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HomeMy WebLinkAboutSewage_ `?APPLICATION #:AP1586173 STATE OF FLORIDA PERMIT #:56-SF-04355 DEPARTMENT OF HEALTH DOCUMENT #:F11526295 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID :1OI21/2020 FEE PAID:95.00 RECEIPT #:56-PID-4759891 APPLICANT: Beth Brown (Dave Golden Homes) AGENT: Ashton Septic Tanks Inc. PROPERTY ADDRESS: 3601 Arnold Rd Fort_Pierce,FL 34981 LOT: 13 & 14 SUBDIVISION: BLOCK: 3 Cross Trail ID#: 2420-601-0044-000-1 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] [2] [ ] [271 SURFACE WATER FT [ ] [021 TANK MATERIAL [ ] [281 DITCHES FT [ ] [031 OUTLET DEVICE [ ] [29] PRIVATE WELLS FT [ ] [04] MULTI -CHAMBERED [ Y / N ] [ ] [301 PUBLIC WELLS FT [ ] [051 OUTLET FILTER [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND 1. 2. [ ] [32] POTABLE WATER FT [ ] [07] WATERTIGHT [ ] [331 BUILDING FOUNDATIONS FT [ ] [08] LEVEL [• ] [34] PROPERTY LINES FT [ ] [09] DEPTH TO LID [ ] [35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUPID SYSTEM [ ] [10] AREA [1] [2] SQFT [ ] [36] DRAINFIELD COVER [ ] [11] DISTRIBUTION BOX HEADER [ ] [37] SHOULDERS [ ] [12] NUMBER OF DRAINLINES 1. 2. [ ] [38] SLOPES [ ] [131 DRAINLINE SEPARATION [ ] [39] STABILIZATION [ ] [141 DRAINLINE SLOPE [ ] 1151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM [ ] [40] UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION [ ] [41] STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] [42] ALARMS I ] [191 AGGREGATE SIZE [ ] [43] MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [44.1 BUILDING AREA [ ] [21]. AGGREGATE DEPTH [ ] [451 LOCATION CONFORMS WITH SITE PLAN 46 FINAL SITE GRADING FILL / EXCAVATION MATERIAL [ ] [ ] [ ] [22] FILL AMOUNT [ ] [471 CONTRACTOR MICHAEL W STUHR (ASHTO [ ] [23] FILL TEXTURE [ ] [48] OTHER [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA REPLACED [ ] [491 TANK PUMPED 11/03/2020 [ 1 1263 REPLACVb=NT MATERIAL r ] [50] TANK CRUSHED S PILLED 11/03/2020 Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / DISAPPROVED ] FINAL SYSTEM [ APPROVED / DISAPPROVED ]: Environmental Spe (Explanation of Violations on following page) DH 4016, 08/09 (ObsoleteS all previous editions which Incorporated: 64E-6.003, FAC EH Database v 1.0.1 AP1686173 St. Lucie CHD J Ingram (ENVIRONMENTAL HEALTH) St. Lucie CED NMENTAL HEALTH) not be used) EID346188 DATE: 11 /03/2020 DATE: 11 /03/2020 Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATION #:AP1586173 PERMIT #:56-SF-04355 DOCUMENT #:F11526295 DATE LAID. 10/2112020 FEE PAID :95.00 RECEIPT #:56-PID-4759891 Existing ST pumped and abandoned properly. No violations, system ok to cover. Contractor notified by phone. Abandonment approved. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1586173 EID346188 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: Beth Brown (Dave Golden Homes) PROPERTY ADDRESS: 3601 Arnold Rd Fort Pierce, FL 34981 PERMIT #:56-SF-04355 APPLICATION #: AP1586173 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1466431 osTDs #:02-0397-R LOT: 13 & 14 BLOCK: 3 SUBDIVISION: Cross Trail PROPERTY ID #: 2420-601-0044-000-1 [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 [ ] GALLONS / GPD CAPACITY A [ J GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ ] SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [ ] STANDARD I CONFIGURATION: [ ] TRENCH N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D 0 T H E R SYSTEM SYSTEM [ ] FILLED [ ] MOUND [ ] [ ] BED [ ] ][ABOVE / BELOW] BENCHMARK/REFERENCE POINT ][ABOVE / BELOW] BENCHMARK/REFERENCE POINT .1LL XNQUIXEIJ: I U.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES Have the tank abandoned in accordance with the following procedures:(a) The tank shall be pumped out.(b) The bottom of the tank shall be opened or ruptured, or the entire tank collapsed so as to prevent the tank from retaining water, and(c) The tank shall be filled with clean sand or other suitable material, and completely covered with soil. Have the system inspected by the health department after it has been pumped and ruptured but before it is filled with sand and covered. SPECIFICATIONS BY: TITLE: APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J Ingram DATE ISSUED: 10/3012020 EXPIRATION DATE: 01/28/2021 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 - 4.1.��3sasx�s ss-i APPLICATION #:i4P1586173 STATE OF FLORIDA PERMIT #:56-SF-04355 DEPARTMENT OF HEALTH, DOCUMENT #: FI 1526295 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID: 10/21/2020 FEE PAID:95•00 RECEIPT #:56-PID-4759891 APPLICANT: Beth Brown (Dave Golden Homes) AGENT: Ashton Septic Tanks Inc. PROPERTY ADDRESS: 3601 Arnold Rd Fort Pierce, FL 34981 LOT: 13 & 14 SUBDIVISION: BLOCK: 3 Cross Trail ID#: 2420-601-0044-000-1 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] Coll TANK SIZE Ell [21 [ l [27] SURFACE WATER FT [ l [02] TANK MATERIAL [ l [28] DITCHES FT [ l [031 OUTLET DEVICE [ ) [29] PRIVATE WELLS FT [ ] [04] MULTI -CHAMBERED [ Y / N ] [ ] [301 PUBLIC WELLS FT [ l [051 OUTLET FILTER [ ] [31] IRRIGATION WELLS FT [ l (06] LEGEND 1, 2. [ ] [321 POTABLE WATER FT [ l [07] WATERTIGHT [ ] [33] BUILDING FOUNDATIONS FT [ ] [08] LEVEL [ ] [341 PROPERTY LINES FT [ ] (09] DEPTH TO LID [ ] (35] OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ l [10] AREA [1] [21 SQFT [ ) 1361 DRAINFIELD COVER [ ] [11] DISTRIBUTION BOX HEADER [ ] [373 SHOULDERS [ ] (12] NUMBER OF DRAINLINES 1, 2. [ ] [381 SLOPES [ l [131 DRAINLINE SEPARATION [ ] [39] STABILIZATION [ l [143 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ l [16] ELEVATION [ ABOVE / BELOW IBM [ 3 [40] UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION [ ] [411 STORMNATER RUNOFF [ ] . [18] DOSING PUMPS [ l [42] ALARMS [ ] [191 AGGREGATE SIZE [ l [431 MAINTENANCE AGREEMENT [ l (201 AGGREGATE EXCESSIVE FINES [ ] (44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ ] [46] FINAL SITE GRADING [ l [22] FILL AMOUNT [ l (471 CONTRACTOR MICHAEL W STUHR (ASHTO I l [23] FILL TEXTURE [ ] [48] OTHER [ l [24] EXCAVATION DEPTH ABANDONMENT [ ] [25] AREA REPLACED [ 1 [49] TANK PUMPED 11/03/2020 [ l I261 REPLACEMENT MATERIAL [ ] r501 TANK CRUSIMD C. VXXXrM 11/03/2020 Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / DISAPPROVED ): FINAL SYSTEM [ APPROVED / DISAPPROVED ]: (Explanation of Violations on following page) DE 4016, 08/09 (Obsoletes all previous editions which Incorporated: 64E-6.003, PAC EH Database v 1.0.1 AP1586173 St. Lucie CHD J Ingram (ENVIRONMENTAL HEALTH) ~� St. Lucie CHD J Ingram (ENVIRONMENTAL HEALTH) not be used) EID346188 DATE: 11 /03/2020 DATE: 11 /03/2020 Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment Comments APPLICATIoN #: AP 1586173 PERCT #:56-SF-04355 DOCUMENT #: FI 1526295 DATE PAID :10/21 /2020 FEE PAID:9 5•00 RECEIPT #:56-PID-4759891 Existing ST pumped and abandoned properly. No violations, system ok to cover. Contractor notified by phone. Abandonment approved. DH 4016, 08109 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1586173 EID346188 0%31)%U — PERMIT #: 56-SF-04355 STATE OF FLORIDA APPLICATION #: AP1582925 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: CC)"# #: PR1494792 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Beth Brown (Dave Golden Homes) PROPERTY ADDRESS: 3601 Arnold Rd Fort Pierce, FL 34981 LOT: 13 & 14 BLOCK: 3 SUBDIVISION: Cross Trail PROPERTY ID #: 2420-601-0044-000-1 [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 Seotic 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 NiD, S side of Arnold Rd, center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 3.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 5.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D I 0 T H E R REQUIRED: ['L6.UU] INCHES EXCAVATION REQUIRED: [ 14.001 INCHES system is sized for 3 bedrooms with a maximum occupancy of 6persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J In am TITLE. Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J I ram DATE ISSUED: 12/18/202 EXPIRATION DATE: 06/18/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1582925 SE1452638 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. CiZ26� -Z�' V'V�'Wly JL'i ►LJ ��y _ St. Lucie County Health Department Fi 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEAUH PAYING ON: #: 5.6-SF-04355 BILL DOG #:56-BID-5046435 CONSTRUCTION APPLICATION #: AP1582925 RECEIVED FROM: Dave Golden Homes AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 27667 PAYMENT DATE: 10/06/2020 MAIL TO: Beth Brown FACILITY NAME: PROPERTY LOCATION: 3601 Arnold Rd Fort Pierce, FL 34981 Lot: 13 & 14 Block: 3 Property ID: 2420-601-0044-000-1 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 r OSTDS Construction Reinspection 1 $ 50.00 1 Q 1s l'-to aO 'El l ai.zT LAP--t Op RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4745632 STATE OF FLORIDA PERMIT NO'S�o�� - �� DEPARr±MENT OF HEALTH DATE PAID:1010 '1Pb ON -SITE SEWAGE T12EATME14T AND DISPOSP:L FEE PAID: SYSTEM RECEIPT: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ 7 Holding Tank [ 7 Innovative [ ] Repair // L><3 Abandonment ( ] Temporary [ ] APPLICANT: AGENT: 70 % Ft,0 -/ITT- ' y S TELEPHONE; MAILING ADDRESS: — 4 i) 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: I-L4--s BLOCK: SUBDIVISION: _L�pSS / /ZJJ�� �(i/j.. PLATTED: PROPERTY ID ##; Z 7 Z•G (2 / y L:QCa / ZONING: I/M QR EQUIVALENT: [ YIN ] PROPERTY SIZE::. 3 3 ACRES WATER SUPPLY: ['�] PRIVATE PUBLIC [ ]<=2.000GPD [ 1>20009PD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/A ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: DIRECTIONS TO PROPERTY-. �Pf Ci I !1/1 /� (%iZ , ,t 1(� 5�� �%l7 r S S / , s i7 cf -ro BUILDING INFORMATION C )4 RESIDENTIAL [ 7 COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sq:. Table 1, Chapter 64E-6., FAC 1 J lI`4 �z &. b, K 3 4 [ ] Floor/Equipme Drains [ ] Other (Specify) SIGNATURE: DH 4015, 08/09 (Obsoletes previous- editions which may not be issed) Incorporated 642-6,001, FAC Page 1 of.4 i I; i STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Beth Brown (Dave Golden Homes) CONTRACTOR / AGENT: Dave Golden Homes LOT: 13 & 14 BLOCK: 3 APPLICATION # AP1582925 PERMIT # 56-SF-04355 DOCUMENT # SE1452638 SUBDIVISION: Cross Trail ID#: 2420-601-0044-000-1 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: 0.34 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 849.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM NID. S side of Arnold Rd. center of 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: 85 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 54 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION STTF. 1 RnTT. PRAFTT.F. TNFAPMDTTAN CTTF 9 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Fill - Sand 0 To 13 1 OYR 5/2 Sand 13 To 26 1 OYR 6/2 Sand 16 To 26 1 OYR 5/2 Loamy Sand 26 To 40 10YR 5/2 Fine Sand 40 To 54 HOLE CAVING Refusal 54 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1OYR 3/3 Fill - Loamy Sand 0 To 14 10YR 5/2 Sand 14 To 28 1OYR 6/2 Sand 15 To 28 10YR 5/2 Loamy Sand 28 To 42 10YR 5/1 Fine Sand 42 To 55 HOLE CAVING Refusal 55 To 72 OBSERVED WATER TABLE: 29.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 14 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/2 stripping in 10YR5/2 matrix >10% with diffuse boundaries starting at 16" in S62. SB1 3" below BM. SB2 2" belo BM. SITE EVALUATED BY: DATE: 12/08/2020 Ingra f Brian (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page-3 of 4 AP1682925 EID346188 v 1.0.2 WIM 51p- 5X - C) 9355 APPLICANT'S NAME: LEGAL DE& I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, Filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. doc;: rorms;scptics. SepticApppPa,e2U7 �� Nr Q, ' yrr�Q•�� �9 qV ISTATE OF FIORMA `...: irrrrrrSuNW�� CERTIFIED BY: CklO6 oa l- _ FLORIDA PROFESSIONAL CIO.:.. DATE: . JOB vo.:=-�� FND 51W MC LB # 4286 0 N S 88044104' E 17 28815' FND NAIL & DISK (NO ID) ELEV. =1 i,82 / 16.85 x 1 .09 88°8434 E 15.08 x- 9v14'' 4S 5.92 FND 1° IP FNIR 3/,V IP ID) (NO ID) I (NO 1 I I I LOT 12 BLOCK 3 VACANT I PROPOSED GREEN AREA I 17.1 q17.40 17.2 - -FND RR SPIKE NO ID 17.09 \ (IN CUT OUT) 7.22 BENCHMARK 17.19 ELEV.=18.63' 51te Plan For: Beth Brown -p STREET ADDRESS: 17.30 BASE BEARING _ S 88054.04' E 108.27 x 40S 88'44.04' E 17,50 283 20' a 4.80 NV 16,56 f6� -75 N x : x16. 16.87 1 .4 17.08 \ 1 .21 16.45x ' 16.40S 81�44'04' E 107�80' . 3 S '.�4.� - - - 5.0y- • 17.21 14.9' m 'CONC' o� 16. 0 INV 15 2 SET 5 W:1 IRC FNI !IRC x 16.2 M 16.13 # / LB # "'25 16.44N •16,06 PROPOSED79 \ 13. D� 2Z0' WA� .a 16V q .8 x }7.45 I \ W 1 .' LOT 13 216.26 C; PROPOSED I x15. 7 iq X_ 6.56 .1614 x 5.79 1 STORY CBS In LOT 14 15' 9� 16.13 _ 75_0' RESIDENCE I x 1 .10 BLOCK 3 Z 10. ' FFE =18.9' s�o• OCCUPM4' 1114 LOT 15 I BLOCK 3 I o �,, 16.33 - I / ZaVo, 15,9� 10.0 0o x 1 35 15.56 QIN -----°'--- X Q A07 Cb: L 11 .3 x 16.7114 I 1 / L - 15 4' FENCE '62 I / SL 5/8" IRIS LB # 7903 I I PROPOSED \ DRAINFIELD x 15.0 +-390SQ FT S 89"1 'I 8' E 104 98' LOW GROUND PER PLAT VACANT X x 15.1 x 14.8 SET 5/W MC LE F MO jh St. Lucie County Environmental -Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5G 5f- cm355 & Well # Date:ld.1 l 0.14 /� 3601 ARNOLD ROAD, FORT PIERCE, FL 34981 LEGAL DESCRIPTION: LOTS 13 & 14 BLOCK 3, ACCORDING TO THE PLAT THEREOF, CROSS TRAIL SUBDIVISION, AS RECORDED IN PLAT BOOK 7, PAGE 39, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LEGEND � ABBREVIATIONS: A ARC LENGTH ORB A/C AIR CONDITIONER P BSL BUILDING SETBACK LINE PB C CALCULATED FROM FIELD MEASUREMENTS PCP CBS CONCRETE BLOCK STRUCTURE PG(S) CONC CONCRETE POB CM CONCRETE MONUMENT POC CA CENTERUNE PSM D&UE DRAINAGE & UTILITY EASEMENT R ELEV ELEVATION R/W FFE FINISH FLOOR ELEVATION TOB FND FOUND TOS ID IDENTIFICATION NUMBER UE IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA NAVD NORTH AMERICAN VERTICAL DATUM OHP OVERHEAD UTILITIES GENERAL NOTES: 0' 30' 60' GRAPHIC SCALE IN FEET 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. OFFICIAL RECORDS BOOK PLAT DATA PLAT BOOK PERMANENT CONTROL POINT PAGE(S) POINT OF BEGINNING POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR & MAPPER RADIUS RIGHT OF WAY TOP OF BANK TOE OF SLOPE UTILITY EASEMENT ELEVATION (TYPICAL) WATER METER SEWER MANHOLE UTILITY POLE DELTA ELECTRIC SERVICE BOX TELEPHONE SERVICE BOX 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF ARNOLD ROAD HAVING A BEARING OF S88'44'04"E, ACCORDING TO THE PLAT OF CROSS TRAIL SUBDIVISION, AS RECORDED IN PLAT BOOK 7, PAGE 39, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0186 J. EFFECTIVE DATE FEBRUARY 16. 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. REFERENCE BENCHMARK, ST. LUCIE COUNTY, "HARRY", WITH AN ELEVATION OF 15.79'. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEEDr RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 29, 2020. CERTI FI ED TO: © COPYRIGHT ARNOLD SURVEYING, INC. Arnold Surveying, Inc. BETi1 BROWN; ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS JOB NO. 20-538 DATE: 10 01 2020 PROFESSIONAL SURVEYORS AND MAPPERS LI N DSEY BROWN; C arles Arnold D E SIGNED OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY SCALE: 1"=30' FLORIDA LICENSED BUSINESS NUMBER 7903 DAVE GOLDEN I10ME5, INC; Profesebrlal Surveyor &Mapper OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM PROHIBITED. THIS DRAWING OR DRAWN BY: CA REVIEWED BY: CA 4888 N. KINGS HIGHWAY J425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 FLORIDA LICEN4E,1!`I.Oi. 4971 DOCUMENT 15 PARNOLD ROTECEDIBY FEDERLY AL COFYRIGHT LAWS. (772) 708-1819 SURVEY®ASI-SURVEY.COM ■ ■ PRECAST LW IEI _ ■ ■ I� R I I Ia Si COV. PATIO i� O �I 8'-0" CLG/CONC. I` J Ig 37a SH L-L H8 37a SH L-C I 3068 FR E SS Tin pow 6 I 3E a6 55 L ` 3EGR SSI I 3068 OF" " _ 6'-4 ' W.I.C. m KITCHEN •� 170' CLG/VINY MASTER SUITE BEDROOM #3 r-- n •' 8'-O" CLG/VINYL - 3' a 8'-O" CLG/VINYL I I I I II 3' I I s I 11 6068 OF ' I I II VERIFY HEIGHT.' LNDRYD. cm --- ---- I L—� 20WNER c 6'-4 — 3' 4' M. BAT Im a @IT[Y M.SMER — -- 1 BATH I CLG/VIN =_ L 'I .I m m® STORAGE CLOSET O 0' CLG/ YL I •' E GREAT ROOM DeL OF 10'-0' CLG/VINYL 0685C FATHER WIT 506e DaL 6_ F a suse — — — — — — — — 17'-11 0-HCL ElF-Cl FI TEO • ESICN FOR STORAGE 6068 OF IH OOM PFR 7 —3'-3 (HIED LTICATE f8C R 31771.7 oI55[[ v/72g"SDELITE L-7 (2137.72 SH m 8 BEDROOM #2 A ENTRY I 8'-0" CLG/VINYL 10'-0" CLG/CONC. PRE -LAST INTEL E-9 2-CAR GARAGE 11'-6 " f (213 3 SHE SS L 6 •I . 8'-4" CLG/CONC. 20'-8 - 18'a1' CHGO LJ 5 HB FOAM INSULATION ASPHALT SHINGLES OVER ICE AND WATER SHIELD PEEL AND STICK 19/32- USCOX STRUCTURAL I PLYWOOD SHEATHING OVER PRE-ENGINEERED WOOD TRSES ® 24' O.C. (SEE ROOF FRAMING PLAN NLEET-AB FOR ROOF SHEATHING NAIUNG SCHEDU) SEE GALV. METAL TRUSS ANCHOR STRAP ELEV. (TYP) �— (SEE SHEET -AB FOR TRUSS CONNECTOR SCHEDULE) 2F ALUMINUM DRIP EDGE OVER 10 P.T. NAILER )4' THICK CEIUNG RATED GYPSUMS WALLBOARD SHEATHING (OTHERWISE 1 ALUMINUM FASCIA OVER 2x6 CONT. SUB FASCIA BOARD NAILED TO EACH TRUSS TAIL W/ (2) 18d NON -RATED 44' THICK GYPSUM WALL BOARD IS REWIRED) COM. NAILS (OR BETTER) )r GYPSUM WALLBOARD SHEATHING OVER VINYL SOFFITS CONTINUOUS SOFFIT VENT (SEE ROOFING NOTE d4) 1"x2• (NOMINAL) P.T. FURRING STRIPS ® 24' O.C. (MAX) AND R4.1 FI-FOIL INSULATION WITH CONT. 2x4 P.T. LEDGER BOARD v/ Y'x3' TAPCONS REFLECTIVE VAPOR BARRIER Z 024' O.C. (OR BETTER) B' PRECAST LINTEL w/(1)-#5 BAR IN < M 13LOCK C�,R UTED SOLD WITH (1) A 5NGLE COURSE 8" CMU C REBARBCONITI UOND A US" (3000 PSI) CONCRETE FILLED CELL AT U ALL DOOR AND WINDOW OPENINGS (SEE �` LINTEL SCH. FOR MORE INFORMATION) NEW 8' CMU WALL CONSTRUCTION WITH TYPE 'M- 'o MORTAR 1� WOOD BASE BOARD m = )j' MIN. CEMENT STUCCO COATING 4• THICK (MIN.) POURED CONC. (2500 PSI MI p5 VERT, REBAR AND y5 DOWEL BARS WITH STD. TO - LONG HOOK (MIN.) GROUTED SOUD. SET DOWELS AS FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR t0 INDICATED ON PLAN 30' MIN. LAP SPLCE (TYPICAL) BARRIER & COMPACTED TERMITE TREATED CLEAN SOIL FILL (SEE SHEET A2 FOR FOUNDATION iV 8' WIDE BLOCK RECESS FLOOR SLABAk NOTES) _ -- FINISHED _I � 12" MIN. EMBEDMENT �k BELOW EASTING GRADE (2) 85 CONTINUOUS REBAR -PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER B'-1'. 1 TYPICAL EXTERIOR WALL and FOOTING SECTION AC SCALE: 712' a 1'-0" TYPICAL INTERIOR ARCH DETAIL ••NOTE, ALL ARCH OPENINGS SHALL HAVE A MINIMUM BO' CLEAR HEAD HEIGHT 1 F[`.FAR"f IIIIIIII 8'-0'H x B' CMU MASONRY WALL 10'-0'H x 8' CMU MASONRY WALL R-11 INSULATION INTERIOR 2x4 STUD BEARING PARTITION WALL INTERIOR 2x4 STUD NON -BEARING PARTITION WALL L.1 PRE -CAST CONCRETE UNTEL DESIGNATION (SEE SHEET A3) VTR SOIL PIPE VENT THROUGH ROOF WINDOW MARK (ALL IMPACT) 54.63 SH (54'W x 63'H SINGLE HUNG) (SEE MANUFACTURER'S SPECS FOR DETAILS) 3068 DOOR MARK (ALL IMPACT) (S-O'W x 6'-8'H OPENING) NOMINAL 00 `DN 0 cTT u) •D N CD TI p� N C 0 D tisD-0vo�' �o3cn �Q�r o-«�c c O A 90 to —1 _ CD O v l .. O � 1 AREA TABULATION LIVING: 1,414 SQ. FT. GARAGE: 498 SQ. FT. PATIO: .100 SQ. FT. ENTRY PORCH: 86 SQ. FT. TOTAL: 2,098 SQ. FT. It v FRONT ELEVATION SCALE: 114' =1'-0' 16'O.H. (') TEXTURED CEMENT / s STUCCO COATING OVER �8' CMU BLOCK WALL " (TYPICAL) s ______ LEFT ELEVATION SCALE: 114" a 1'-0' CALCULATE ATTIC VENTILATION l .-.1 r .-m ES EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP:B MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 24.2 -26.2 24.2 -32.4 2 15.0 24.1 -26.2 24.1 -32.3 3 20.0 24.1 -26.1 24.1 -32.1 4 25.0 24.0 -26.0 24.0 5 30.0 23.9 -26,0 23.9 -31.9 6 35.0 23.9 -25.9 23.9 -31.8 7 40.0 23.8 -25.9 23.8 8 45.0 23.7 -25.8 23.7 9 50.0 23.7 -25.7 23.7 -31.4 10 110 229 -25.0 229 -29.9 (La00� Ll TEXTURED CEMENT STUCCO COATING OVER 8' CMU BLOCK WALL f(TYPICAL) RIGHT ELEVATION SCALE: 114" =1'-0' 16'O.H. (TYP•) El e TEXTURED CEMENT 7Q0 ...' ... STUCCO COATING OVER • 8' CMU BLOCK WALL ,. -- (TYPICAL) _ __________________________ REAR ELEVATION SCALE: UP