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Home My WebLink AboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWA&FtJWTMENT AND DISPOSAL SYSTEM JUL 15 2021 St. Lucie County Permitting CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (St. Lucie County Habitat for Humanity) PROPERTY ADDRESS: TBD Notlem Dr Fort Pierce, FL 34982 LOT: 5-6 BLOCK: 3 PROPERTY ID #: 3403-805-0045-000-4 SUBDIVISION: Ruhlman PERMIT #:56-SF-2276637 APPLICATION #: AP1658598 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1694936 [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 [ 900 ] GALLONS / GPD seDtic 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 [ 500 ] 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, PNT 20000 FND MAG NAIL AND WASHER (1-67025) ELEV 15.30, CL of Rd I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 2.00 ][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D I O T H E R k(NWUJ.tcr:U: [ Ly.UUJ INCHES EXCAVATION REQUIRED: [ 54.UU J INCHES system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: — Brian J Ing),am TITLE: Environmental Specialist III APPROVED BY: A TITLE: Environmental Specialist III St. Lucie CHD Brian J Ing DATE ISSUED: 07/07/2021 EXPIRATION DATE: 01/07/2023 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1658598 SE1537026 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 I a 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2275637 BILL OOC #:56-BID-5266035 CONSTRUCTION APPLICATION #: AP1658598 RECEIVED FROM: Meeks Plumbing. Inc. AMOUNT PAID: $ 660.00 PAYMENT FORM: CREDIT CARD 026630 PAYMENT DATE: 04/26/2021 MAIL TO: (St. Lucie County Habitat for Humanity) FACILITY NAME: PROPERTY LOCATION: TBD Notlem Dr Fort Pierce, FL 34982 5-6 3 Lot: Block: Property ID: 3403-805-0045-000-4 EXPLANATION or DESCRIPTION: QUANTITY 128 - OSTDS Construction System Inspection Research Fee 1 -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection -1 - Well Construction 1 1 1 1 1 1 1 1 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4954516 Note: Well App being sent in separately 5q-_SZ0 j O FEE 5.00 45.00 100.00 100.00 115.00 55.00 75.00 50.00 115.00 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: lCa,r�.o Aya '. SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair //pp g[rg ] Abandonment y/[ $'(]T��emporary [ ] APPLICANT:iEB� �+4�Af,� AGENT: Meeks Plumbing & Septic, Inc. TELEPHONE: (772) 569-2285 MAILING ADDRESS: 5555 U.S. Highway 1, Suite 1, Vero Beach, FL 32967 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 j, e, �/� LOT: BLOCK: SUBDIVISION: � �11499tl� U o PLATTED: N5.-0w-1-1 �'`� PROPERTY ID ,� #: IA-405 QAAVWU-� ZONING: ' I/M OR EQUIVALENT: [ YYNN ] PROPERTY SIZE: 9�7- ACRES WATER SUPPLY: [ ] PRIVATE `PU C [,,/�<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FSS�?y [ Yl ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: �1��8 11 ��✓ Y 7 - DIRECTIONS TO PROPERTY: VS - O t � Dave, kAdysowl o� S • 3f S�-• BUILDING INFORMATION [] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 9 , e 1 �i etl I a 2 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: 1 DATE: I( DH 4015, 08/09 (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: St. Lucie County Habitat for Humanity APPLICATION # AP1658598 PERMIT # 56-SF-2275637 DOCUMENT # SE1537026 CONTRACTOR / AGENT: Meeks Plumbing, Inc. LOT: 5=6 BLOCK: 3 SUBDIVISION: Ruhlman ID#:3403-805-0045-000-4 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: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.32 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 479.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 875.00 SOFT UNOBSTRUCTED AREA REQUIRED: 750.00 SOFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, PNT 20000 FND MAG NAIL AND WASHER ELEVATION OF PROPOSED SYSTEM SITE 9.00 / FT ] [ ABOVE / (LB7025) ELEV 15.30, CL 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 1 WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 44 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD I SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOTL PROFTLE TNFORMATTON STTF. 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 4/1 Sand 0 To 18 1 OYR 7/1 Sand 9 To 33 1 OYR 811 Sand 13 To 33 10YR 412 Sand 33 To 38 1OYR 3/2 Spodic Material 38 To 54 1 OYR 4/2 Sand 54 To 60 10YR 5/2 Sand 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Sand 0 To 8 1 OYR 7/1 Sand 8 To 21 10YR 8/1 Sand 19 To 21 1 OYR 3/2 Spodic Material 21 To 31 1 OYR 4/2 Sand 31 To 67 1 OYR 5/2 Sand 67 To 72 OBSERVED WATER TABLE: 60.00 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 EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 13.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 54 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR8/1 stripping in 10YR711 matrix >10% with diffuse boundaries starting at 13" In SB1. SBi 9" below BM. S13216" belgyr BM. Al SITE EVALUATED BY: Ingram, Brir/(Title: Environmental Specialist 111) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous edition$!'/which may not be used) Incorporated: 64E-6.001, FAC AP1658598 EID2275637 DATE: 06/08/2021 Page 3 of 4 v 1.0.2 27" 2Z W N 27" 22' 11' N Custom Soil Resource Report Soil Map W7110 5571M 57130 557140 r 557150 557160 WIM 557180 537190 55= 557210 587720 567230 � 3 Map Scale: 1:637 if printed on A landscape (11" x 8.7) sheet Meters N 0 5 10 20 30 AIft projection: Web Mentor Comer coordinates: WGS64 Edge tit: UiM Zone 17N WGS84 6 27" 2714' N 27" 2Y 1P N Custom Soil Resource Report St. Lucie County, Florida 29—Pendarvis and Pomello sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 1 jpvq Elevation: 0 to 70 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 Pendarvis and similar soils: 46 percent Pomello and similar soils: 44 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pendarvis Setting Landform: Rises on marine terraces, knolls on marine terraces Landfonn position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 48 inches: sand Bh1- 48 to 62 inches: loamy sand Bh2 - 62 to 76 inches: sand Bt - 76 to 80 inches: loamy sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Moderately well drained Runoff class: Negligible 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 24 to 42 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 1.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131FL) Hyddc soil rating: No Description of Pomello Setting Landform: Ridges on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 42 inches: sand B - 42 to 64 inches: sand Bw/Cg - 64 to 80 inches: sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding. None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 5.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Minor Components L.awnwood Percent of map unit: 2 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hyddc soil rating: No Waveland Percent of map unit: 2 percent 11 Custom Soil Resource Report Landform: Flatwoods on marine terraces 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 Ankona Percent of map unit.- 2 percent Landform: Flatwoods on marine terraces 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 Hobe Percent of map unit: 2 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121FL) Hydric soil rating: No Jonathan Percent of map unit: 2 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121FL) Hydric soil rating: No 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: 1 jpwd Elevation: 0 to 200 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 12 Custom Soil Resource Report Map Unit Composition Waveland and similar soils: 45 percent Immokalee and similar soils. 43 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Waveland Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand Eg - 4 to 32 inches: sand Bh1- 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cg1- 53 to 66 inches: sand Cg2 - 66 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein 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 Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 0.8 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) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydrcc soil rating. No Description of Immokalee Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. • Sandy marine deposits 13 Custom Soil Resource Report Typical profile A - 0 to 6 inches: fine sand E - 6 to 35 inches: fine sand Bh - 35 to 54 inches: fine sand Cg - 54 to 72 inches: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding. None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G1566C141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Salerno Percent of map unit. 3 percent Landform: Flatwoods on marine terraces 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 (G156BC141FL) Hydric soil rating: No Electra Percent of map unit. 3 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of. mesic uplands (G156BC131FL) Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf 14 Custom Soil Resource Report Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Jonathan Percent of map unit: 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121FL) Hydric soil rating: No 15 0 IR co N O N N N 0 0 FND 1/2" IRC (LB7025) 1.03' N 75.00' LOT 4 (OCCUPIED) FFE:15.76' SEPTIC IN BACK (S89 053'3 50.04'(C) 50.00'(P) lj cn 0 ,36.40' 1 O O 0 0 CONC PAD L0 LOT/ O (VACANT) CO 36.78' O V) (n w BENCHMARK PNT 20000_ _ m FND MAG NAIL AND WASHER Cb (LB7025) 0 GD� EL.15.30, / x Sc1r1' 0.30' E OOi�f/,I HT-OFF-W Y��,� `�� b Aw A IS), 1x0.00(P) ,��' SET 5/8" IRC 311.30'(C) FND 1/2" IR 7 VVpr 00.08 (C) (LB8098)Nb5 x 311.00'(P) _ (NO ID) 25.00'--!� E- 50.04'(C) 50.04'(C) S89-53'37�'W(C) PROP Ntn n" 0't� 50.00'(P) ^x v f� LO DRIVE j _ �11'V I D 0 I. O -1� 6' ' 0' 35.68' 1 PROPOSED co 500 SQ. FT. 00 I DRAINFIELD 850 SQ. FT. �� UNOBSTRUCTED U AREA � x'� .� � 3 O o x AC PAD � PR POSED RESIDENCE LOT 6 LOT 7 Ff E: * (VACANT) W (VACANT) 35.30' O CO 2 .00' PROP O Cn WATER I O rn LINXE I Z W _ I N Ct 7 B L 0 C K 3 0 w O F+1 O O C0 Jul St. GRAPHIC SCALE 30 0 15 30 IN FEET) 1 inch = 30 it kk k `� _ Q �BorraclduQh,. d j a Indim1a Aver ° t77 '`--'SITE, -77 SAINT LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE UTILITIES FDOH in St. Lucie County 25.00' PUBLIC UTILITIES ARE NOT AVAILABLE Environmental Health FND 1/2" IRC SITE PLAN Nql' D,W I[pLPa f�4�v tv struction (LB7025) ■ HEALTH DEPARTMENT TO D �11 E 0.08' W Supersedes All Previous Site Plans for 0.25' S OSTDS b-S - z (.3 & Well #5y-3aWa Date:? LEGAL DESCRIPTION vie er. LOT 5 AND LOT 6, BLOCK 3, RUHLMAN SUBDIVISION, ACCORDING TO THE MAP OR P T THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE(S) 55, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SYMBOL & ABBREVIATION LEGEND: 1 50.04'(C) �1. I 0.04'(C) x' 50.04'(C) 50.00'(P) NrO 0.00'(P) I 50.00'(P) SET 5/8" IRC � N89'53'3 "E 100.08'(C) SET 5/8" IRC (LB8098) I 100.00'(P) Qw (LB8098) I ' LOTS 19 & 20 LOTS 17 18 (OC UPIED) (OCCUPI D) 4' 1. SURVEYORS NOTES AND REPORT: FFE21.05' WELL IN BACK FFE:20. 4 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 2. THE LAST DATE OF FIELD WORK WAS FEBRUARY 25, 2021. 3. PARCEL CONTAINS 0.34 ACRES, MORE OR LESS. 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF NOTLEM DRIVE, PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). ELEVATIONS ARE RELATIVE TO A NGS BENCHMARK "X 403" HAVING AN ELEVATION OF 12.71 FEET NAVD 1988. FOR SITE BENCHMARK SEE SURVEY PREPARED BY THIS OFFICE FOR LOTS 7 AND 8. 8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 9. THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111CO277K, EFFECTIVE FEBRUARY 19, 2021. 10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. ASPH ASPHALT BENCHMARK (BM) (C) CALCULATED q CENTERLINE CLF CHAIN LINK FENCE CONC CONCRETE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE (D) DEED D.B. DEED BOOK E EAST/EASTING EL./ELEV. ELEVATION (M) FIELD MEASURED F.F.E. FINISHED FLOOR ELEVATION FND FOUND SO FT. SQUARE FEET FLORIDA REGISTRATION #5556 INV IP IR IR/C MAG/D N.R. NAVD88 O.R.B. OHW PG PK/D GUY WIRE ANCHOR INVERT IRON PIPE IRON ROD IRON ROD AND CAP MAG NAIL MAG BRAND NAIL MONITORING WELL NON RADIAL NORTH AMERICAN VERTICAL DATUM OF 1988 WV M OFFICIAL, RECORDS BOOK Wr OVERHEAD WIRES WF _ & COL) ,d',,.• ems e IV, • a ,�2c � ,• `U 5556 pVrLOftr� c P.B. (P) R RCP R/W 0 X 0.0 X 0.00 PLAT BOOK PLAT DATA RADIUS REINFORCED CONCRETE PIPE RIGHT-OF-WAY PROPERTY CORNER RIGHT-OF-WAY CONTROL TOPOGRAPHIC DATA (SOFT SURFACE) TOPOGRAPHIC DATA (HARD SURFACE) WATER VALVE (WV) WEST WOOD FENCE WOOD POWER POLE ' Z ti uD C9 co �0 Z W 1 d Fo Q LL 0 o CC YWN� �P Q Ix 0 N LL=¢ Q�� IL J Wo Q w LU N h�) F-LL F of t- w� J J U w U O a. a o0 mom ' O LO N O T T sLU O WQ z �z yw Sz z O Z w IA�l� w > Z Z W E Q U O 0 LL Q -_ Lu ��„ F- F- � a. m U) Q 0 Z QUJI = W O�3 m 0 Jai O O LL DRAWN BY: FS CHECKED BY: MTO PROJECT: 21-152 DATE:2/25/2020 SCALE: AS SHOWN SHEET 1 OF 1 L LP A•aPP � r r r = r PLUMBING RISER r Nra —il—Y�.Sara Nror arEaw a_ �cnaGt_\ xarEnPum /� �NNSaER�E640 / _2"PROTECTIVE BOLLARD A-1.0 •^ter - SQUAREFOOTAGE SQ. FT. We+a iNf SP. c.N.cE imv. cavDao Pc¢Tn rwaP. vaare a,�ua+ w.Pr. INTERIOR DOOR SCHEDULE • s� D� aPTION RENARNs raa rrotLOuecOAe e-INa1siEFl EXTERIOR DOOR 3 WINDOW SCHEDULE SYM. REM Qi 21iXWPnOw L4XWNNW O O rrEnur.rww NmanawNOtmtwvn RAIrEnWM;P¢PMae M.O.(NADTH X NT.) MANUFACTURER (FTdNCHES) LOCATION eFalOOYa UwaOit W Rear f+Nace XPAa Dow Dw.aroaN - Txe1w�Th0 DESIGN PRESSURES OPENING PRODUCT RATED DESIGN DESIGN PRESSURE PRESSURES ens aFEMSY9 Mao SEE ElEv9 GOP STRUCTURAL NOTES: L oEsc+raowsa.cmiaarlewrnAs¢rnn �NE��Rta; rewinAaN.tw aooPR cavma a srimcrX�rvrooius. a �iuvroarasasrEeti¢aaYNE.n, 1 MNwN enxfAETEPROIECNatPORNOKONt864A9 FOD1Wn W�HLNBK(MCP'n[rER .Im. 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