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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New PERMIT #:56-SF-2006946 APPLICATION # : AP 1447414 DATE PAID: FEE PAID: p� RECFj@j) EIPT # : NoV . DOCUMENT #: PR1266922 permitting DePar rn ent St' Lucie County APPLICANT: Jason Merritt PROPERTY ADDRESS: TBD Arapahoe St Fort Pierce, FL 34982 LOT: 11, 12, & 13 BLOCK: 87 PROPERTY ID #: 3409-703-0081-000-3 SUBDIVISION: Riverdale Yacht Club [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS, PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Site BM No. 2 NiD in Rd, W side of Arapahoe, S property line extended W I ELEVATION OF PROPOSED SYSTEM SITE [ 8.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCEIPOINT L D i O T H E R REQUIRED: [ 29.00] INCHES EXCAVATION REQUIRED: [ 3t5.UU ] INCHES system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd• SPECIFICATIONS BY: rian J Ing,-� TITLE: Environmental Specialist II APPROVED BY: LE: Environmental Specialist II Brian J Ingrfd -DATE ISSUED: 10/16/2019y EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) St: Lucie CHD 04/16/2021 Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.9 AP1497914 SE121584 I L E COPY 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. 0 St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2006946 BILL DOC #:56-BID-4455879 CONSTRUCTION APPLICATION #: AP1447414 RECEIVED FROM: TNT Builders AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 25781 PAYMENT DATE: 10/09/2019 MAIL TO: Jason Merritt FACILITY NAME: PROPERTY LOCATION: TBD Arapahoe St Fort Pierce, FL 34982 1 11,12,&13 87 Lot: Block: Property ID: 3409-703-0081-000-3 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -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 Reinspectio,h 1 $ 50.00 RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4194711 ` l G rA E STATE OF FLORIDA DEPARTMENT OF HEALTH a ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO. -5F bq4Q DATE PAID: 16 T`' FEE PAID: RECEIPT #: APPLICATION FOR: [�] New System [ ] Existing System [ ] -"Holding Tank [ j Innovative [ ] Repair [ ] Abandonment^[] Tejmpporary [ ] APPLICANT: 1 I\l l .771 -)I I APr.<-, AGENT: V �� I �e TELEPHONE. MAILING ADDRESS: TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT:��,12,13 BLOCK: SUBDIVISION: ', PLATTED: PROPERTY ID # : "3 4 cf1 I b3 (DC61 CM-?) ZONING: �-3 I /M OR EQUIVALENT: [ Y 0 ] PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [�<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/O ] DISTANCE TO SEWER: N/A FT PROPERTY ADDRESS: TRh Am rn. %/Y,_ (cA 1;� . P , ?)'A ctSA DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ VJ RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 4e&&J)Jnw 2 3 4 [ ] Floor/Equipilent Drains [ ] Other (Specify) ' SIGNATURE: DATE: 1 dl 71119 DH 4015, 08/00 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC' ' Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Jason Merritt CONTRACTOR / AGENT: TNT Builders LOT: 11, 12, & 13 BLOCK: 87 SUBDIVISION: Riverdale Yacht Club ID#: 3409-703-0081-000-3 APPLICATION # A P1447414 PERMIT # 56-SF-2006946 DOCUMENT # SE1215849 TO BE COMPLETED BY ENGINEER, HEALTH iDEPARTMENT 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:, [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.43 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1075.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM No. 2 NiD in Rd, W side of Arapahoe, S property line extended W ELEVATION OF PROPOSED SYSTEM SITE 8.00 [[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: 15 FT NORMALLY WET:'[ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 35 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO] 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: Munsell #/Color Texture Depth 10YR 2/1 Loam 0 To 7 10YR 4/1 Sand 7 To 23 10YR 5/1 Sand 14 To 26 10YR 2/1 Spodic Material 26 To 33 10YR 3/2 Spodic Material 33 To 38 7.5YR 4/4 Sand 38 To 46 10YR 6/4 Fine Sand 1 46 To 49 1 OYR 6/3 Sandy Clay Loam ' 49 To 72 ' USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 2/1 Loam 0 To 5 10YR 4/1 Sand 5 To 24 10YR 5/1 Sand 13 To 25 10YR 2/1 Spodic Material 25 To 31 10YR 3/2 Spodic Material 31 To 37 7.5YR 3/4 Fine Sand 37 To 47 10YR 6/3 Fine Sand 47 To 50 10YR 6/3 Sandy Clay Loam 50 To 72 OBSERVED WATER TABLE: 40.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 13 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 13'.00, INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED - REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: 38 INCHES [ ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR5/1 stripping in 10YR4/1 matrix >10% with diffuse boundaries starting at 13" in SB2. S61 6" below BM. SB2 8" below BM. n SITE EVALUATED BY: Ingram, Brian (Titie/Anvironmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions whic /may not be used) Incorporated: 64E-6.001, FAC AP1447414 EID2006946 DATE: 10/14/2019 Page 3 of 4 v 1.0.2 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: TBD Parcel ID: 3409-703-0081- Account #: 40258 Sec/Town/Range: 000-3 09/36S/40E Map ID: 34/09S Zoning: RS-3 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Jason Merritt RIVERDALE YACHT CLUB ESTATES -UNIT TWO- BLK 8 6429 Riverland DR LOTS 11, 12 AND 13 (0.43 AC) Fort Pierce, FL 34982 Current Values Historical Values 3-year Just/Market: $26,900 Assessed: $23,558 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $23,558 2019 $26,900 $23,558 $0 $23,558 2018 $27,800 $21,417 $0 $21,417 2017 $22,300 $19,470 $0 $19,470 Sale History Date Book/Page Sale Code Deed Grantor Price 09-23-2019 4323 / 1743 0111. QC Grande Construction Inc $100 04-23-2019 4262 / 1713 0001 WD Russum George M $30,000 01-29-2002 1493 / 0486 XX01 QC Russum George M $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A 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: !n Total Areas ' + W, Finished/Under Air 0 r. Gross Sketched Area 0 Land Size (acres): 0.43 Land Size (SF): 18,730.8 Total Building Count: 1 Special Features and Yard Items Type Qty Units J Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. ' © Copyright 2019 Saint Lucie County Property Appraiser. 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"�.y[ ,a -"X t %ty. �V - • bi-i.:.`}s .�4N s�"7�•'d�'}j ,jr`H.,.a. 11"at t.21`zlt. is - : � , �-..... ..may .x,, •.. • .it�lL_L'.'ti��� ',:'�� -jt)t ,r j'''L.{k(�lT � tt 'ECIO 9T f 8�', eK s _ -e, '•�� � d.D� ��.;i'. .3 �� t,�( t �yt j{Ij"' �'t ,,-1. 2 E ERA. •... _... October 15, 2019 1:4,514 0 187.5 375 750 ft 0 55 110 220 m Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), Custom Soil Resource Report St. Lucie County, Florida 25—Nettles and Oldsmar sands Map Unit Setting National map unit symbol: 1jpv1 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 I Map Unit Composition Nettles and similar soils: 40 percent Oldsmar and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nettles Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 33 inches: sand Bh1 - 33 to 39 inches. sand Bh2 - 39 to 55 inches: sand Btg - 55 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Natural drainage class. Poorly drained Runoff class: 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 6 to 18 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 1.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No itsl Custom Soil Resource Report Description of Oldsmar Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 32 inches: sand Bh - 32 to 42 inches: sand Btg - 42 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: 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 6 to 18 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: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D ' Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Ankona Percent of map unit.- 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Oldsmar Percent of map unit: 4 percent Landform` Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Hydric soil rating. Yes 11 Custom Soil Resource Report Wabasso Percent of map unit. 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pineda Percent of map unit. 4 percent Landform: Flats on marine terraces, drainageways on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes Pepper Percent of map unit. 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No l 43—Susanna and Wauchula sands Map Unit Setting National map unit symbol. ljpw5 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: Not prime farmland Map Unit Composition Susanna and similar soils: 40 percent Wauchula and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Susanna Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits 12 Custom Soil Resource Report Typical profile A - 0 to 6 inches: sand E - 6 to 25 inches: sand Bh - 25 to 29 inches: loamy sand Btg - 29 Ito 48 inches: sandy loam Cg - 48 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 12 to 31 inches to ortstein Natural drainage class: Poorly drained Runoff class: 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 6 to 18 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 1.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w _ Hydrologic Soil Group: A/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) Hydric soil rating: No Description of Wauchula Setting Landform: Flatwoods on marine terraces Landform, position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand Eg - 6 to 22 inches. sand Bh - 22 to 34 inches: sand Bw - 34 to 38 inches: sand Btg - 38 to 50 inches: sandy loam Cg - 50 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: 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 6 to 18 inches Frequency of flooding: None 13 Custom Soil Resource Report 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 waterstorage in profile: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) Hydric soil rating: No Minor Components Ankona. Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Chobee Percent of map unit. 3 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Hydric soil rating: Yes Tantile Percent of map unit. 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Nettles Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Pineda Percent of map unit. 2 percent Landform: Flats on marine terraces, drainageways on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes Wabasso -Percent of map unit. 2 percent 14 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Riviera Percentof map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: Yes Pepper Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Winder, drained and bedded Percent of map unit. 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex, concave Across -slope shape: Linear Hydric soil rating: No 44—Tantile and Pomona sands Map Unit Setting National map. unit symbol. 1 jpw6 Elevation: 20 to 120 feet 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: Not prime farmland Map Unit Composition Pomona and similar soils: 44 percent Tantile and similar soils: 44 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pomona Setting Landform: Flatwoods on marine terraces 15 41 y Custom Soil Resource Report Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 26 inches: sand Bh - 26 to 39 inches: sand E' - 39 to 51 inches: sand Btg - 51 to 72 inches: sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting 'layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to !water table: About 6 to 18 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: - Moderate (about 6.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Description of Tantile Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex, Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand Eg - 5 to 26 inches: sand Bh - 26 to 34 inches: sand Bt - 34 to'49 inches: loamy sand E'g -.49 to 69 inches: sand Btg - 69 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 18 to 31 inches to ortstein Natural drainage class: Poorly drained Runoff class: High r 16 Custom Soil Resource Report 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 6 to 18 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 1.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Pepper Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Nettles Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Ankona Percent of map unit. 3 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No 17 v BENCHMARK NO. 1 NAIL & DISK STAMPED "CSDG TRAV ELEVATION 6.85 FEET (NAVD 88) L 0 0 .2 U � 0= C��+ U N�jc� ) �C _ U) 0 0 06 .r -1_; a)N N U)C 2 O QQ 2 > Q cn OLIJ c� ,� C � o s I I I LOT 9 6�� I LOT 10 (OCCUPIED) oo� I (VACANT) F.F.E. 9.60 FEET FOUND 5/8" IRON ROD z 0.39' WEST I 0 N89'47'07"E 125.00' 0x a I < LO LOT 11 I 6°c (VACANT) ° 65.0 65.3 W Q x I W � 4� " Imo p ROP DRAIN FIELD yk I-- ~ In 500 SQFT xW I 06 W _ 36.6 33.3 45.1 0 r LOT 12 I � I . -.4-I 26.7 I ( VACANT) II < '1- I 1 58.0 5.33 x1 N L_ 22_5 6.0 6.7 PROP SINGLE Q 6 z 11.o STORY CBS HOUSE 01� I. I'x0 3.3 54.3 PROP CONC. 29.2 xk' 16.0 DRIVEI 1AY ILOT 13 25' v u L1_ I BENCHMARK NO. 2 I NAIL & DISK STAMPED "CSDG TRAV PTq ELEVATION 5.94 FEET (NAVD 88) FOUND 5/8"IRON ROD & C STAMPED "LB 3333" SOUTHWEST CORNER LOT 16 SURVEYORS CLR'TIFICATE d• I I PROP. WATER I NICE 25.4 FENCEICORNER 2 62)- --- 0.4' SOUTH% h O° ra1 -a--- �. FOUND 1/2" IRON PIPE x,`O S8947'07"W °,\125.00' or*T�' FOUND 5/8" IRON ROD & CAP 4' CHAIN LINK FENCE N (ILLEGIBLE) N 0.36' EAST LOT 14 (OCCUPIED) w F.F.E. 8.99 FEET EAST RIGHT OF WAY LINE BLOCK 8 UNIT TWO o RIVERDALE YACHT CLUB ESTATES PLAT BOOK 6, PAGE 40 I HEREBY .OERTIFY' THAT 314E BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION- F',EJ_D SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE' TO THE BEST' bfi , MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSURV DESIGN GROUP, INC. BY: B N C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER ESTATE OF FLORIDA REGISTRATION NO. 6101 DATE COPYRIGHT © 2019 ALL RIGHTS RESERVED .SURV DESIGN GROUP, e �/6' WOOD FENCE ti FENCE CORNER 0.8' EAST LOT 25 (OCCUPIED) 0 U) 00 d- W LOT 24 (OCCUPIED) LO O In LOT 23 (OCCUPIED) " 'FENCE CORNER 0.2' SOUTH CERTIFIED TO TNT BUILDERS MIDWAY ROAD W WHITE CITY W a > a Z w 0 SITE GOPHER RIDGE ROAD a o a v' o PARKLAND BLVD GRAPHIC SCALE 30 0 30 ( IN FEET ) 1 inch = 30' ft. DESCRIPTION LOTS 11. 12, AND 13, BLOCK 8, UNIT TWO, RIVERDALE YACHT CLUB ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOCATION MAP (NOT TO SCALE) LEGEND & ABBREVIATIONS O.R.B. - OFFICIAL RECORDS BOOK F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT rL- CENTERLINE CMP- CORRUGATED METAL PIPE P.B. - PLAT BOOK L.B. - LICENSED BUSINESS C.B.S.- CONCRETE BLOCK & STUCCO CONC.- CONCRETE c0b- WOOD POWER POLE EL- ELEVATION OJUV- OVERHEAD UTILITY LINE �- WATER VALVE -0- GUY ANCHOR ®- WATER METER O- SET 5/8" ��IRON ROD & CAP SURVEYOR'S NOTES STAMPED LB 7805 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON APRIL 8, 2019. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 8. THE EAST RIGHT OF WAY LINE OF ARAPAHOE STREET IS ASSUMED TO BEAR NORTH 00121'54" EAST AND ALL OTHER BEARINGS SHOWN -HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 18,563 SQUARE FEET OR 0.43 ACRES, MORE OR LESS. 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "AE" AND "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111 CO277J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PHONE (772)323-2244 File & Drawing No. 6312 ARAPAHOE ST BNDY TOPO CIVILSU V A Tradition of Innovative Engineering 2400 RHODE ISLAND AVENUE L.B. No.7805 FORT PIERCE, Florida, 34950 Scale: 1"=30. Drawn By: BK Date: 10 4 19 Sheet _L of -I- BOUNDARY AND TOPOGRAPHIC SURVEY TNT BUILDERS 981 SW BILTMORE ST. PORT ST. LUCIE, FL a GENERALNOTES _ 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE 6th ed 2017 FBC RESIDENTIAL CODE AND LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHALL BE CONSTRUCTED AS TO CONFLICT WITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION. ALLSUCH LAWS OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION ANDTHE PLANS ARE THE MINIMUM THAT WILLBE ACCEPTED CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED BY THE OWNER. 2 ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALLSCALE DIMENSIONS. BEING VERIFIED PRIOR TO USE 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK 5, CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (1) YEAR AFTER DATE OF ACCEPTANCE BY OWNER, 6. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIES. _ 7. ANY BLOCKING, NAILERS, FLASHING OR OTHER REQUIRED FRAMING MATERIAL SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 8, THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE :SITE SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT :HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 9. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U S GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. 10, WOOD SPECIFICS #2 HEM -FIR SOUTHERN PINE OR SPRUCE PINE -FIR W/19 % LESS MOISTURE CONTENT. 11 ALL WOOD FRAM ING/SHEATHING SHALL MEET PROVISIONS ON CHAPTER 23, FBC 2017, 12, ALL PRODUCT ENCLOSING THE BUILDING ENVELOPE TO MEET FLORIDA PRODUCT APPROVAL EGRESS WINDOWS NOTE ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A"MINIMUM TOTAL GLASS AREA OF 5 0 sq ft: GROUND FLOOR WINDOW AND 5,7 sq ft SECOND STORY WNDOWTHE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-FOUR .(24) INCHES, AND.WIDTHTOBETWENTY(20). INCHES, SILLTO BE 44" MAXIMUM ABV. FIN FLOOR — BUILT-INS & FINISH 1. SEE SHOP DRAWINGS FOR ACTUAL KITCHEN LAY -OUT, SUBMIT ALL SHOP DRAWINGS FOR REVIEW. 2. ALL PANTRY AND LINEN CLOSETS TO HAVE (4) WIRE SHELVES UNLESS OTHERWISE NOTED.. 3. OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE DRAWINGS: 4 ALL CLOTHES CLOSETS TO HAVE WIRE ROD & SHELVES AS SHOWN 26" 12" .._ 2x4" TOP PLATE r rr �' 2"x4' KNEEWALL . (2)2"x4 BTM. PrT P ATE III CABINET SECTION SCALE 1/2'= 2X4NOM,WOOD FIXTURE & BLOCKING CABINET LOCATION (3)11/4"SELF TAPPING + + SCREWS C + + I + + METALSTUD8 OR CMU WALL ELEVATION (3)1-1/4"SELF TAPPING SC WS PLAN m NOTE. FIXTURES AND CABINETS REMOVE RETURN AT INSTALLED PER MANUFACTURER'S WD BLOCKING SPECIFICATIONS.. FOR BLOCKING AT CMU WALL USE 1X4 P T. SHOT TO WALL WITH HILTI' NI WOOD INCONTACT W/ XDNI S AT 6" O/C MA& TO BE PRESSURE TREATED 2 BLOCKING DETAIL FOR HANGING FIXTURES AND CABINETS N.TS. DECOR. TRIM METAL ANGLE -ATTACH TO MOULDING TRUSS .W/SCREWS AT 12" j2" PLYWOOD O C o TRUSS BOTTOM CHORD I I , 6/8" DRYWALL I 22 x 3 ATTIC ACCESS SECTION SCALE :3/4 - 1 -0 N I D O R SC U y� r ALL EXT COMPONENTS &CLADDING REQUIRE PRODUCT "PP 11 3 J 7MAT. o SIZE TYPE HDWE S: 1 3''-0" x 6'-8" COMP, OR MTL. CLAD SWING EXT. 1/5 ELITE tRA16ED 2 16'-0' x 7-0 MTL, CLAD OVERHEAD AS PER MANUF. NEL 2'-8' x6-8 SOLID CORE OR MTL3 SWING 4 HINGE 4 2'-8' x6_8" WOOD/COMP SWING 3 5 2'_8"x6-8" WOOD./COMB SWING 2 6 2'-4"x6'-8". WOOD/COMB SWING 3 7 2'-6"x6-8" WOOD/COMP. SWING 2 8. 2'-S"x6-8" WOOD/COMP .POCKET AS PER MANUF. 9 2'-0"x6-8" WOOD/COMP SWING 3 10 (2)2'-6" X 6-8" WOOD / COMB SWING 2 11 12'-0"X6-8 ALUM, /GLASS SLIDING AS PER MANUF 12 1'-10' x6.6 WOOD/COMP, SWING 3 ALL EXTERIORS WINDOWS AND DOORS TO BE IMPACT RATED SEE A-2 FOR WDW AND DR DETAILS WINDOW SCHEDULE ID SIZE TYPE DESIGN DETAILS NOTES PRESSURES HEAD JAMB SILL A 54"X51° HR34 364/-39,6PSF A A B DOOR HARDWARE_ DOOR NOTES 1. LEVER HANDLE W/ LOCK ENTRY SET OR 1, PROVIDE WALL OR FLOOR MTD. DOOR APPROVED EQUAL STOPS FOR ALL DOORS 2. LEVER HANDLE W/ PRIVACY LOCK 2 CONTRACTOR TO SUBMIT SIHOP DWGS TO FOR APPROVAL PRIOR TO CONSTRUCTION 3. PASSAGE LATCH SET 3.. ALL HARDWARE TO BE BRUSHED ALUMINUM OR SATIN CHROMIUM SCHLAGE OR EQ. 4. LEVER HANDLE W/ LOCKS ET 4. 1 1/2 PR. BUTTS 5. EXTERIOR DOORS SHALL BE WEATHER FINISH & STYLE TO BE. SELECTED BY OWNER STRIPPED AND PROVIDED W/ A THRESHOLD PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT MANUFR. MANUF. DSGN MODEL FLORIDA DESIGN PRESSURES # PRESSURES SW. DOOR W/SIDELT THERMATRU +50/-50 pOBEERRGLASS FL20468,2 +30.01 -32,7 HR WINDOW PGT +75/-75 7710A 18-062701 +38.01-41,3 SGD PGT +60 / -60 770 17-0420.12 . +32.2/ -39.6 MTL. GAR. DR. CLOPAY +36/-42 W73 FL16107.3 +32.21-35,6 ROOF SHINGLES CERTAIN TEED -- LANDMARK 18-1114.02 ---- METAL ROOF DYNAMIC METALS. -___ 5VCRIMP 26ga FL27499,15 ---- UNDERLAYMENTS OWENS CORNING- ---- TITANIUM FL 11602 ---- I HAVE REVIEWED THE ABOVE COMPONENTS AND HAVE APPROVED THEIR USE IN THIS HOME. THEY PROVIDE ADEQUATE RESISTANCE TO THE PREDICTED MAXIMUM PRESSURES DUE TO WIND LOAD AND FORCES SPECIFIED BY THE CURRENT BUILDING CODE PROVISIONS: OPTIONAL BE O 9/23/2019 3:19:44 PM, Progress Set, NOT FOR CONSTRUCTION (i> 28,_10„ I 29'-2" COVERED PATIO olz A '"'y""" MASTER SUITE' a VAULTED CLG - 8'-0" FLAT CLG o I I' m 8'0" TO 8'-8" COFFER CLG 'v 1V 10" " 14'-0" v 8 11'4' 22 /1413 EGRESS I , , -BEDROOM #3 8 O','FLAI CLG. t. /�%Oepah rne4t O w N L a wa a ELD L_ rn cJ O w �Uc/) w P8 a- y06(k - f/J C O tl — S W fa LL FL 0. =ate II 1I 0 ti m al co co co co i gtg e \ NVENLT DRYER. � II 42' HIGH WALLS " J. a - W/GLASSENCL:F0 f `ER HRU ROOF ` { I &SHOWERDR1 94' FLAT CN. SUATION IN. , I , I I i SP PU W m 0 cADJACENT GARA01IWALLS rig�u r0♦i Oi `Rii i DEN pi BtDROOM #2 1 =;� .. I X// /'DOWN STARS VERIFY LOC. 940, •� ••� 2 CAR �jARAGP_ OFF GAR FUR Fm G8'0"FLAT CLG ENTR•, ��mmmrd, .9.1 ��'�i�r i i �.., ♦ � ♦_w_� ♦_� y». � A. � � � � � � « 1 s r.wa1 . t, ..ow O N Z ---------- ---- \ U)T F-�44Ha W WDROOM #4 �e n IC-- ------------- 0� LL r N SCALE: 1/4 =1 -0 ------------------�------- - ---- - � LINE OF ROOF ABV. —/ - - I I i..<\I a 1' 0" 10'-6" v-0" 6'_8" " r ui I I 11 1/2"X 1 1/2" @ RECESSED WATERSTOP \\`\ /� I tttt 9 5 A3 t I b?t �rf�rt a �r t I, 2 \ V--------------------------- ----- -y — -------------- — 2'-8" 16'-0" 2' 8' 14'-2". 20'_2" 2'-4" 21'4' ',.. EllDRAWN ED 58'-0" ■ sJg, K C ■ DAT& • S EPTEMg E1z 20, 20 9 0 SGhLE ■ As sFfowr I rl �� FLOOR PLAN SCALE:1/4"=1'-0" FLOOR PLAN i WALL LEGEND ALL INTERIOR WALLS ARE FIGURED 4" UNLESS OTHERWISE NOTED S"CMUWALLBEARINGATS-O'A,F,F 8"CMUWALL BEARING AT9-4 A.FF 6" INTERIOR BEARING WALL AT8'-0" A F W/R-11 BATT INSUL. MMMMEM STUD WALL OR OPTIONAL METAL .FRAMING TO CEILING, EZZSTUD WALL OR OPT METAL FRAMING W/R-14BATTINSUL. FILE COPY DEC, 30 2019