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HomeMy WebLinkAboutD O H PAPERWORK1-1v(0 -Ord STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 1CONSTRUCTION PERMIT FOR: APPLICANT: Tprm Hpl,iar 'PROPERTY ADDRESS: LOT: PERMIT #:56-SF-1887919 APPLICATION #:AP1370779 RECEIVED JUN 10 2019 Permitting Department OSTDS New St. Lucie county 6401 S Indian River Dr Fort Pierce, FL 34982 BLOCK: SUBDIVISION: DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1170280 SCANNED BY St. Lucie County PROPERTY ID #: 3412-123-0001-000-9 [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 HULL 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 900 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD NIA CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ I GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps D [ 250 ] SQUARE FEET R ( ] SQUARE FEET A TYPE SYSTEM: [X] I CONFIGURATION: [X] N F LOCATION OF BENCHMARK: Drainfield new SYSTEM N/A SYSTEM STANDARD [ ] FILLED [] MODND TRENCH [ ] BED [ ] Site BM nail in tree SE of sysl I ELEVATION OF PROPOSED SYSTEM SITE [ 11.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 41.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT M t U.uu J INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of 200 gpd. The licensed contractor installing the system is responsible for installing the minimum categorAE g[L�1.�6 L&Wedg[i s. 64E-6.013(3)(0, FAC. =CtldVV W.-Ei 1ruR NOT TO BE MORE THAN 30" OF COVER OVER DRAINFIELD CODE COMPLIANCE �Te LUCIE COUNTY SPECIFICATIONS BY: Brian J I5g2J am TITLE: Environmental Specialist II APPROVED BY: ! _� /�'�j TITLE: Environmental Specialist II St. Lucie CHU Brian J Ing/r/p OA^E ISSUED: 1110712018y EXPIRATION DATE: 05/07/2020 DE 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 AP1370779 SE1120255 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. St. Lucie County Health Department riitric?u 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMITa:56-SF-1887919 13ILLDOC#56-BID-4005977 CONSTRUCTION APPLICATION 9: AP1370779 RECEIVED FROM: Stephen J Brown Inc AMOUNT PAID: $ 515.00 _ PAYMENT FORM: CHECK 22519 PAYMENT DATE: 10/26/2018 MAIL TO: Terry Heizler FACILITY NAME: PROPERTY LOCATION 6401 S Indian River Dr Fort Pierce, FL 34982 1 Lot: Block: Property ID: 3412-123-0001-000-9 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3780929 pre ya. xy> STATE OF FLORIDA DEPARTMENT OF HEALTH -a ONSITE SEWAGE TREATMENT AND DISPOSAL ' SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: IY] New System [ .] Existing System [ ] Holding Tank [. ] Repair [ ). Abandonment [ ] Temporary APPLICANT: AGENT: .i MAILING ADDRESS: i L( PERMIT DATE PAID; Q FEE RECEIPT #: I ] Innovative [ ] L cp V .• TELEPHONE: �.- 34,,� l 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. 1 PROPERTY INFORMATION ' 1 3� sd A O Lam',_______________o==== LOT; BLOOR: SUBDIVISION: PLATTED:' 3yk2_-i23-Comol_ nco-<j PROPERTY ID #: c� Z/ONING: I/M OR EQUIVALENT: [ Y 'U] PROPERTY SIZE: �� ll ACRES WATER SUPPLY: [ `T] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE ASPE/rR 381i.0065, FS? f[ Y /f DISTANCE TO SEWER: PROPERTY ADDRESS: 6:1 C ) ` � r ` e_i 'C�,\ ,, DIRECTIONS TO PROPERTY:S-z= i BUILDING INFOI,%tATION [Xl RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft _Table 1, Chapter 64E-6, FAC 2 3 4 E��,Ltz1"L^ 7�3r-> I ] Floor/Equipment SIGNATURE: DR 4015, 08/09 (Obaoli Incorporated 64E-6.00: P.o. A AT Ld C ] O,ffer (Specify) which may not be used) DATE: Page 1 of 4 STATE OF FLORIDA APPLICATION # AP1370779 DEPARTMENT OF HEALTH PERMIT # 56-SF-1887919 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1120255 APPLICANT: Terry Heiz(er CONTRACTOR / AGENT: Stephen J Brown Inc LOT: 1. BLOCK:. SUBn1VISION: ID#: 3412-123-0001-000-9 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: Ix ]YES [ ]NO NET USABLE AREA AVAILABLE: 1.91 ACRES TOTAL ESTIMATED SEWAGE FLOW: 200 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 2865.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 375.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM nail In tree SE 01 system ELEVATION OF PROPOSED SYSTEM SITE 11.00 [ INCHES / FT I [ ABOVE / BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 400 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 150 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 15 FT POTABLE WATER LINES: 50 FT SITR SUBoECT TO FREQUENT FLOODING? 10 YEAR 'FLOOD ELEVATION FOR SITE: SOTT. PROFTT.F. TNOnnMnmrnp [ ]YES (X]NO 10 YEAR FLOODING? [ ]YES IX]NOI FT [ MSL / NGVD I SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Paola Munsell #!Color sand Texture Depth I OYR 4/2 Sand 0 To 13 1 OYR 5/2 Sand 13 To 24 10YR 612 Sand 24 To 39 7.5YR 4/6 Sand 39 To 61 7.5YR 518 Sand 61 To 72 Munsell #/Color Texture I Depth 1 OYR 4/2 Sand 0 To 15 10YR 5/2 Sand 15 To 25 1 OYR 6/2 Sand 25 To 36 1OYR 516 Sand 36 To 66 7.5YR 5/6 Sand 66 To 72 OBSERVED WATER TABLE: 72,00 INCHES [ ABOVE / BEE] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 72 INCHES [ ABOVE / HELOW I EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES Ex ]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [XI TRENCH [ ] BED [ I OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA IIVSWT determined using USDA WSS, soil borings, and topographical observations. No WSWT indicators observed. WSWT below 72". SB7 15" below. SB211" below BM, SITE EVALUATED BY: DATE: 11/02/2018 Ingram, Brian IT[t� Environmental Specialist 10 (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions v h may not be used) Incorporated: 64E-6.001, FAC AP1370779 EID1887919 Page 3 of 4 v 1.0.2 11 ii %-sF t n7 j/ q APPLICANT'S NAiVIE: LEGAL DESCRIPTION: 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 pubIic 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 CERTMED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER a:\pagc2.fo 03 Property Card 56- JF- r�r o�7gr� Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address:6401 S Parcel ID: 3412-123-0001- Account#: 40617 Sec/I'own/Itange: INDIAN RIVER DR 000-9 12/363/40F Map ID: 34/12N Zoning: RE-2 Use Type: 0100 Jurisdiction: Saint Lucie County -Ownership Legal Description Terry L Fleizler 12 36 40 THAT PART OF N 100 FT OF FOL DESC PROP Karen E Hetzler LYG E OF FEC RR: BEG AT SE COR OF LOT I RUN W 28 6401 S Indian River DR CHS, TH N 7.36 CHS, TH E TO INDRIV, TH SLY TO POB- Fort Pierce, FL 34982 E6S)S S 225 FT AND LESS RD R/W- (1.91 AC) (OR 3909- 3 Current Values Historical Values 3-year Just'Market: $178,200 Assessed: $156,439 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $156,439 2018 $178,200 $156,439 $0 $156,439 2017 $322,900 $322,900 $0 $322,900 2016 $256,600 $256,600 $0 $256,600 Sale History Date Book/Page Sale Code Deed Grantor Price 08-29-2016 3909 / 0386 0001 WD Johns Geroge D $374,900 05-18-2012 3394 / 2802 0112 SP Sunhvst Mortgage Inc $215,000 05-15-2012 3394/2801 0112 QC Johns George D $100 Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF 'view: Year Built: 2018 Primary Wall: CB Stucco Bedrooms: 0 Full Baths: 2 Half Baths: 0 Roof Cover: Dim Shingle Frame: Story Height: 1 Story A/C %: 100% Heated %: 100% Sprinkled %: N/A% Exterior Data Roof Structure: Hip Grade: B No. Units: IN/A Interior Data Electric: MAXIMUM Heat Type: FrcdHotAir Heat Fuel: ELEC Total Areas Building'rype: HB Effective Year: 2018 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Tile -Ceramic Finished/Under Air 0 (Sr-): Gross Area (SF): 0 Land Size (acres): 1.91 Land Size (SF): 83,199.6 Total Building Count: I Special Features and Yard Items Type ' Qty Units Year Bit This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. Page I of I ttps://www.pasic.org/RECard/ 10/26/201 S �'��S i.� � � i�(� jk. �,`SSS [n y y i Y ry � � +i cn•tr .�y� _ ,np ~ f , .,.�,! � � . � • � .a x7 d f �3 Es Y: i } t(,S�'»W�i'K N �w�yw�d �`v d�N;. t �� �lA{'J � Y +,..:, � rr i 1 • h +it` i�4 'C f`"J•4���Kfi T� r [ � f Y43'r a. 4.�; a��ai i � I�'C-'.,fryiMiYyy�� J � 6=' . 3 y itF,Y rh•iu M�y��ad.�. ' �a.•1 _ tip �i' ♦ � 1 N:- - / r V i Y 4 y R 'i Z.�Yi•' [Ji > _ 7L � s JirJ Pis y b'HP-•.t:a\ l yi �.il J ., J - •, \ h. f ,!T r v` y P•�y.„ nwis 'r;,t, w"�ib�Y�+.'' [ ,,.• f .• ^ y • 4 + r� .4 ."`',y p'h'3fi+�r�;� ,i.,yy����yv�;,vyr. 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'' i nZ �� Y,�'���;w S✓Y f�,,7y.. „ .n ywy , '' w `' i =., ,k s}�i"TA� T:/•}x - ��• ysr i ` � U'y���i h Y 1..r �_ • 'ji• r 7 ,v;. t, ems,, __ . .., .'"a+t,. -c� ��^� i• _ e _ ., r' y 4 tir".j P ✓ wrr .'� i �.. _ � r „� �'. rt. � K1 .F a�ly'y i CNIV. .. s.c !t ;S "`�• �i,i '... . t ,-0 aat _F. � F-tti�.}5v^—....- �,J 5(9 -5r - ►�?7Tt� Custom Soil Resource Report Soil Map b/ 5]® 57U350 r7 o 510410 STNM A 70 510;ll 570530 5](D Nap Scale: 1:1,450 if printed on A landscape (Ir x 8.Y) sheet Meters 0 20 40 87 123 0 50 100 20D alpFeg Mapprojeton:Web Me for Con:ermordmates:WGS84 Edge ar: UFM Zone 17N WGS84 Custom Soil Resource Report St. Lucie County, Florida 28—Paola sand, 0 to 5 percent slopes Map Unit Setting Nationalmapunit symbol: 2tzwj Elevation: 0 to 100 feet Mean annual precipitation: 44 to 60 inches Mean annual airtemperature: 68 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Paola and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Paola Setting Landform: Ridges on marine terraces, hills on marine terraces Landform position (two-dimensional): Summit, ackslope Landform position (three-dimensional): Interfluve, side slope, riser Down -slope shape: Convex, linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 55 inches: sand 8/E - 55 to 60 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): Very high (19.98 to 50.02 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111 FL) Other vegetative classification: Sand Pine Scrub (R155XY001FL) Hydric soil rating: No 10 Custom Soil Resource Report Minor Components Apopka Percent of map unit: 6 percent Landform: Hills on marine terraces, ridges on marine terraces, knolls on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser, rise Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Longleaf Pine -Turkey Oak Hills (R154XY002FL) Hydric soil rating., No Astatula Percent of map unit: 5 percent Landform: Ridges on marine terraces, knolls on marine terraces, hills on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser, rise Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pomello Percent of map unit: 4 percent Landform: Ridges on marine terraces, knolls on marine terraces Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Side slope, interfluve, riser Down -slope shape: Linear, convex Across -slope shape: Linear Ecological site: Sand Pine Scrub (R155XY001 FL) Other vegetative classification: Sand Pine Scrub (R155XY001FL) Hydric soil rating: No 42—St. Lucie sand, 0 to 8 percent slopes Map Unit Setting National map unit symbol. 2tzwp Elevation: 0 to 70 feet Mean annual precipitation: 49 to 60 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition St lucie and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. 11 Custom Soil Resource Report Description of St. Lucie Setting Landform: Ridges on marine terraces, knolls on marine terraces, dunes on marine terraces Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Side slope, interfluve, riser Down -slope shape: Linear, convex Across -slope shape: Linear Parent material: Eolian or sandy marine deposits Typical profile A - 0 to 6 inches: sand C - 6 to 80 inches: sand Properties and qualities Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): Very high (19.98 to 39.96 in/hr) Depth to watertable: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111 FL) Other vegetative classification: Sand Pine Scrub (R155XY001 FL) Hydric soil rating: No Minor Components Paola Percent of map unit: 5 percent Landform: Ridges on marine terraces, hills on marine terraces Landform position (two-dimensional): Summit, backslope Landform position (three-dimensional): Interfluve, side slope, riser Down -slope shape: Convex, linear Across -slope shape: Linear Other vegetative classification: Sand Pine Scrub (R155XY001FL) Hydric soil rating: No Pomello Percent of map unit: 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Side slope, interfluve, riser 12 The Imperial a ern �p�q�p�q p UV 60 M r® 00-0® 0 r- Mn 1K M 1 O LL L------- I I I I 1 I BEDROOM #1 13'-5" % 11'-2" I I I I I NMI m mmY gm FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56• - 18 770 & Well # Date: 117la- Reviewer. . _ --- ------M WMD OVWMNGS—.------ Al( W m LIVING ROOM 19'-3' X 11'-S' Ts% S 600 Packard Court 0 Safety Harbor, Florida 34695 ■ Telephone (727) 726-1138 J'� www.jachomes.com/Floor—Plans L C1I 24" X 40"/84" (24' X 39'/40' INC. OPT. PORCH) 888 SQUARE FT. (948W/OPT. PORCH) N®m 0® Model IMP-6402A AQ,015 (ALL SIZES ARE APPROX.) DESIGNED FOR ZONES 11 & III F DOH in St. Lucie County 5 Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for The Imperial DOaSt DS #� S01C•rz ,g & Well # Revi er. r---------1'—t------srua•m awuMxa------------------1 Co 0 -1 O �® M C0 —® 00-0 n®f JAEN HO ES sM m M 871 I L I`L� IALMIN I LLLLLLLL I BEDROOM #2 I LL LLLLLLLLL ; L� 1o'—axe'—s 1 999 L•z (;„ ® LLLLLLLLL ' l I LL �/ LLLLLLLLL L I I LL L Lt'zLLLLL LLLLLLLLL ' PANI•Y LL 1N°' I p L-L- L I -L- LLU LLLLLLLLL LLL; LLLLLLLLLLLLL ------- ® i LJe L L :L xc 1 BEDROOM {J7 LIVING ROOM maw o 13'-5• x 11'-2" 19'-3• x 11'—e• a x I a� 1 o is I ----------------------��------_- F OfIX MX ,en�vu m mmramul M16 nut ra M 1xs sart. 600 Packard Court ■ Safety Harbor, Florldo 34695 ■ Telephone (727) 726-1138 -- www.jachomes.com/Floor—Plans 24" A 40"/34" (24' X 39'/40' INC. OPT. PORCH) 888 SQUARE FT. (948W/OPT. PORCH) Mode. IMP-6402A 2015 (ALL SIZES ARE APPROX.) DESIGNED FOR ZONES 11 & III ,,, # s RFC D STATE OF- FLORIDA p �2Jj DEPAPUTMENT OF HEALTH S /rt/0 1p19 ONSITE SEWAGE TREATMENT AND DIS A YSTE14 CONSTRUCTION INSPECTION AND FINAL A�VAL APPLICANT- Terry HeWer AGENT: Steve Brov%r(Stephen J Bt ft Inc) sPROPERTY: ADDRESS: 6401 S Indian River Dr Fort Pierce, FL 34982 LOT: 1 - - - BLOCK: - — -- - SUBDIVISION• 7 7 7 1 7 7 ID#: APPLICATION N:A151370779, PERMIT n:56-SF-1687919 DOCUMENT n • F113221.63 DATE PAID.10/2612018 FEE p„IP,515.00. RECEIPT u:56-P1D-3780929 CHECKED '[XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE Oa ROLE AND MUSTHE' CORRECTED. TANK INSTALLATION (Ol1 TANK .SIZE 11] 1040.00 [2] [021 TANK MATERIAL POIyprdpyiene '[03] OUTLET DEVICE 1,043 MULTI -CHAMBERED [ F N I [051 OUTLET FILTER PolylokPL-68 '.[061. LEGEND 1, 70-143-11DC4 2, 1071 'WATERTIGHT [O8] LEVEL [091 DEPTH'TO LID DRAINFIELD INSTALLATION 1101AREA [17 252 C27 SQFT [li] DISTRIBUTION BOX _READER X [121: NUMBER OF DRAINLINES 1, 3.00.. [131. DRAINLINE SEPARATION [147 DRAINLSNE SLOPE [151 DEPTH OF COVER < [167 ELEVATION [ ABOVE / [BEIEW ]BM.31.00, [171. SYSTEM -LOCATION [181' DOSING PUMPS [19] [201 [21] AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH SETBACKS [27] SURFACE WATER _ --100 FT (281 DITCHES FT (291 PRIVATE: SPELLS _ .. 100 -. _ FT [301 PUBLIC WELLS FT [311 IRRIGATION WELLS IFT. [327 POTABLE WATER 38' FT [337 BUILDING FOUNDATIONS 9 FT [341' PROPERTY LINES 12 FT [351 OTHER -FT FILLED / MOUND SYSTEM [361 DRAINFIELD COVER [371 SHOULDERS [381 SLOPES [391 STABILIZATION ADDITIONAL .INFORMATION [401 UNOBSTRUCTED AREA [411 - STORMWA':TPR RUNOFF [421 ALARMS [431 MAINTENANCE AGREEMENT 1443 BUILDIRG AREA [451 LOCATION CONFORMS WITH SITE PLAN NAL• FILL / EXCAVATION MATERIAL C I [01. FI.-.., SITE GRADING [ 1 [221 FILL AMOUNT [ 1 [471 CONTRACTOR Jeff Nelson (JEFFREY-K NEL [ 1, [231 FILL TEXTURE, C I [481 OTHER INFILTRATOR Quick4 EQ36 (Single e [ 1 ;[241 EXCAVATION.DEPTH ABANDONMENT [ ] (25) AREA REPLACED - [ 7 [491 TANK PUMPED ( 7 (263 REPLACEMENT MATERIAL [' I 1501 TANK CRUSHED FILLED Comments: Comments axe on Page 2. CONSTRUCTION t APPROVED; / _ - - St, Lucle CHD: DATE: 09(20P2019 DISAPPROVED ] ° Envilm ental Speilalls ( an J Ingram (ENVIRONMENTAL HEALTH) FINAL: SYSTEM [ APPROVID '/ DISAPPROVE_D I: St. Lucie CED DATE: 09/20/2019 n Ironmental Speclallst .Brian J Ingmm (ENVIRONMENTAL EA HLTH) - (Explanation of violations on following pagel ' DH 401.6e 08/09 (Obsoletes all previous editions which. may not be used) Incorporated: 64E-6.003, PAC Page 2 of 3 EH Database 41.0.1 AP1370779 EID1887919 STATE OF FLOAMA D$PARTMENT Of HEAZTB ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL #*PascATltur g:AP1370779 pgmftT 8-..;56-SF-18879919 n0cuMENT ,it: F11322 F63 DATE PAID:1D126/2018 PEE PAI0:515.GG RECEIPT 102-onto The system issued for 2 6edroornswith a maximum omupaticy of 4 persons (2 perbedroom), for a.total estimated flow. of 2t)Q gpd• New. ST, filter, and.3x7 long TRENCH aF installed'. Novlolatlons,'syrtem aktocovar.. Contractor; no%ed-by phone. Ro:f[tal inspection reol ed: Flnarsystemapprmed, Con(ractorand building department'emaitedfinal approval. D8 4016, 08/09. 10bsolatss .all previous editions which may not, be used) Inoorporated: 64E-6.003, PAC Page 2 o£ 3 EH Databasew1:0.1 pp1370779 E10180919