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HomeMy WebLinkAboutHealth Department Septic Approval �T1~�� • rr,, //�� �� �LICATION #:AP1233521 ; STATE OF FLORIDA I V V� PERMIT #:56-S F-1751360 ; • , DEPARTMENT ,OF HEALTi] DOCUMENT #:F11160045 pi ONSITE SEWAGE TREATEIEi•T AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:07/20/2017 RECEIVED FEE PAID:140.00 APR Z 3 2018 RECEIPT #:56-P I D-3302939 APPLICANT: RJ Newman Enterprises LLC RprMitting Department AGENT: Mike DiFrancesio(DiFrancesio Construction Inc.) St Lucie County PROPERTY ADDRESS: 2275 Brocksmith Rd Fort Pierce, FL 34945 LOT: 2&3 BLOCK: 2 SUBDIVISION: McHurlen Farms IDI): 2320-501-0018-000-6 CHECKED [X] ITEMS ARE NOT IN CO'e4PLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1090.00 [21 483.00 [ ] [27] SURFACE WATER FT [ ] [021 TANK MATERIAL Polyethylene [ ] [281 DITCHES FT [ ] [03] OUTLET DEVICE [ ] [29] PRIVATE WELLS 100 FT [ ] [04] MULTI-CHAMBERED [ Y 1•I ] [ ] [301 PUBLIC WELLS j FT [ ] [05] OUTLET FILTER PolylokPL-68 [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND 1. 70-143-11DC3 2. 70-143-54SC4 [ ] [32] POTABLE WATER 75 FT [ ] [07] WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 5 FT [ ], [08] LEVEL [ ] [34] PROPERTY LINES 100 FT [ ] [091 DEPTH TO LID [ ] [35] OTHER j FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [10] AREA [11 669.2 [21 SQFT [ ] [361 DRAINFIELD COVER [ ] [111 DISTRIBUTION BO), HEADER X [ ] [37] SHOULDERS [ ] [121 NUMBER OF DRAINLINES 1. 6_OQ 2. [ ] [38] SLOPES [ ] [131 DRAINLINE SEPARATION [, ] [39] STABILIZATION 02/27/2018 j [ ] [14] DRAINLINE SLOPE [ ] [151 DEPTII OF COVER ADDITIONAL INFORMATION ( ] [16] ELEVATION [ ABOVE / Ilr:r.ow ]BM 10.00 [ ] [40) UNOBSTRUCTED AREA [ ] [171 SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ ] [18] DOSING PUMPS 1.00 [ ] [42] ALARMS � [ ] [19] AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ ] [46] FINAL SITE GRADING [ ] [221 FILL AMOUNT [ l [47] CONTRACTOR MICHAEL W STUHR,(ASHTO [ ] [231 FILL TEXTURE [ ] [48] OTHER INFILTRATOR Quick4 Plus EQ36 LP [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [. ] [49] TANK PUMPED [ ] [26] REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED & FILLED Comments: Comments are on page 2. I j CONSTRUCTION t APPROVED / St. Lucie CHD DATE: 08/02/2017 D7:SAIII.ROVED Environmental Specialist II Bri gram(ENVIRONMENTAL HEALTH) i I FINAL SYSTEM [ APPROVED pl,;AhPI20VED 1 : E St. Lucie CHD DATE 02/2 2018 } nvironmental Specialist II BrI Ingram(ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) I ; DH 4016, 08/09 (Obsoletes alllprevious edit.l.ons which may not be used) i Incorporated: 64E-6.003, FAC Page 2, of 3 EH Da:..';:::.:: i. ,i AP1283521 EID1751360 sxy • �LICATION #AP1283521 ; 'r•ar"; STATE OF FLORIDA PERMIT #:56-SF-1751360 DEPARTMEIJ?T� of HEALTH DOCUMENT #:F11160045 AND DISPOSAL SYSTEM t 5 , ONSITE SEL•7t�C,. TRL''A '-,1Eid_' CONSTRUCT I01N INSPEC IOI'i AND FINAL APPROVAL DATE PAID: O7/2O/201'7 �`�,► y ' FEE PAID:140.00 RECEIPT #:56-PID-*2939 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 400 gpd.New ST DT and DF installed. Liberty 1/3 hp pump. 6x10 chambers long. No violations,system ok to cover. Contractor notified by prone. Needs final inspection for mound system,alarm check,and final grading.Well inspected at construction inspection. New ST and DT installed to pump to shared DF. New 1090 70-143-11 DC3 ST and new 483 70-143-54SC4 DT installed.New Liberty 1/2 hp pump installed. No violations, final system approved. Contractor and building department emailed final approval. I I I i i DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, rAC Page 2 of 3 EH Dal:' 4.1 AP1283521 EID1751360 • ttb �LICATION #.AP128352'1 STATE of FLORIDA PERMIT #:56-SF-1751360 ai DEPARTMENT 'OF HEALTH DOCUMENT #:FI1126949 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 07/20/2017 CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE .PAID: •��°Q��- FEE PAID:I40.00 RECEIPT #:56-PID-3302939 APPLICANT: RJ Newman Enterprises LLC AGENT: Mike DiFrancesio(DiFrancesio Construction Inc.) PROPERTY ADDRESS: 2275 Brocksmith Rd Fort Pierce, FL 34945 LOT: 2&3 BLOCK- 2 SUBDIVISION: McHurlen.Farms ID#: 2320-501-0018-000-6 I CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1090.00 [2] 483.00 [ ] [27] SURFACE WATER j FT [ ] [02] TANK MATERIAL Polyethylene [ ] [28] DITCHES FT [ ] [03] OUTLET DEVICE [ ] [29] PRIVATE WELLS 100 FT [ ] [04] MULTI-CHAMBERED [ Y N ] [ ] [30] PUBLIC WELLS ! FT [ ] [05] OUTLET FILTER Polylok PL-68 [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND 1. 70-143-11DC3 2. 70-143-54SC4 [ ] [32] POTABLE WATER 75 I FT [ ] (07] WATERTIGHT [ ] [33] BUILDING FOUNDATIONS 51 FT [ ] [08] LEVEL [ ] [34] PROPERTY LINES 100 FT [ ] [09] DEPTH TO LID [ ] [35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [10] AREA [1] 669.2 [2] SQFT [ ] [36] DRAINFIELD COVER [ ] [11] DISTRIBUTION BOX HEADER X [ ] [37] SHOULDERS [ [ ] 12 NUMBER OF DRAINLINES 1, 6.00 2. [ ] [38] SLOPES] [ ] [13] DRAINLINE SEPARATION [ ] [39] STABILIZATION [ ] . [14] DRAINLINE SLOPE [ ] [15] DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM 10.00 [ ] [40] UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [18] DOSING PUMPS 1.00 [ ] [42] ALARMS [ ] [19] AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT I ] [20] AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ ] I461 FINAL SITE GRADING [ ] [22] FILL AMOUNT [ ] [47] CONTRACTOR MICHAEL W STUHRI(ASHTO [ ] [23] FILL TEXTURE [ ] [48] OTHER INFILTRATOR Quick4 Plus E06 LP [ ] [24] EXCAVATION DEPTH ABANDONMENT j [ ] [25] AREA REPLACED I ] [49] TANK PUMPED 14 [ ] [26] REPLACEMENT MATERIAL [ ] [50] TANK CRUSHED & FILLED i, Comments: Comments are on page 2. I � 1 CONSTRUCTION [ APPROVED / St. Lucie CHD DATE: 08/02/2017 DISAPPROVED ] ° EnvUo ental Specialist II Brian ngram(ENVIRONMENTAL HEALTH) FINAL SYSTEM I APPROVED / DISAPPROVED Lil/G' St. Lucie CHD TDT • 08/02/2017 Environmental Specialist 11 Br J Ingram(ENVIRONMENTAL HEALTH) (Explanation of Violations on following page) li DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC ! Page 2lof 3 E101751360 EH Database vI 1.0.1 AP1283521 *LicATioN #:AP1283521 f STATE OF FLORIDA PERMIT #:56-SF-175i1360 DEPARTMENT OF HEALTH DOCUMENT #:F11126949 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM '.y CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:07/20/2017, WE FEE PAID:140.00 j RECEIPT #:56-PID-3302939 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 400 gpd. New ST DT and DF installed. Liberty 1/3 hp pump. 6x10 chambers long. No violations,system ok to cover. Contractor notified by phone. Needs final inspection for mound system,alarm check,and final grading.Well inspected at construction inspection. ! 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 AP1283621 EID1751360 i I I i f i. j I I I i j I i PERMIT #:56-SF-1 751360 6F • APPLICATION #:AP1 283521 ' STATE OF FLORIDA r, + DEPARTMENTS OF HEALTH DATE PAID ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: ,�t SYSTEM RECEIPT #: • �ooy DOCUMENT #: PR1056862 I CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (RJ Newman Enterprises LLC) PROPERTY ADDRESS: 2275 Brocksmith Rd Fort Pierce, FL 34945 I LOT: 2&3 BLOCK: 2 SUBDIVISION: McHurlen Farms I [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 2320-501-0018-000-6 [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. i SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPDi SeDtic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE'INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 300 ] GALLONS DOSING TANK CAPACITY [67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps D [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND [ ]- -I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: FFE S patio Of barn I ELEVATION OF PROPOSED SYSTEM SITE [ 27.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 11.00 ] [ INCHES FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: C34.00] INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of- I ' 0 400 gpd. T Performing Lift Dosing. H Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor installing',the system is responsible for installing the minimum category of tank in accordance with E s.64E-6.013(3)(0, FAC. R SPECIFICATIONS BY: Brian J! Ingram TITLE: Environmental Specialist II I � APPROVED BY: TITLE: Environmental Specialist II St. Luciet CHD Brian J In DATE ISSUED: 04/07/20117 EXPIRATION DATE: 10/07/2018 i I DH 4016, 08/09 (Obsoletes all.previous editions. which may not be used) Incorporated: 64E-6.003, FAC' Page 1 of 3 AP1283521 SF1041333 I j i I 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. i i i I I I i I � I r I I j { 1 =r Lucie County Health Department ®i 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMIT'*:56-SF-1751360 BILL ooC#:56-BID-3368675 CONSTRUCTION APPLICATION#:AP1283521 RECEIVED FROM: DiFrancesio Construction Inc. AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 1238 PAYMENT DATE: 03/30/2017 MAIL TO: (RJ Newman Enterprises LLC) FACILITY NAME : PROPERTY LOCATION: 2275 Brocksmith Rd Fort Pierce, FL 34945 i 283 2 Lot: Block: Property ID: 2320-501-0018-000-6 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 OSTDS Construction Application and Plan Review,New 1 $ 100.00 123- OSTDS Construction Site Evaluation 1 $ 115.00 I 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 i i i i i y RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3206436 i I i S . Lucie County Health Department de `a 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH � PAYING ON: PERMIT# 56-SF-1751360 BILLDOC#:56-BID-3475215 CONSTRUCTION APPLICATION#:AP1283521 RECEIVED FROM: DiFrancesio Construction Inc. AMOUNT PAID: $ 140.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 07/20/2017 MAIL TO: (RJ Newman Enterprises LLC) FACILITY NAME : PROPERTY LOCATION: 2275 Brocksmith Rd Fort Pierce, FL 34945 2&3 2 Lot: Block: Property ID: 2320-501-0018-000-6 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - OSTDS Revision 1 $ 25.00 123- OSTDS Construction Site Evaluation 1 $ 115.00 i i i I i V ` RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3302939 i i j 2(FO STATE OF FLORIDA PERMIT NO. 56-sF 17S 1360 r !'" DEPARTMENT OF HEALTH DATE PAID: I ONS.ITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: yS;� SYSTEM RECEIPT #: APPLICATION 'FOR CONSTRUCTION PERMIT APPIrI_.CATION.FOR: [. j Ne'w Oyetem E. '] Existing System [ ] Holding Tank [ ] Innovative Abandonment [ ] Temporary [ ] APPLICANT: AGENT: 'DiEran«510 cr�v�C rvC�(ar Tm,- (mr( .d )Trraw n,_,))TELEPHONE: ��d2` „[O94957 i MAIDINGi ADDRESS: H u0 10-n y_5 r m-e 62 04�. T7-wL FTPN`e rc — 0 TOrBE^.COMEIiETED BY APPLICANT OR APPLICANTS AUTHORIZED AGENT SYSTEMS MUST=SB dONSVRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) .OR 489.552, FLORIDA STATUTES. IT IS THE APP.51CANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED. .(Mdt/DD/YY)• IF REQUESTING CONSIDERATION .OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY .INFORMATION, Lot:land_3 . , Btam. SUBDIVISION: 0y1 e n ��rwt5 PLATTED: .PROPERTY ID #: 3 a n .�n do 12 &9 d ZONING; I/M OR EQUIVALENT: [ Y I/ N ] I PROPERTY SIZE: IJJ7 ACRES WATER SUPPLY: [ p-j PRIVATE PUBLIC [ ]<=2000GPD [ ]>ZOOOGPD• i IS SEWER AVAXLABLE AS PER 38]...0.065, F:S7 I. Y /&] DISTANCE TO SEWER: �OR-I" FT PROPERTY ADDRESS: ,fir(jt1G4 JZID F7 Pi-fat 3`g t DIRECTION$ TO PROPERTY: 1cUy,L )pt r}kfi6y c h o 8 B r-e_ R D 'f' GIFFL Ora(KSYh)2'-1 IZ D _te d{i 2 4�f �(2 Pe rw( 2 ni r l-r•5 ©n Ly PT ��u� L{F T �r i Yea�iu 1 c r'S t� CynSTrvvf ran 5;��_� 0 FD (a 7vx FT 6-aI{ Cz i 5 6 6 3 jfa,.i e a h CJG.rn are r, m rd d(,e or- prop-6-1., BUTLDxNG ZOOMMTION [i/] RESIDENTIAL [ ] COMMERCIAL Unit Ty;-pe of No. of Building Commercial/Institutional System Design No Estahlishmerit Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 �JFYIGIt �2rr,;Ly 6Z•L em 2Q3 2 3 4. j [ ] F?10 .../Equipment .Drains [ ] other (Specify) l Vic_ �l. ,.�,.�--.-- DATE: SIGNATURE:' e. �"a�t-ZtJtrl' l DH 4015; 08/09 (Obsoletes previous• .editions which may not be used) Incorporated 64E-6.002', FAC Page I' of 4 1 STATE OF FLORIDA• APPLICATION # AP1283521 y ��,• DEPARTMENT OF HEALTH PERMIT # 56-SF-17;51360 I` ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1041333 Q SITE EVALUATION AND SYSTEM SPECIFICATION I i APPLICANT: RJ Newman Enterprises LLC CONTRACTOR / AGENT: DiFrancesio Construction Inc. LOT: 2&3 BLOCK: 2 I SUBDIVISION: McHurlen Farms ID#: 2320-501-0018-000 6 j TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUSTI PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [XIYES [ ]NO NET USABLE AREA AVAILABLE: 18.73 i ACRES TOTAL ESTIMATED SEWAGE FLOW: , 40O GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER-TABLE 2 ] AUTHORIZED SEWAGE FLOW: 28095,00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE:' 3000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT ` I BENCHMARK/REFERENCE- POINT LOCATION: FFE S patio of barn ELEVATION OF PROPOSED SYSTEM SITE 27.00 . [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES I [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON-POTABLE: ; FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: 1100 FT I SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES IX]N0] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD I SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Pineda sand USDA SOIL SERIES:Pineda sand Munsell#/Color Texture Depth Munsell#/Color Texture Depth 10YR 512 Sand 0 To 15 1 OYR 5/2 Sand 0 To 15 1 OYR 5/6 CMN/PRM:RF 8 To 15 1 OYR 5/8 CMN/PRM RF 8 To 17 2.5Y 6/3 Sand 15 To 23 2.5Y 6/3 Sand 17 To 24 1 OYR 6/6 Sand 23 To 30 1 OYR 6/6 Sand 24 To 30 1 OYR 4/1 Sandy Clay Loam 30 To 45 1 OYR 5/1 Sandy Clay Loam 30 To 51 HOLE CAVING Refusal 45 To 72 HOLE CAVING Refusal 51 To 72 OBSERVED WATER TABLE: 5.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 8 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 8.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR5/8 CMN PROM RF mottling>2%.starting in 10YR512 matrix at 8"in SB2. SB1 and SB2 27"below BM. DATE: 07/20/2017 SITE EVALUATED BY: Ingram,Brian e:Environmental Specialist II)(ENVIRONMENTAL HEALTH) DH 4015, OB/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 Of 4 v 1.0.2 AP1283521 EID1751360 i Property Card Page 1 of 1 5&-S r~- 17513(ocD Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. I Property Identification I � Site Address: j Parcel ID:2320-501-'0018- Account#: 174963 Sec/Town/Range: BROCKSMITH RD 000-6 20/35S/39E Map ID:23/20N Zoning:AG-5 Use Type:6000 Jurisdiction:Saint Lucie County Ownership Legal Description RJ Newman Enterprises LLC SUBDIVISION OF MC NURLEN FARMS BLK 2 LOTS 2 5410 Myrtle Dr AND 3(18.73 AC)(OR 3569-862) Fort Pierce,FL 34982 i I Current Values Historical Values 3-year Just/Market: $1-87,522 Assessed: $5,151 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $5,151 2016 $187,522 $5,151 $0 S5,151 2015 $187,522 $5,151 $0 $5,151 2014 $165,149 $5,151 $0 $5,151 Sale History Date Book/Page Sale Code Deed Grantor Price Primary Building Information Finished Area of this building:0 SF Gross Area of this building:0 SF Exterior Data View:. Roof Cover: Roof Structure: Building Type: Year Built:N/A Frame: Grade: Effective Year:2014 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 i Half Baths:0 Sprinkled%:0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air (SF): Gross Area(SF): Land Size(acres): Land Size(SF): Total Building Count: 1 I Special Features and Yard Items Type Qty Units Year Bit I ' This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2017 Saint Lucie County Property Appraiser.All rights reserved. i I I ±p://www.pasic.org/RECard/ 3/29/2017 PERMIT #:56-SF-1751360 Brr APPLICATION #:AP 1283521 STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID ON SITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: _ SYSTEM RECEIPT #: DOCUMENT #: PR1056862 CONSTRUCTION PERMIT FOR: OSTDS New t�/ APPLICANT: (RJ Newman Enterprises LLC) PROPERTY ADDRESS: 2275 Brocksmith Rd Fort Pierce, FL 34 ,40", LOT: 2&3 SUBDIVISION: BLOCK: 2 M"6Hurlen Farrr]s ,[�SECTI DT yTO�ijNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: �2320-501-0018-000-6 '� ' ''[OR ID'� ER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SP I C�TIONS AND STANDARDS OF SECTION }:,ram' 381.0065, F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT PROVAL 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 Septic new CAPACITY A [ ] GALLONS / GPD .N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 300 ] GALLONS DOSING TANK CAPACITY [ 67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ ] D [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A S TEM A TYPE SYSTEM: [ 7 STANDARD [ ] L- D � 7 X]x 0i�Ni3 I CONFIGURATION: [ 7 TRENCH [X] B F LOCATION OF BENCHMARK: orange spot top of 69degD vigil a how . siI S of system I ELEVATION OF PROPO D S`YST ,NIIT ' Y'` 4.00 ]iM SHE =,t, r T BOVE BELOW BENCHMARK/REFERENCE POINT �.� � t� FERENCE�POINT ram': E BOTTOM•OF DRAINFIE B$tf t {( J l?t I7.00 ] [ INCHES FT ] [ABOVE BELOW BENCHMARK/RE L fr: V i iptii ii?1 v' f i Y+ , D FILL REQUIRED: 01 •."Nc; S� i } EXCAVATION REQUIRED: [ ] INCHES The system is sized for 3 edroo r th of aXuri'u�ri occupancy of 6 persons(2 per bedroom),for a total estimated flow of 0 400 gpd. T Performing Lift Dosing. H Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with E s.64E-6.013(3)(f), FAC. R SPECIFICATIONS BY: Brian Ing TITLE' Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J Ing DATE ISSUED: 04/07/2017 EXPIRATION DATE: 10/07/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) P ge ;l of 3 Incorporated: 64E-6.003, LAC v 1.1.A AP1283521 SE1029716 i i NOTICE OF RIGHTS A party whose substantial interest 's.affected by this order may petition for an � N 1r2Q57 Florida Statutes. Such administrative hearing pursuant to seoti ns 1 J09 Ip',"d ,q " " � proceedings are governed by Rule 28�(Or F� i a�A isrsat�e Code. A petition for ' �" b = e et by the Agency Clerk for the administrative hearing must be in writi. nd u �, R, Department, within twenty-one (21) dey,A�frorrl tt� reip:n f{t s order. The address of the Agency Clerk is 4052 Bald Cypress Way, BI N�A�02,FTaallisee, 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 tiling 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. r,r F Sf fG4� f ry }t / rzy iI i STATE OF FLORIDA 9 APPLICATION # AP1283521 DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT # 56-SF-17 51360 SITE EVALUATIO AND SYSTEM SPECIFICATION DOCUMENT #.SE1029716 4;X, Ao APPLICANT: RJ Newman Enterprise." xs' "3 CONTRACTOR AGENT: DiFranc/ ctrATrUA lno,� LOT: 2&3 All, 2 SUBDIVISION: MCHurlen Farms 0-501-0018-000-6 TO BE COMPLETED BY ENGINEER, HEALTH DEP 'teLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST' PROVIDE V-1- EMP REGISTRATION NUMBER AND SIGN AND SEAL EACH pAGE-Or SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: C X I YES ]NO NET USABLE AREA AVAILABLE: 18.73 1 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY RESIDENCES-TABLET I/ OTRER-TABLE 2 AUTHORIZED SEWAGE FLOW: 28095.01 GALLONS PER D 2500 GPD/ACRE -4!1 �C GPD/ACRE OR UNOBSTRUCTED AREA AVAILABLE- 4, 5000.00 SQFT 4 STA C 1EA REQUIRED: 1000.00 SQFT la m BENCHMARK/REFERENCE POINT LOCATION: orange spot icplp 6 de L ee,V ell ri QbO N side. S of system ELEVATION OF PROPOSED SYSTEM SITE 24.00 1 ES jE I BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: — FT DITCHES/SWALES: 25 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC:— FT LIMITED USE: FT PRIVATE: 200 PT NON-POTABLE: 200 FT BUILDING FOUNDATIONS: 200 FT PROPERTY LINES: 35 FT POTABLE WATER LINES: 200 FT SITE SUBJECT TO FREQUENT FLOODING? ]YES [X ]NO 10 YEAR FLOODING? [ ]YES X I NOj 10 YEAR FLOOD ELEVATIO FOR SITE: FT MSL NGVD I SITE ELEVATION: FT C MSL NGVD SOIL PROFILE INFO ITE I SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES Pil"p- d,jsanA c u USDA SOIL SERIES :Pineda sand Munsell#/Color ,( Tqx �!:. Depth Munsell#/Color Texture Depth 1 OYR 4/2 0 To 5 1 OYR 4/2 Sand 0 To 5 1 OYR 512 Ai TO 9 1 OYR 511 Sand 5 To 14 I OYR 6/2 _`Tind/, 4 X" I OYR 612 Sand 4 To 26 I OYR 5/2 Sand'�/' IW�' 24 To 37 1 OYR 5/1 Sand 26 to 37 1 OGY 6/1 Sandy Loam 37 To 46 1 OG 6/1 Sandy Loam 37 To 45 5GY 6/1 Loamy Sand 46 To 57 5GY 6/1 Loamy Sand 45 To 60 5GY 611 Sand 57 To 72 5GY 6/1 Sand 60 To 72 f OBSERVED WATER TABLE: 46.00 INCHES W11 �11d!GRADE TYPE: [ ABOVE APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION: �jNCjj S ABOVE EXISTING GRADE HIGH WATER TABLE VEGETATION: ]YES I X I FiR Iv.10 TL47G X I YES ]NO DEPTH: 17,00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: E I TRENCH [X] BED OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS,soil borings,and local topography. 10YR712 and 10YR711 stripping in 10YR612 matrix>10%wl diffuse boundaries starting at 17"in SBI. SB1 24"below BM.S132 23"below 8k �07 SITE EVALUATED BY: 0_11��i DATE: 04/0,5/2017 Ingram,Briantie:Environmental Specialist 11)(ENVIRONMENTAL HEALTH) DH 4015, 08/09 (obsoletes f�hib may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1283521 EID1751360 v 1.0.2