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Home My WebLink AboutHealth Department Septic Approval APPLICATION #:AP1275063 STATE -OF FLORIDA PERMIT #:56-SF-1738623 DEPARTMENT OF HEALTH DOCUMENT #:F11142490 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:02/08/2017 - °an WEK:i_ APPLICANT. Standard Pacific of Florida GP Inc AGENT: The Milcor Group, Inc. PROPERTY ADDRESS: 13306 NW Baywood PI Palm City, FL 34990 LOT: 38 BLOCK: Permitting Department SUBDIVISION: Riverbend ID#: 4425-703-0043-000-8 St. Lucie County, FL CHECKED [XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [11 1250.00 [21 483.00 [ ] [271 SURFACE WATER FT [ ] [02] TANK MATERIAL Concrete I ] [28] DITCHES FT ( ] [03] OUTLET DEVICE [ ] [29] PRIVATE WELLS FT [ ] [041 MULTI-CHAMBERED [ Y N ] [ ] [301 PUBLIC WELLS FT [ ] [051 OUTLET FILTER POlylok PL-68 [ ] [31] IRRIGATION WELLS FT [ ] [061 LEGEND 1. 28-015-16DC3 2, 70-143-54SC4 [ ] 1321 POTABLE WATER , 10 FT [ ] [071 WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 7 FT [ ] 1081 LEVEL [ ] [341 PROPERTY LINES 23 FT [ ] 1091 DEPTH TO LID [ ] [35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [10] AREA [1] 769.76 121 SQFT [ ] [361 DRAINFIELD COVER ( ] [111 DISTRIBUTION BOX HEADER X [ .] [371 SHOULDERS [ ] [12] NUMBER OF DRAINLINES' 1. 4.00 2, [ ] [3B] SLOPES [ ] [13]. DRAINLINE SEPARATION [ ] [391 STABILIZATION [ ] 1141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM 20.00 [ ] [401 UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [181 DOSING PUMPS 1.00 I ] [421 ALARMS [ ] [191 AGGREGATE SIZE [ ] [431 MAINTENANCE AGREEMENT I ] [20] AGGREGATE EXCESSIVE FINES [ ] [441 BUILDING AREA [ ] 1213 AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL I ] [46] FINAL SITE GRADING [ ] [22] FILL AMOUNT I ] [471 CONTRACTOR Brian Davis(Brian Davis Sept [ ] [23] FILL TEXTURE [ ] [481 OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [49] TANK PUMPED [ ] . (261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED 6 FILLED Comments: Comments are on page 2. on f CONSTRUCTION [ APPROVED / DISAPPROVED )° Environmental Specialist II 819 ri Ingram(ENVIRONMENTAL Lucie HEALTHD DATE: 09115/20171 //I FINAL SYSTEM [ APPROVED / DISAPPROVED ): St. Lucie CHD DATE: 11/20l2017 Environmental Specialist II Bria VIngram(ENVIRONMENTAL HEALTH) ! (Explanation of Violations on following page) I 9 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) E� Incorporated: 64E-6.003, FAC Pa' If 3 EH Database v 1.0.1 AP1275063 EID1738623 APPLICATION #:AP1276063 } R° STATE OF FLORIDA PERMIT #:56-SF-1738623 E ' DEPARTMENT OF HEALTH " DOCUMENT #: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM F11142490 CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE 2AID:02/08/201 /7 FEE PAID:400.00 RECEIPT #:56-P1D-3182132 Violation Number Comment Comments The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of 460 gpd.Permit voided and reissued as trench after inspection. New ST OT and 417 drainfield installed. No violations,system ok to cover.Contractor notified by phone. Needs final inspection for mound system,grading,and alarm check. No violations.Final system approved. Contractor and building department emailed final approval. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1275063 EID1738623 PERMIT #:56-SF-1738623 AP 1275063 M i I, i� ) APPLICATION # ^" STATE OF FLORIDA 4 DATE PAID: � }4+F• •� ...r�4` DEPARTMENT OF HEALTH j - ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT # y � DOCUMENT #: PR1049240 CONSTRUCTION PERMIT FOR: OSTDS NEW "le Copy ir ,jAi-PLICANT: (Standard Pacific of Florida GP Inc) PROPERTY ADDRESS: 13306 NW Baywood PI Palm City, FL 34990 LOT: 38 BLOCK: SUBDIVISION: Riverbend PROPERTY ID #: 4425-703-0043-000-8 [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 [ 1,200 ] 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 [ 767 ] SQUARE FEET Drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: NAIL IN CURB NEAR CENTER FRONT I ELEVATION OF PROPOSED 'SYSTEM SITE [ 12.00 ] [ INCHES FT ] [ ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 18.00 ] [ INCHES FT ] [ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [24.00] INCHES EXCAVATION REQUIRED: [ 60.00 ] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of 0 460 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)(0, FAC. E R SPECIFICATIONS BY: Bria avis TITLE: _ Master Septic Tank Contractor APPROVED BY: IT Env. S 11 St. Lucie CHD Victor Mconti DATE ISSUED: 02/13/2017 EXPIRATION DATE: 08/13/2018 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 AP1275063 SE1022769 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. .,j St. Lucie County Health Department d 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMIT#:56-S F-1 738623 BILL DOC#:56-B I D-33441 11 CONSTRUCTION APPLICATION#:AP1275063 RECEIVED FROM: The Milcor Group, Inc. AMOUNT PAID: $ 400.00 `PAYMENT FORM: CREDIT CARD PAYMENT DATE: 02/08/2017 ;MAIL TO: (Standard Pacific of Florida GP Inc) FACILITY NAME : PROPERTY LOCATION: 13306 NW Baywood PI Palm City, FL 34990 Lot: 38 Block: Property ID: 4425-703-0043-000-8 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 -OSTDS Construction Application and Plan Review,New 1 $ 100.00 126- OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127- OSTDS Construction System Inspection 1 $ 75.00 128- OSTDS Construction System Inspection Research Fee 1 $ 5.00 133- OSTDS Construction Reinspection 1 $ 50.00 -1 - Surcharge (All) 1 $ 15.00 -1 -OSTDS New Permit Surcharge 1 $ 100.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3182132 STATE OF FLORIDA PERMIT NO. 1?31-41Z DEPARTMENT OF HEALTH DATE PAID ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: • [X] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] 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: 38 BLOCK: SUBDIVISION: Rlverbend PLATTED: Yes PROPERTY ID #: 4425-703-0043-000-8 ZONING: PUD I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 13306 NW Baywood Place, 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 Radciirray. I� 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 3 3518 2 3 4 0�� !ii �``,P G R_ C� e *sii [ ] Floor/E i ai s [ er 5( i£y) r r SIGNATURE: •: CL a DATE: •� DH 4015, 08/ (Obsoletes previotM,gditiqb„�p,AiRl ma�n�ot be used) Incorporated 64E-6.001, FAC i �•'• ' QP'�� Page 1 of 4 �es�s$.s S j OWN STATE OF FLORIDA PERMIT DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT- 5 (� D I AGENT:. LOT 3�5 BLOCK: ,/Z� SUBDIVISION• v-✓ v 'PROPERTY ID #: Lf U Z S -7J"3- QV -() (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 [ ] NO NET USAB7 �- ILABLE: ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY RESII9E C�i. E�/OTHER-TABLE2] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE 2500 GPD/A ] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SOFT BEACMDUM/REFERENCE POINT .LOCATION: 17�� 2� � (� Cw•3 -G4r' �"'� ! V G i- Cu ELEVATION OF PROPOSED SYSTEM SITE IS 446 8NC /FT] /BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SET 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: [ j YES [ ] NO 10 YEAR FLOODING? [ ] YES K] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION `: y FT MSL/NGM SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 MUNSELL #%COLOR TEXTURE DEPTH, MUNSELL #/COLOR TEXTURE DEPTH _ ' (� U� (-�v u l Y� TO �( TO C. to v�� TO / TO 6 O L r^ TO 4 6 TO 2— TO 4::�64 l (�-' S-q TO 7' TO TO TO TO TO TO. TO TO USDA SOIL SERIES: .5 j(4 4, gat USDA SOIL SERIES: r OBSERVED WATER TABLE: 60 INCHES [ABOVE / L EXISTING GRADE: TYPE: PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE AE: �a EXISTIN GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ NO TILING: [*YES [ ] NO DEPTH: /6INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: v F? DEPTH OF EXCAVATION: o INCHES DRAINFIELD CONFIGURATION: [ TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/AD ITIOr�t CRITERIA:. j /� Lr" c Tit �( "fv� a 1 - U y SITE EVALUATED BY: (f( DATE: DH 4015, 08/09 (Ob oletes previous editions which may not be used) Incorporated: 64E-6.001,FAC Page 3 of 4 File Copy STAMFORD 1 � fGa T H E 6519 MODEL ALCLEIGxGFGGP uRaAMTlxa 1p N�c wnMH>r«G FOR: STANDARD PACIFIC HOMES ° Making You Right At Home 825 CORAL RIl:)C,E EDR. CORAL SP19INC31S, PL 33701 (c'T T.P(954)575-7300 -STATE OF FLORIDA SQ.FT. CALC.'s INDEX OF DRAWINGS n CERTIFIED BUILDING CONTRACTOR: ' GWHtl HtEv.'o• "° °' SHEET DESCRIPTIONS W U STANDARD PACIFIC HOMER IT LLI 025 CORAL RIDGE DR. ��' PG Cl-COVER PAGE PG SO-FOUNDATION/FLOOR PLAN AND COLUNN9 ELEV.'D' CORAL SPRINGS FL,33701 PO Al-LOO RAL.NOTES PG 9l-LIEN BEAN PLAN AND NOTES ELEV.'D' ® a. PO Al-EIDER PLAN D SCHEDULES PO SDI-GENERAL NOTES AND DETAILS TEL. (854)676-730D PO AID-ELEVATION D'FRONT k PEAR PO 902-DETAILS ntv. A•u ' ro,4 6LEv.•0 AMA A4IT. pC AID ELEVATION'D'LEFT k RIGHT PG A4D-DETAILS ELEVATION'D' PG DI-DOOR k WINDOW DETAILS RIVERBEND PG D2-MONOLITHIC WALL SECTIONS k NBC.DETAILS LOT# 38 PG EI-ELECTRICAL PLAN •STATE OF FLORIDA PC ELL-ELECTRICAL SCHEDULE h NOTES PROFESSIONAL ARCHITECT: PG PL-PLUMBING PLAN ors JAMES CANTWELL pG MI-MECHANICAL PLAN SCHEDULE PR03303.038 AR NO. 12079 A.B.DESIGN GROUP,INC. STAMFORD II 6519 1441 NORTH'RONAID REAGAN BLVD. FLORIDA LONGW00) 74-607 32750 QH In uCle G'O ELEV. "D" Tel:(407)T74-807B St.L eo,c Bm Fe::(407)774-4070 Site p Environmental He Unty P�$RIGHTNG DESIG R IA: Supersedes Approved for alth •FLORIDA FREDPREVENTIONFCODE 2014 OSTDS 3 es All Previous SiteStrUCtlOn PAGE ' .FSCR 2014.NATROIAL 6TNRE�ITION ELCODE ECTRICAL PROYBION2011 ISN l 4,ans for . ALL IIICAL AND STATE CODES Date, •�J ^ &IA/etl/�L �1� Apn evoewe'r •OCCUPANCY -RESIDENTML,GROUP RD •CONSTRUCTION TYPE -VB edjewer: •MB.INTERIOR FINISH -CLASS B • HNeTe DP RnRoe •BASIC WINO SPEED(v-) l•N NH EGO➢AEC •l-STORY RESIDENCE •2-STORY RESIDENCE -YA%.HEIGHT AS PER LOCAL AND STATE CODES •SEE STRUCTURAL DRAWING'FOR MGM INFO P YAM90Pl AIiO HO IA oA nu CeFTW ONO u N NIGH Vp.G4rt M A eT�A10N BASH ON OeAFfee eN Poe •WNSGAY ANe HOBO. - ....: A9 xorsD �C1 m 9tie D� r.d r.r oW ..•,�..• a �D•.°• ' d, .'.d..' oW DL•.,a• a �+• .:d• �r.o• fGZ-0__ C --va __ � D�VAER�ED � m _____ _______ O L�dm°rA.A. g d NDOWS° Ar rudrtvr sm , o•' s �' 1 7 S;A$11AIL ALD®ION opD°I r.a• v I DINING DPAfTINDINom ®KITCHEN ISLAND y{ i pMRAAS�TnER ._ »•..• . �r..� ° FLOW-THRU 3 -�r 7e' i . wy , �d COUNTER TOP „ r.y.rr I L----------------- F "A - 0 mAneNu vuA� , II l ® @• °`�� m.i FpA�M�ILMY i ewii ' w o� 1 9 jl I� a .nvs.ereors„woro. rLcvnn°e°M°raa A'`°'4 i i I u ' 9L`P° i i i i°.a rmWR KnTLHEf1 "c R . - .aIN - - BEDROOM •� AIwe :dt',u:a•nl nFN m ..ur DODR Nores: raF HAT a °•i RIVERBEND LOT# 38 log A wn oa°rcv..L w�ouenv°oR °'0• p : f 1yi ,`mrD.� o°evxM SENTRY TOWER PLAN .sALe.w.,o STAMFORD II 6519 Ell •D,• ..w ' ;I An F17No h epCNO�VR.y pe i rw or w.ewwv p GARAGE aanro wos. 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