: Grade: Effective Year: 2014 Story Height: No. Units: 0 Secondary Wall: Interior Data A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 :'b Cif (SF): „ cbCil�i:iL�r- Gross Area (SF): 0 r')r lrlf�tr'j/ Land Size (acres): 0.84 Land Size (SF): 36,590 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2015' Saint Lucie County Property Appraiser. All rights reserved. httn-//xxnxnxrnncln nrrr/I2Fi('arr1/ 10/12/7111 S r- STATES OF FLORIDA, _ DEPARTMENT OF HEALTH^- ONSITE SEWAGE -TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS.New APPLICANT: (Standard,Pacific FL. GP Inc) •' PERMIT #:66-SF-I64602. r APPLICATION #: AP121494F2 `` ' ;"PATE PAID: FEE PAID - RECEIPT #• DOCUMENT #: PR997370 PROPERTY ADDRESS: 3108 NW Radcliffe, Way Palm City, FL 34990 LOT: 21 BLOCK: SUBDIVISION: Riverbend PROPERTY ID #: 4925-703-0026-000-3 [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 T [ 1,500 ] GALLONS / GPD Septic 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 [ 800 1 SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED Gc] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Site BM top of storm.. drain grate @ NW corner "elev 7.48" I ELEVATION OF PROPOSED SYSTEM SITE [ 12.00][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM _ OF _ DRAINFIELD, TO BE ..: 122.00 .] _I ,INCHES , . ] [ ABOVE BELOW ] BENCHMARK/REFERENCE ._POINT_ - -� D FILL REQUIRED,: [28.001 INCHES, EXCAVATION REQUIRED: [ 65.001 INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow • of 640 gpd. T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H s. 64E-6.013(3)(f), FAC. E R SPECIFICATIONS BY: Brian Davis TITLE: Master Septic Tank Contractor APPROVED BY: TITLE: Environmental Specialist I St. Lucie CHD Brian J Wram DATE ISSUED: ; 12/10/201 EXPIRATION DATE: 06/10/2017 DH 4016; 08/09 (Obsol tes all previous �k- editions which may not be used) G ' Incorporated: 64E 61' 03, FAC y� €' t . Page 1 ofy3• i 9 ] 1t � `i � f� i ✓'.., i � 1 1 I 7� v l.l.ld F . - AP12i 19A�.� r ��-= C SE9792811� � A 11 t I i ( 1 �• .... li. �' � (.N'4. �� I �i � }Imo. i `({��711�r � - � t I 9 � � 'l 9�5 I Iy�°� ° 1 I� 1 i- NOTICE• OF RIGHTS s:. — A pd y whose sutistanfial ihterese, affec e y this order may p t'tion for an:�: administrative hearing pursuant to,sections 120.569 and 120.57, Florida 6tatutes. Such proceedingsare 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 (21j) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee; Florida 32399-1703; The Agency Clerk's facsimile number is 850-410-1448. 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 becomea, 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 maybe commenced by fling 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. Let I _y i1, AL, PF ' ENLHMARKSO I �.• 6. '•. I 022 STORM GRAIN RATE ELEVATION ______________________________ _ ow ArOPT.4H'Sg RWa' DE - m _�_ ____— I—�__—N---_--_---_7-1 I � 1eB8o' I J.W CPP� QQ QQ G 76J3' 7S' SNOREGIIE 1PROTECTION DINEeW 4 TRENCH RS 1 . R. PROPOSED 5 DAM I I.Ri 80 1� c a I RAIX!CHAMBERS 1 m V 0 12 gFPER! CCHAUBEII I .1 tea1 Z ¢• 1 1,200 5F UNOBSTRUCTED I 21.00' 16.Gr AREA REGUATEO CA1 U - - C' U c 1.400 EF FRONDED _ 1 p Q . DO I N I QQ I F V. - �. l' _ +..r • P. G:1 fD 5t, 'PROPOSED __- 526 CAL 1 PUMP I m �y '• 1• • 0 -' T I90.48' . I Ve , !a PROPOSEDT600 g000 I S78-07'32-w NOTES: N.R. 1. ALL ELEVATION SHOWN ARE NAVD 88 DATUM. IN 319.76, ; .2. FEMA FLOOD -ZONE X. ti. I n.Da ' �p' ":yE rWAftj LOCATION. MAP SCALE w Co. i a ° ° N A >®ao®raaeC °°aa usr @�? SEPTIC SIZNG PER TABLE 1. ESTIMATED SEWAGE FLOWS. RESIDENTIA�' m Us4S i ° 4 BEDROOMS WITH 2,251-3,500 SOFT. OF'BNLDMC AREA - 400 GALLONS 1 t J t a PER DAY. (CPO FOR EACH ADDITIONAL 750 SF OR • FRACTION 111FREOF, INCREASE BY GPD St Lucie County Health Department i _ BUILDING SF _ 5,903 - Environmental Health Division -7 1° ITTHEREFORE FLOW - 640 CPO FROM. TABLE D: SEPTIC TANK AND PUMP TANK CAPACOY. Site Plan Approved for Construction _ 'J ■.'= ,.- ,n AVERAGE SEWAGE -FLOW - 640 GPD SEPTIC TANK ULIIMUY EFFECTIVE CAPAf2TY - 1500 GALLONS" SU ersedes All Previous Site Plans for ...._ _ .. _ .--. _ ' _ FROM TABLE 19, ORAINFIEID SIZING (ASSUME TRENCH VrSTEM) �f5G- Z WQIi # _ RATE 0.80 CAL/SF/DAY OSTDS .. .. _ ppp� r 9TA ss n FINE SAND. SLIGHTLY LIMITED - MAMUUM SEWAGE - - Date: I2 ID 15 ' FPO my H a m 640 CPD / 50 CAL/5F//MY a eoD SF OF TRENCH AREA REQUIRED . THEREFORE, UNOBSTRUCTED AREA REQUIRED v 800 Y 15 . 1.200 SF Reviewer. 5l 31 A] a uu . 7 >+ Ks tcmuta°r O SET 5/a• N/CAP LB 3501 A4C[a I' TYPIClI LEGEND O.L - 011ANATS EA5EtO71r - CONGIflE 0.V. - DAM VAN: ESTABLISH VEGETATIVE COVER NATIVE RACKFILL PRESSURE PIPE 2" 0 SCH 40 PVC W1117NOLES AT N O.C, (TYP-) 3" E)USRNC I ) 1 11.3 ' a.. •, \ `t" _:1'''tf' ' ' f2' :i3 , GRADE ') O Q a Oi � V Z 1.1 isl F q 0 CG .) a 3 LL Ae - uATEo E - LAKE WLLYTEl1AN[E EASOrAIt rD. - FONT r01L DEV. - F1iYAi1(N elna elRDelc - - - P ^) PRO T P 0 OSED 0 F 3' 1 Y LY.AE -TAKE YAClIDIANIL ACZ55 FASflmTr LETIOlES PRaD05'D EMA/AIIGI FSYT. - FA6DAAli Ho -NOT RAMC VE - D141TF it -NO 1O.- IIO AI01fA1cAiKN- :af'%� _ - SEPTIC FIELD 10 ,3ta' N y 00.00 0 Geccnm aRDr a0a EYe1N0 EMllA1El/ METER KY. - rARA YEIEit YD. - YAlA OR1N A/C -. AS CGeIOGETi _ , •„'•.' •- • •~` ': r'•� :•' ..-•. - pTAlO1E5 P,L -POOR Of Nir115ECRW. iR14 - MPOSE PRQ. "POSED. C9• -GTGI AA41 IHae, - CATE VALVE _ .,/av: :.:`T' '.+"'s �..... '. PROPOSED •• :. '.•'. v !:• ' '., r - BOTTOg Sheet Na P.C. - FONT K CURVATURE TAP: TtRCAL •..'.••.` P.Cl - rONT OlCOYPGRO CI=ATIPE % - p= tPAI - FAR NIMANT OF SEPTIC FIELD .-Y• OF REV CURVE I�24� 28" PA.C. - PONT P.r. - Pm1T.0i iRA151i10N MDIT FlL �'BUf�i ANGMEY�Tr RP. - RA S POAR ®- STCFW MA1609 -WIT POLL _ V. MuOaE CA - CLEAMT ® tYNTFnAL Y.N. YAaIaIL $� 9.31 19-8• 24' N - 1 DrIOAL 9 BOOR AMAM OLE EATER ODIMTL INFILTRATOR SYSTEMS INC. OUICK4 STANDARD CHAMBER TYPICAL •' 1 p 7 Pa& PACE L-.�+e^' p- NLTA (ODIRIM. MGM) A W. r.er.-rOaAim+rmRnia.vawr ■rJfAl -RA MFRT I3ii0NQ YtlMENi BED -DETAIL SECTIONVIEWA WSWT 7.31 �; • 1 NVrld 110011A Islild IHDIH .a 'Aaris g199 Tz# .10,i O Cd C. ONLLMG wima-av U-5 ------- J�r 14— W— I 717 lk � . . . . . . . . . . . . . . ?Illill 1111= II II MM v JJ TOUVAHrIa RVICT Hoold J'SuM S'llylau doll INUM 0) z I wiva jol quqd egg OwMid I V sepesiodnS uWn4suco m4 p9mddVtmd Oita m7A �Aaja uoma qFGH mluGwuOJVm3 jwuq�deaLMuGHAunOOGlPrrllS Vf, -j EC dol Halmnoo flZIHLL—AiOrId aNTISI NaH011X (V VLLVG -HIVIS MM DD 'N'O*fl STUN- HOZIV HOOld- ISHILd -'dXJ;: - Gal'ou Sv mrm SIDVOT/sa MVrId Z100,1a cmopas a, 'Aav 2:129, 13# wl aNagawn J .7— . , -Mann. I NOUVATI21 r --------------------------- i ,V,, r ---------------------- 7 ---- i NVId ZIOO'Iq (INOOaS t sliviaa Hoav Hoold GNOESI- -axi(D Ruff, Op 4 [LLL ---------- ------ I ®wrap =&Q- O� /,,\ k7 jt ------- ------- F— h Cj t St Lucia County Health Department Environmental HealthVvislon. Site Plan Approved for Construction NAr.t Supersedes Ali Previous Site Plans for -- ---------------- - ----- OSTDS4E&_-sr-fb41f?- & Well #_ I Date: - -----------I------- I. r ---------------S-- -- - Reviewer. ------------ -------------------------- ---------- J, ------------- ti All NOTES; 1. ALL ELEVATION SHOWN ARE IN NAVD 88 DATUM. 2. FEMA FLOOD -ZONE X. 97:�. K45 4z - 30 TYPICAL LEGEND O SET 5/9' IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT CONIC. — CONCRETE I.P. — IRON PIPE G.V. — GATE VALVE LA-E. — UMITED ACCESS EASEMENT LM.E — LAKE MAINTENANCE EASEMENT COV• — COVERED P.P. — POWER POLE LM.A.E — LAKE MAINTENANCE ELEV. — ELEVATION ESML — EASEMENT BLDG. BUILDING N.R. — NOT RADIAL ACCESS EASEMENT 00.00 DENOTES PROPOSED ELEVATION I.I.E. — UTILITY EASEMENT NO I.D.— NO IDENTIFICATION F FLOW DIRECTION OFLOW W.M. — WATER METER Y.D. — YARD DRAIN ....�— 00 DENOTES EXF ELEVATION �• — FLOOR FIN. — FINISHED A/C — AIR CONDITIONER C.B. — CATCH BASIN P.I. — POINT OF INTERSECTION PROP. PROPOSED ►®G.V. — GATE VALVE P.C. — POINT OF CURVATURE P.C.0 — POINT OF COMPOUND CURVATURE TYP.— TYPICAL R. — RADIUS tF.H. —FIRE HYDRAN T P.R.C. — POINT OF REVERSE CURVE R.P. — RADIUS POINT STORM MANHOLE P.T. — POINT OF TRANSITION O.E. — OVERHANG EASEMENT L.P. — LIGHT POLE 0 — SANITARY MANHOLE B.E. — BUFFER EASEMENT C.O. — CLEANOUT M.H. — MANHOLE CENTERLINE O.R.B. — OFFICIAL RECORDS BOOK SAN. — SANITARY WATER SERVICE PC. —PAGE ALUM. — ALUMINUM L — ARC LENGTH ANGLE) PERMANENT CONTROL POINT 0 — DELTA (CENTRAL P.R.M.—PERMANENT REFRENCE MONUMENT 0 P.R -. 04-w1 SEPTIC SIZING PER TABLE I, ESTIMATED SEWAGE FLOWS: RESIDENTIAL: 4 BEDROOMS WITH 2,251-3,300 SQ.FT. OF BUILDING L.REA = 400 GALLONS PER DAY (GPD) FOR EACH ADDITIONAL 750 SF OR FW.CTION THEREOF, INCREASE BY 60 GPD BUILDING SF = 5,903 ---THEREFORE-FLOW- 640-GPD - - - FROM TABLE II, SEPTIC TANK AND PUMP TANK CAPACITY: AVERAGE SEWAGE FLOW - 640 GPD SEPTIC TANK MINIMUM EFFECTIVE CAPACITY - 1,500 GALLONS FROM TABLE III, DRAINFIELD SIZING (ASSUME TRENCH SYSTEM) FINE SAND, SLIGHTLY LIMITED - MAXIMUM SEWAGE RATE - 0.80 GAL/SF/DAY 640 GPD / .80 GAL/SF/DAY = 800 SF OF TRENCH AREA REQUIRED THEREFORE, UNOBSTRUCTED AREA REQUIRED = 800 X 1.5 = 1,200 SF PRESSURE PIPE 2" 0 SCH 40 PVC W/1/2" HOLES AT 4' O.C. (TYP.) St Lucie County Health Department Environmental Health_ Division _ Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # SF-M 50fz-& Well # Date: IZ116115 Reviewer: ESTABLISH VEGETATIVE COVER NATIVE BACKFILL 19-8" INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER TYPICAL BED DETAIL SECTION VIEW A m J 3„ EXISTING GRADE tl2 1.31 „PROPOSED TOP OF SEPTIC FIELD 10.31 P �, EDE�EFT M 0 S .CL 9. 1 24" WSWT Z31 BEFORE YOB DIG ITBTHEIAYN i-eowaz<no 1 AND 3'-T' TO T'-0' VERBY W/ PLAN LER VERIFY W/ PLAN VE W/ PLAN TYP. FIRST FLOOR ARCH DETAILS U.O.N. NOTE. L WHEN AN S' OR 12, RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2'-09, TREY NEED TO ALL HAVE THE LAR3ER RADIUS. 2. ALL NON -CASED WALK-THRU OPENING6 TO BE ARCHED. SEE DETAIL ABOVE FOR SPECIFIC CONDITIONS. EXTERIOR WALL BF3s. HEIGHTS 10'® I 30' HIG COMER TOP — BON TOP Or BOND BEAM W SUPPORT P06T AND SKIRT PER CABINET DOUBLE TOP PLATE , L.B.W.MANUFACTURER _ _ �' PARTITION WALL 3 ELM OUTLET STAIR DATA PER ELEC. CODE AT PARTITION END 20 RISERS c T 1/16, QA KITCHEN ISLAND IS TREADS ® 10' FLOW—THRU SEE SHEET D5 FOR STAIR SECTIONS AND DETAILS COUNTER TOP FIRE 1 DRAFT STOP - 2X4 NAILER FOR STOP 3/4' SUB FLOOR �IArT PRE-ENG. FLR T1a156 ;wF St Lucie County Health Department Environmental Health Division ELEV. VIEW Site plan Approved for Construction PRE-ENG. FLR TRUSS Supersedes Ali Previous plans for 2X4 NAILER FOR ��/Site ��IS{/ /1 ` i■ell OS DRAFT STOP 1 L/S 7lv' Date. �U DRAFT STOP 1 PRE-ENG. FLRRI1 T56 �1 Reviewer. I IdAa I DRAFT STOOD— tl _ 1 1 PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FLAN ]ELEVATION "D" SCALE: 1/4" = V-0" Or-------------------1 TMI' A v I------------------------ I v I I I I n I CLUB RM. i i i I I i i 1 I Ig'_4, I s COVERED i 01 r� 2 -2 /—CONCPAVERS II'-3• 10'_11• v m A cal FAMILY ROOM (OPEN TO ABOVE) zr-e cLG 0 I — I I p_5' 19'-II' O in s - O mL--------------------K L 10'-6 3/8' CLC. - - - --- m - - 1 4'_1• Q _0• 2�_5^ 15'-I- 2' il'-0' '-41rz 6'-01/2' B' I e r0 g'-e' ci e' l0'-6' I I s w-6' CLG. e GLA P-m Irz I I z'-5' g'-6' cL.G. o s z'-5' I G g 13 ,q I CASUAL DEN ® j 9 I I i I m DINING _ IV -a- GLG, 0 70 I 3'-4' 01cL3Cs/.ei 12'-4' I -3 112 10'-8' GLC. 9 6' RECESS AT SHWR -0` '1'�' ,-g'R. ARGFi --7 - -WDR 10'- e, O 11 2'_4, \ / / iV cLr�z _ O SCAT AFETY GL 6HOWER �9 C 3' - \ \ 1 _ C , ENCLO. 4' -r \\ \—_��i'\\`C��i/ice 4' -�, 3'® `f 4. ddll '-6. S.A. 7� ( EN TO ABOVE) 3_0— i0 D�RS A 6'-T Irz' 4'-0' �\ C \��� 21'_e• GLG. SKIRT —UPPER R-64 :r 9'-4' AT 7 / V' O _ 7/ TRAY TO \ , =8 r 22'-4' GLG. m• r' _ C PER GAB. PEGA MANUR NUF. KITCHEN CA5INET5 _ FLAT HD ____�I ¢1R6-'_9' Ir.-_-- f� r ;;4 ION I (Tyr. 42. e� _ '-111/1' _� ER 5'-II' I UNAJ r AHU _ �2 CON�T. 0 OF CLG. 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PAVERS I e n I� I ; 5'-6' LL v m 5TORAGE AREA `0 -I �- :n J B 4'-6 '-6' I 15'-11 iiD \ 7F1D� BOLLA�, SEE 6TRUCT ABOVE WALL I C9 m •' Q t --_-- ------------- -ABOVE WALL S' _---_---69/8'CLG f0'-e'GLCs. _ARC_ R-IILA- 4' 5 SH o 16' V 20 MM. FR , E+ Y �- 4LINE O. V-0' SSTOOP ENTRY B T LINE or- WALL d5NM ® ABOVE T COL. tl'P: � f LAP SIDING O j ! =� r2Tx30 I F2zR3D- - -- ----- - IATTIG I L�99, LAGCEG6J GARAGE 1 GAR6AGE 6 m - � a 5/B' TYPE 'X'� R �a 5/e• TYPE 'X'� DRYWALL W/ R-I9 DRYWALL W/ RAS . 0J5ULATION ABOVE W511LATION ABOVE 0 0 43 O COU S WALL W/ GRD ATE 13 0) LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngmup.mm AA A: 0003325 DR E,ING BY: A.B. DESIGN GROUP DRAFTING ING 1191 FAST NEWPORT CENTER DRIVE, SUITE207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE F� O x L) Qzz� F L;—j 14 3UIDDIV 8e LOT: RIVERBEND LOT #21 170 MPH EXP. C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE STRING: RIGHT PAGE: FIRST FLOOR PLAN ARCFQTECT+ STATE OF Fia" JASSNO CANNYELL AR 12D7e PLAN 05/19/2015 n e Tr.•,