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HomeMy WebLinkAboutHealth Department Septic Approval (2) PERMIT #:56-SF-1752826 STATE OF FLORIDA APPLICATION #:AP 1284485 DEPARTMENT OF HEALTH DATE PAID: ONS I TE SEWAGE TREATMENT AND DISPOSAL EE PAID: SYSTEM RECEIPT #: R E C E I`,'r D 2011 DOCUMENT #:PR1058379 CONSTRUCTION PERMIT FOR: OSTDS New I APPLICANT: (La Pontecia II LLC) I PROPERTY ADDRESS: TBD C24 Canal Rd Fort Pierce, FL 34945 LOT: BLOCK: SUBDIVISION: [SECTION, 'TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 3224-111-0002-000-2 [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 BEiING 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. l I I SYSTEM DESIGN AND SPECIFICATIONS i T [ 1,900 ] GALLONS / GPD Seotic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 750 ] GALLONS DOSING TANK CAPACITY [156.61GALLONs @[ 6 ]DOSES PI t ER 24 HRS. #Pumps [ 1 ] D [ 588 ] SQUARE FEET Drainfield new SYSTEM R [ 588 ] SQUARE FEET Drainfield new SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange spot top of 6"well cam SE of system I ELEVATION OF PROPOSED SYSTEM SITE [ 36.001E INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 31.001 [ INCHES FT ] [ABOVE BELOW iENCHMARK/REFERENCE POINT L D FILL REQUIRED: [23.001 INCHES EXCAVATION REQUIRED: [ ] INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons(2 per bedroom),fora total estimated flow of 0 940 gpd. Dose ENTIRE drainfield each cycle. Pumps must be certified as suitable for distributing sewage effluent.The T licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. H 64E-6.013(3)(0, FAC. 1175 sqft trench drainfield split into two equal sized 588 sgft trench drainfields. E � R SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist II APPROVED BY: XIIL�- TITLE: Environmental Specialist II St. Lucie CHD Brian J Ing DATE ISSUED: 04/19/2017 EXPIRATION DATE: 10/19/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC 1 of 3 v 1.1.4 AP1284485 SE1031.1 O RLE ' i NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for aln administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Codel. 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. i 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. Reviewl 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 j 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. l l 1 i l l - 1 I St. Lucie County Health Department I 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH 1 PAYING ON: PERMIT 56-SF-1752826 BILL ooc#:56-BID-3374417 CONSTRUCTION APPLICATION#:AP1284486 RECEIVED FROM: Pro Tech Professional Services AMOUNT PAID: $ 515.00 i PAYMENT FORM: CHECK 208 — PA IMENT DATE: 04/05/2017 MAIL TO: (La Pontecia II LLC) FACILITY NAME : I � PROPERTY LOCATION: TBD 024 Canal Rd Fort Pierce, FL 34945 I i Lot: Block: Property ID: 3224-111-0002-000-2 i EXPLANATION or DESCRIPTION: QUANTITY FEE i -1 - OSTDS Construction Application and Plan Review,New 1 i $ 100.00 123- OSTDS Construction Site Evaluation 1 $ 115.00 i 126-OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 I 127- OSTDS Construction System Inspection 1 $ 75.00 I i 128- OSTDS Construction System Inspection Research Fee 1 $ 5.00 I 133- OSTDS Construction Reinspection 1 $ 50.00 -1 -Surcharge (All) 1 $ 15.00 -1 - OSTDS New Permit Surcharge - $ 100.00 S l '1 Z M� s� h � j. 56-PID-3209900 I, I c STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEED PAID: 7 00 5' SYSTEM RECEIPT #: O APPLICATION FOR CONSTRUCTION PERMIT J APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ) Repair [ ] Abandonment [ ] Temporary I ] APPLICANT: La Pontecia II,LLC,4036 Pacaya Circle,Boca Raton,FL 33487 _ AGENT: ProTech Professional Services John Notoris TELEPHONE: 561-251-2571 MAILING ADDRESS.- 2000 Cocoanut Road,Boca Raton,FL 33432 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 {OT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFA ER PROVISIONS. PROPERTY INFORMATION LOT: BLOCK: SUBDIVISION: I PLATTED: I PROPERTY ID #: 3224-111-0002-0002 ZONING: AG-5 I/M OR (EQUIVALENT: [ No ] PROPERTY SIZE: 205.99 ACRES WATER SUPPLY: [ ,I] PRIVATE PUBLIC [ 11 =2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? I No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: C24 Canal Road Section 24 Township 36S Range 38E 1 DIRECTIONS TO PROPERTY: Glades Cutoff Road and C24 Canal Road-see map on attached plan. I BUILDING INFORMATION I ✓] RESIDENTIAL [ ] ( COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area. Sgft Table 1� Chapter +64E-6, FAC Z Single Family w/Private Gym 4 9,380 Residential 2 fie-- 3 4 i 1 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: DH 4015, 08/09 (Obsoletes previous editions which may notIbe used) Incorporated 6 E-6.001, PAC Page 1 of 4 I s ? STATE OF FLORIDA APPLICATION # AP1284485 ~ - DEPARTMENT OF HEALTH PERMIT # 56-SF-1752826 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1031103 SITE EVALUATION AND SYSTEM SPECIFICATION we APPLICANT: La Pontecia II LLC CONTRACTOR / AGENT: Pro Tech Professional Services i LOT: BLOCK: i SUBDIVISION: ID#: 3224-111-0002-000-2 i 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: [XIYES [ ]NO NEIjvoA LE AREA AVAILABLE: 205.99 ACRES TOTAL ESTIMATED SEWAGE FLOW: 940 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER-TABLE 2 ] AUTHORIZED SEWAGE FLOW: 308984.00 GALLONS PER DAY [ 11500 G /AC OR PDRE 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 5000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1763.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orange spot top of 6"well cam SE of system ELEVATION OF PROPOSED SYSTEM SITE 36.00 [ INCHES / FT ] [ ABOVE /ETF]I BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLIWING FEATURES SURFACE WATER: 150 FT DITCHES/SWALES: 150 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 150 FT I NON-POTABLE: FT BUILDING FOUNDATIONS: 75 FT PROPERTY LINES: 300 FT ' POTABLE WATER LINES: 100 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X ]NO I 10 YEAR FLOODING? [ ]YES IXINO] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: ! FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Pineda sand USDA SOIL SERIES:Pinedaisand Munsell#/Color Texture Depth Munsell#/Color Texture Depth I OYR 7/2 Sand 0 To 5 1 OYR 6/2 i Sand 0 To 18 10YR 612 Sand 5 TO 16 10YR 7/2 Sand 18 To 39 10YR 7/2 Sand 16 To 38 1 OYR 6/8 ' CMN/PRM RF 29 To 46 10YR 618 CMN/PRM RF 26 To 38 1 OYR 5/1 1 Sand 39 To 55 5GY 6/1 Sandy Clay Loam 38 To 72 50Y 611 Sandy Clay Loam 55 To 72 OBSERVED WATER TABLE: 54.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 19 INCHES [AOVE / BELLOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: IX 4BES [ ]NO DEPTH: 19.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 I DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS,soil borings and area topography i rll 10YR7/1 and 10YR8/2 stripping in 10YR7/2 matrix>10%with diffuse boundaries starting at 19"in SB1.SB1 36"below RP.SB2 34" below RP, i SITE EVALUATED BY: I DATE: 04/12/2017 Ingram,Brian le:Environmental Specialist II)(ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletea previous editions which may not be used) Incorporated: 64IE-6.001, FAC I Page 3 of 4 AP1284486 IEID1752826 v 1.0.2 i i E ` STATE OF FLORIDA PERMIT #. t .r DEPARTMENT OF HEALTH I ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: La Pontecia II,LLC,4036 Pacaya Circle,Boca Raton,FL 3348AGENT: ProTech Professional Services John Notoris LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 3224-111-0002-0002 [Section/Township%Parcel No.or Tax ID Number ] i 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 USABLE AREA AVAILABLE: 4.1 ACRES TOTAL ESTIMATED SEWAGE FLOW: 900/500 GALLONS PER DAY [RESIDENCES-TABLET ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: 2,250/1,872 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/FT ] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSEDISYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ) YES [✓] NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 75 FT NON—POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ 1 YES [✓] NO 10 YEAR FLOODING? [ ] YES [✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: 22.5 FT MSL/XG'V`D FEMA Flood Zone X NAVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH MUNSELL #/COLOR TEXTURE DEPTH TO TO TO I TO TO TO TO TO TO i TO TO TO TO L. 1 TO TO I TO TO TO USDA SOIL SERIES: USDA SOIL' SERIES; I OBSERVED WATER TABLE: INCHES [ABOVE/BELOW 9 EXISTING GRADE. TYPE: [PERCHED/APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHESI [.ABOVE/IIBELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ) NO MOTTLING:[ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED ( ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: IrriRation from proposed pond. I I I I I SITE EVALUATED BY: DATE: i DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001,F i C Page 3 of 4 I I I )roperty Card Page 1 of Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:C 24 Canal Parcel ID:3224-111-0002- Account#:35284 Sec/Town/Range: RD 000-2 24/36S/38E Map ID:32/23X Zoning:AG-5 Use Type:6999 Jurisdiction:Saint Lucie County I Ownership Legal Description La Potencia II LLC 24 36 38 NE 1/4-LESS E 70 FT TO SLC AND,LESS THAT 4036 Pacaya CIR PART OF W 1/2 OF NE 1/4 LYG W OF EXISTING RD(LESS Boca Raton,FL 33487 C-24)TOGETHER WITH THAT PART OF Nj 1/2 OF SE 1/4 LYG E OF EXISTING RD AND N OF C/L OF EXISTING CANAL-LESS E 70 FT TO SLC-(205.99 AC);(OR 3885-2348) i Current Values Historical Values 13-year Just/Market: $906,356 Assessed: $30,519 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $30,519 2016 $906,356 $30,519 $0 $30,519 2015 $906,356 $30,519 1 $0 $30,519 2014 $906,356 $30,519 $0 $30,519 Sale History Date Book/Page Sale Code Deed Grantor Price 06-27-2016 3885/2348 0205 SP Sunbreak Farms Ginn LLC $14,900,000 10-22-2015 3809/1032 0205 SP MLIC Asset Holdings LLC $67,984,999 10-14-2015 3809/1089 0330 SP Sunbreak Farms LLC $100 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 Half Baths:0 Sprinkled%:0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 Gross Area(SF): 0 r ffi Land Size(acres): 205.99 Land Size(SF): 8,972,876 Total Building Count: 1 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 2017 Saint Lucie County Property Appraiser.All rights reserved. ttp://www.pasic.org/RECard/ 4/5/2017 I b � l'�i3a7 • a �I $ "• I�r� 9 a � s, �i +. +'e tit y"u�' • - 4,R + . u r 37 l7v. Wt VA • +lids' VMT t a►�r n' 9 .i ,�,�� Rt �' :,� • ����li ry, � �f ¢ .+, ".dew+.., �,��t ;`"�'�ry�. '� ` �:^`�.-,.. a 'I� �! Y: �r�7i tl + I i I it �� �d t �: •`�.1 '• i Ft >4��r•t, 1,• ; 1{ t'�� � - � „$ r ' �„�r �"�M, .�t A°I�x q�r�� }s������,� '+. (j •'� �' ''ll�pl�j �„ f�t,i f ,. �� �'� � � """��)j � r •t. ,+w�! � t # at`p�. 2` r. j f`�.�'JI'4*�' � .• •��ii�`e44.aaat r ,� ? t�' •,k>' � � �ql �p ���III 1�A? i)I t'. '/71 a nsfr � .t. ° UJt .•. 1 .•..1 .1. • .1 11 .• •1 .1�:1 .1: 1 1 1 11 :// •11__ Custom Soil Resource Report ' MAP LEGEND MAP INFORMATION Area of Interest(Ao1► Spoil Area The soil surveys that comprise your AOI were mapped at j Stony Spot Area of Interest(AOI) 1:24,000. �— �y Soils Very Stony Spot 0 Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. Wet Spot Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause y Soil Map Unit Points Other misunderstanding of the detail of mapping and accuracy of soil *.- Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed Blowout Water Features scale. Streams and Canals Borrow Pit Transportation Please rely on the bar scale on each map sheet for map Clay Spot +44 Rails measurements. a Closed Depression Interstate Highways Source of Map: Natural Resources Conservation Service Gravel Pit e a US Routes Web Soil Survey LIRL: a° Gravelly Spot Coordinate System: Web Mercator(EPSG:3857) Major Roads Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator h Lava Flow Background projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the 9 Marsh or swamp Aerial Photography Albers equal-area conic projection,should be used if more ro Mine or quarry accurate calculations of distance or area are required. Miscellaneous Water This product is generated from the USDA-NRCS certified data as - -- - Perennial Water — --- — - — -- --ofthe_v_ersion date(s)listed below. Rock Outcrop Soil Survey Area: St.Lucie County,Florida Jfl. Saline Spot Survey Area Data: Version 9,Sep 16,2016 Sandy Spot _ _ _ _ Soil map units are labeled(as space allows)for map scales Severely Eroded Spot 1-.50-,000 or larger.—- -- - ---- --- Sinkhole Date(s)aerial images were photographed: Dec 15,2010--Mar y Slide or Slip 13,2011 Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 7 i Custom Soil Resource Report Map Unit Legend St.Lucie County,Florida(FL111) Map'UnitSymbol j Map Unit Name Acres in AOI I Percent of AOI 13 Floridana sand,frequently 3.0 5.7% ponded,0 to 1 percent slopes i 32 Pineda sand,0 to 2 percent 23.2 44.0% slopes 37 Riviera sand,depressional,0 to 23.5 44.7% 1 percent slopes 54 Winder sand,depressional 2.9 I 5.6% Totals for Area of Interest 62.7 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and tliey have the; characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have'properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped sepa r�ately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. if included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils ands miscellaneous areas on the landscape. The presence of minor components in a map unit in no way,diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate i I 8 I j Custom Soil Resource Report pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned,lhowever, onsite investigation is needed to define and locate the soils and miscellaneous areas. I An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. I Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. I Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil pha�ses. Most ofithe areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. j Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groupsl i A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example, An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it waJs not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an 'example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An'area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no;soil material and support little or no vegetation. Rock outcrop is an example. j I i 9 I � Custom Soil Resource Report St. Lucie County, Florida i 13—Floridana sand, frequently ponded, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2sm56 Elevation: 0 to 140 feet Mean annual precipitation: 38 to 62 inches I Mean annual air temperature: 68 to 77 degrees Fi Frost-free period: 300 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Floridana and similar soils: 88 percent Minor components: 12 percent I Estimates are based on observations, descriptions, and transects of the mapunit. Description of Floridana Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down-slope shape: Concave, convex Across-slope shape: Concave, linear Parent material: Sandy and loamy marine dep�o sits Typical profile A - 0 to 21 inches: sand Eg-21 to 25 inches: sand Btg-25 to 60 inches: sandy clay loam BCg- 60 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches I Natural drainage class: Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat). Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 15 percent 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 waterstorage in profile: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: C/D Other vegetative classification: Freshwater Marshes and Ponds(R155XY010FL), Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) I 10 i i i i i Custom Soil Resource Report I Hydric soil rating: Yes I Minor Components Felda f Percent of map unit: 3 percent Landform: Depressions on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down-slope shape: Concave, linear I Across-slope shape: Concave, linear Ecological site: Slough (R155XY011 FL) Other vegetative classification: Freshwater Mashes and Ponds (RI 55XY010FL), Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) II Hydric soil rating: Yes Winder Percent of map unit: 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down-slope shape: Concave, convex Across-slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds(R155XY010FL), Loamy and clayey soils on stream terraces,, flood plains or in depressions (G155XB345FL) Hydric soil rating: Yes Anclote i Percent of map unit: 2 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread,,dip Down-slope shape: Concave, convex Across-slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL), Sandy soils on stream terraces, flood plains, or in depressions (G155XB145FL) Hydric soil rating: Yes Wauchula Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Tread; talf Down-slope shape: Linear I Across-slope shape: Linear Other vegetative classification. Sandy over loamy soils on iflats of hydric or mesic lowlands (G154XB241 FL) Hydric soil rating: Yes Tomoka Percent of map unit: 2 percent Landform: Depressions on marine terraces I Landform position (three-dimensional): Tread, dip Down-slope shape: Concave, convex Across-slope shape: Concave, linear Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL), Organic soils in depressions and on flood'plains (G156BC645FL) Hydric soil rating: Yes i 11 i i - f I Custom Soil Resource Report I 32--Pineda sand, 0 to 2 percent slopes Map Unit Setting I National map unit symbol: 2x1 nb I Elevation: 0 to 100 feet Mean annual precipitation: 47 to 58 inches Mean annual air temperature: 68 to 77 degrees F. Frost-free period: 350 to 365 days Farmland classification: Farmland of unique importance I Map Unit Composition Pineda and similar soils: 85 percent it Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit Description of Pineda Setting Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread,Idip, talf Down-slope shape: Linear Across-slope shape: Linear, concave Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E-5 to 19 inches: sand Bw- 19 to 35 inches: sand Btg/E-35 to 38 inches: sandy loam Btg-38 to 60 inches: sandy loam Cg-60 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water(Ksat). Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 4 percent 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 protrle: Low(about 4.6 inches) Interpretive groups Land capability classification (irrigated): None specified i 12 Custom Soil Resource Report Land capability classification (nonirrigated): 3w Hydrologic Soil Group: CID Other vegetative classification: Slough (R155XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XI3241 FL) Hydric soil rating: Yes Minor Components Malabar Percent of map unit: 6 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, tall Down-slope shape: Linear Across-slope shape: Linear, concave Ecological site: Slough (RI 55XY011 FL) Other vegetative classification: Slough (R155XY011 FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Hydric soil rating: Yes Wabasso Percent of map unit: 5 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, tall Down-slope shape: Linear, convex Across-slope shape: Linear, concave Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (0155XB141 FL) Hydric soil rating: No Hallandale Percent of map unit: 2 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, tall Down-slope shape: Linear Across-slope shape: Linear, concave Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes Valkaria Percent of map unit: 2 percent Landform: Drainageways on flats on marine terraces Landform position (three-dimensional): Tread dip, tall Down-slope shape: Linear Across-slope shape: Linear, concave Other vegetative classification: Slough (R155XY011 FL), Sandy soils on flats of mesic or hydric lowlands(G155XB141 FL) Hydric soil rating: Yes 13 . J Custom Soil Resource Report i 37—Riviera sand, depressional, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2tzwm I Elevation: 0 to 50 feet Mean annual precipitation: 46 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period. 355 to 365 days Farmland classification: Farmland of unique importance i Map Unit Composition Riviera, depressional, and similar soils: 85 percent i Minor components: 15 percent Estimates are based on observations, descriptions, and transelcts of the mapunit. Description of Riviera, Depressional Setting I Landform: Depressions on marine terraces Landform position (three-dimensional): Tread,!dip Down-slope shape: Concave Across-slope shape: Concave Parent material: Sandy and loamy marine deposits Typical profile A -0 to 0 inches: sand E-0 to 22 inches: sand Btg/E-22 to 31 inches: sandy loam Btg1 -31 to 42 inches: sandy loam Btg2-42 to 80 inches: sandy clay loam i Properties and qualities � Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ks-at).-I Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 4 per cent 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 waterstorage in profile: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w 14 i I i i Custom Soil Resource Report Hydrologic Soil Group: C/D Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL), Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL) Hydric soil rating: Yes i i Minor Components Chobee, depressional Percent of map unit 5 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread, dip Down-slope shape: Concave Across-slope shape: Concave Ecological site: Freshwater Marshes and Ponds (R155XY010FL) Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL), Loamy and clayey soils on stream terraces, flood plains or in depressions (G155XB345FL) Hydric soil rating: Yes Wabasso Percent of map unit 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Convex Across-slope shape: Linear Other vegetative classification: South Florida Flatwoods (RI155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 F,L) Hydric soil rating: No Hallandale Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Convex Across-slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) f Hydric soil rating: No Malabar, depressional Percent of map unit: 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Tread' dip Down-slope shape: Concave I Across-slope shape: Concave j Ecological site: Slough (R155XY011FL) Other vegetative classification: South Florida IFlatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes 15 I � � I Custom Soil Resource Report 54—Winder sand, depressional Map Unit Setting National map unit symbol: 1 jpwj Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Winder, depressional, and similar soils: 90 perce t Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Winder, Depressional Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave, linear Parent material: Sandy and loamy marine deposits Typical profile A -0 to 1 inches: sand E- 9 to 90 inches: sand Btg- 90 to 25 inches: sandy clay loam Cg1 -25 to 67 inches: sandy loam Cg2- 67 to 75 inches: sandy clay loam Cg3- 75 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 5 pe cent 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: Moderate (about 6.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w 16 i Custom Soil Resource Report Hydrologic Soil Group: CID p Other vegetative classification: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) Hydric soil rating: Yes I Minor Components Chobee Percent of map unit: 2 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave Other vegetative classification: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) Hydric soil rating: Yes Floridana Percent of map unit: 2 percent Landform: Depressions on marine terraces Ij Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave Other vegetative classification: Sandy over loamy soils on stream terraces, flood plains, or in depressions (G156BC245FL) Hydric soil rating: Yes Riviera Percent of map unit. 1 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave Other vegetative classification: Sandy over loamy soils on stream terraces, flood plains, or in depressions (G156BC245FL) Hydric soil rating: Yes Pineda Percent of map unit: 1 percent Landform: Drainageways on marine terraces,-flats on marine terraces Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Concave Other vegetative classification: Sandy over loamy soils on(flats of hydric or mesic lowlands (G156SC241 FL) I I Hydric soil rating: Yes Hallandale Percent of map unit. 1 percent j Landform: Flats on marine terraces Landform position (three-dimensional): Interfluve, talf Down-slope shape: Convex j Across-slope shape: Linear i Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No 17 I i i I Custom Soil Resource Report Winder,shell substratum, hydric Percent of map unit: 1 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Concave, linear Across-slope shape: Linear Other vegetative classification: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL) Hydric soil rating: Yes Wabasso I i Percent of map unit. 1 percent Landform: Flats on marine terraces j Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Other vegetative classification: Sandy soils on'flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Wabasso, gravelly substratum Percent of map unit. 1 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Other vegetative classification: Sandy soils an flats of mesic or hydric lowlands (G156BC141 FL) i Hydric soil rating: No i 18 i I I i i i R E C E AP JI% LYI LEOENO 3 I S&5 E3O.tZS_ 929.64' IN—MEWHION 9y BEGINN/NG I FPL .^'�"'MmGaL6 EIE MN FINNVOLD ARCHITECTURE,INC. DEVELOPMENT PARCEL NEW I FRmFRIY UNL GATE - BWON.ifOERAI NWY.aUR 116 N @Y�� AREA CALCULATION eoLAaA10N R v{er II `�' -.---YI6KA YxE 100X F.MI MW EF4264F-1�5]IO DRIVEWAY ----laaU.)varda aeRwo LOTAREA =ITABO28.F.(10.B1Ao06) EXISTING I - ,q� ,qla ZY - M,IARMOUBE ROAD CLb, VY 'F6Y' - B AC MFA 1ST R. 5.27I S.F. WELL 1 Fr Y�^� f5f1T PROPERTY INFORMATION PORTE CWHERE 371 S.F. E •' ® FRONT PORCHBSS.F., C-24 CANAL ROAD ST LUCIE COUNTY giAp pOpLH • gB0 6.F.LEGAL DESCRIPTION SUMMER KITCHEN1.139 5F.Is, LJ NON-AC ARU 1ST.R 2,5R3 S.F. A E y PARCEL 12: 1 CA -2 THE NORTHEAST ONE-OUMTER IN I Oi SECTION •{. LOVEflEO AREA 1ST,FL. ],Bfi{S.F. °.DS1L TOWNEW NSHIP 36 SOUTH, RANGE 38 UST.LESS AND EXCEPT THAT POND PART OF ME WEST ONE-HALF(W 1/2)OF THE NORTHEAST AC AMA 2ND FL-2.270 S.F. INC-OUANTR(NE I/{)OF SNO SECTION 24, LYING 1YE51 COVEflEO BALCONY {Ig S.F. OF ME CENIERUNE OF ME EXSTNNC ROAD. AND 1E55 MITI a lT IQIA. ENLEPT THAT PMT Of THE NORTHEAST ONE-OUARTER(NE 1/{) COVERED AREA 2ND FL�3.325 S.F. N liljJ OF SAD SECTION 24 LYINO WITHIN THE RIGHT OF WAY OF OWERS11" CANAL C-24.AND LESS AND EXCEPT THE EAST TOAD MAIN HOUSE TOTAL COVERED AREA 11.189 ST. h l� FELT AS CONVEYED TO ST. LUCIE COUNTY,A POUTICAL OM N) SUBSION OF THE STATE OF FLORIDA BY MMUE OF ME SPECIAL WARRANTY DECO RECORDED OCTOOM 29.2GO8.IN OYMIBATTINGCAGIE OFRCML RECORDS BOOK 3028.PAGE 2670.PUBLIC RECORDS OF SEPTIC. Si. LUCIE COUNTY,FLORIDA AC AREA -4,50D S.F. TOGETHER WITH THAT PART OF ME NORTH ONE-HALF(N II 1/2)OF THE SOUTHEAST ONE-QUARTER(SE 1/4 OF SMO ,O 01 SECTION 24. LYING EAST Of THE CENTERM �F ME OAMGE/CARPORT Oj EXISTING ROAD AND NORTH OF ME CENIERLWE OF ME ta N 10 I - h EXISTING CANAL. COVERED AREA ^1,782 S.F. O I NEW MIDGE ^ POOL,POOL DECK 4 POOL PAVILION 2 ! G1 JURISDICTION:SAINT LUCIE COUHIY,ROgIG COVERED AREA J.000'SE. i EXISTING DITCH TOTAL PROPERTY SIZE:3,721A ACRES(162,086,]6D ST) MIN.ROAD FRONTAGE:ID' gTASEES MIN LOT SIZE:217800 SF 45 I R LOT SIZE PROVIDED.823.802 SF COVERED AREA 5A00 S.F. IN.LOT W IDTH PpOVIED:- m I O MAY LOT COVERAGE:IAi BREEZEWAYS IEYy LOT COVERAGE PROVIDED:-K COVERED AREA .70 S.F. POND J\/ h ZONING LARD USE:AG-5 AGRICULTURAL "\ bwELL REDO zONE x - NEW RES10ENCE O - CONSTRUCTION TYPE:TYPE V8 UNPROTECTED PATHWAYS,DRIVEWAYS,OPEN PARKING SPACES. FOR MR.CESPEDES S.F.B.C.2010 5TH ED, PARCEL ID Atl i �1 NON-C°VEMD AREA -43,281 S.F. 3224-111.0002-000.2 AVERAGE CROWN OF ROAD a X'N.G.V.D. C-24 CANAL RD ? HIGHEST MOWN OF ROM.X'MIND. SAINT LUCIE COUNTY MIN.F.F.E.•(HIGHEST CROWN OF ROAD)X��X' TOTAL INPERWOUS AREA�70.867 S.F. B.6 X • LOWEST FLOOR SUB O ELEVATOR PIT -SUMP O FPL • LOWEST GARAGE ELEVATION X' TOTAL PERVWUS AREA ]52.815 S.F. 91.4 X • LO GARAGE ELEVATION ADJACENT GRADE-X N.G.V.D. SEPTIC • NAX.OVERALL HEIGHT-AWRAGE CROWN OF ROAD(X) wEtL DIV.9� SITE PLAN KEY NOTES SETBACN9: 227.17 Q ROW SETBACK: 50'FEET CONTRACTOR TO COORDINATE LOCATION/CONNECTION OF 1701 ' flEM SETBACK 30 FEET 101 TELEPHONE,GBLE AND ELECTRICALSEIMCE WITH ST LUCIE INTERIOR SIOE SETBACK:20'FEET COUNTY UTILITIES DEPARTMENT. L j M.BUIIGWG HEIGHT:80'FEET 102 PAYER DRIVEWAY.RUM TO DETAIL X/AX.XX 103_FUMNC_GENEMTER LOCATION,10'-0'"IN.MOM HOUSE.10'-0"MIN.MOM ANY INTAKE OPENING.REFER TO l/AI.20 ___REVISIONS PROPERTY BOUNDARY GENERAL SITE NOTES FOR PAD DETAIL N89'33 51 W 853.52 1. PROTECT R NATIVE TREES LARGER MAN 8 ta{ TANK-LESS G WATFA HEATERS PERMIT SET "DtL IN AS NORTH SLOPE OF PAD OUTSIDE OF THE NEW CUT BASH TREE IDS BILE k HOLE OMENSIONSUNDERGROUND PRIM TO BEE UNE. C CONFIRMED WIT"BAS MASTER SITE PLAN OMPANY(PERMIT BY OTHERS) ' I ■ 1 2. CONTRACTOR 10 FIELD VERIFY SITE CONDITIONS PRIOR IOfi DENOTES NEW CONCRETE PADS.SEE DEVIL 7/A1.2D R TO CONSTRUCTION MD NOTIFY ARCHITECT OF MY �u SCALE: 1/64"-1'-0� DISCREPANCIES. 10) N WATER CONNECTION,10'TXJ FROM SEWER UNE, C E ONTRACLOR TO CORD.W/UPUIIEB DEPT.MEP.k CML DWCS. 3. SEE CIVIL O LANDSCAPE MS.FOR SITE INN. ®NEW SEPTIC SYSTEM A OWN FIELD LOGATIDN.CONTRACTOR TO 4. Wfl1GATI0N WELL MIN.HOW FROM SEPTIC DRAIN SM. WITH PINE EST UTIUTIES.CML AND MEP DRAWINGS _ COORDINATE PLACEMENT OF WELL WR"WELL IDS ELECTRICAL 4ETER —CONTRACTOR IN-FIELD. --.110-COMTR CT RWTO COORDINATTIC.ELECTNC. J 7• 5. THIS PROJECT HAS BEEN DESIGNED FOR THE FLORIDA-WYN 111 DENOTES POOL EQUIPMENT.COMMCIOR TO COORDINATE FDOH in St.Lucie County ALL ROOF DUMANEB ZONE. FDOH in St.Lucie County S. ALL ROVE GUTTER DOWNSPOUTS TO HAVE SPUSH GUANO 2 ALUM. ED (SHE TO SE COOK IN OWW C L, TO PREVENT EROSION. 11] PROPOSED UR STATION.COORDINATE W CM DRAYRNGS CONSULTANTS Environmental Health I Environmental Health l CONSTRUCT iE THE S SILT FENCE ALONG 1HE ^ El PERWF. OF THE CTW TO NMROL PERT WATEA Q 4'6'N.ALUM.FENCE(ME i0 SELECTED BY OWNER) Site Plan Approved for Construction pp RUNOFi:REFER TO CML ORAIVWG FOR PERIMETER ttg 24.4 -.6'0 HI.CONCRETE BLOCK PIERS,SEE DETM PO.ABAO Site,Plan Approved for Construction SONMOLS MR SILT FENCE. SEE ADOMONAL DETAILS PAGE A1.20 116 PROPERTY E AND DING PIERS BE WO 4W.N TROY Supersedes All Previous Site Plans for Supersedes All Previous Site Plans for PROPERTY ME MO FGOTWGB ALL . WHOLLY°"ME p ` r�� ry B, NS A SOLAR READY OT0VO CONSTRUCTION.M NNRE PROPERTY.BEE GTE G.W.DETAIL ALL MAX OSTDS#Sri-sF- s z ego &Well#'S9.-Z 62790STDS#SG SF 782 P Well#J9^i/ZO' W CONDUIT ION OF A POM ME SYSTEM,INSTALL A 1's T STUB-OUT FOR FUTURE WITH O INSTALLATION(CONTRACTOR TO CONDUIT LURING FROM THE FAST-FACING ROOF 10 A O COORDINATE LOGTICN WITH OWNER) FILE COPY STUBBED JUNCTION BOX MJ.TO ME FTECTRICR YETETI. 1IB {'6"H(2'MESH)ALUMINUM CHAIN UNIT FENCE BY OTHERS. �j ALL EXPOSED CONDUIT SMALL BE CAPPED AND PROVIDED CONTRACTOfl TO COORDINATE WITH OWNER.PROVIDE SHRUBS Date: Y / 7 S9-26 o Date: Y 20 r7 -2G 28'Z WITH AOEWATE FLASHING.IRE CONDUIT SHALL NOT BE PIANTED AT 24.ON CENTER Md NW.SO'FpON FENCE.SE LOOTED ON OR IN ME DIRECTION OF A NORM FACING LµDSCAPE PLANS. ROOT'.ROOF REINFORLEOENIS SHALL BE ADDRESSED AT Reviewer: RevleWer: THE TWO OF REINFORCE E 119 PROPOSED WELL LOG110N5.COORDINATE WORN CIVIL DRAWINGS Af$ 120 RUSHED SHELL ROCK PAMS/PMIONG.CORRD.W OWNER. MASTER SIIE PUN J�J