Loading...
HomeMy WebLinkAboutCompaction Test TRIANGLE TESTING LAB, INC. CoA#3101 . 4750 ROYAL PALM BEACH BOULEVARD WEST PALM BEACH, FLORIDA 33411 (561)790-3049 / r 7 e-mail: triangle29920gmail.com Date: April 1, 2020 To: Saint Lucie County Building Department Re: Soil Compaction Report-Density of In-Place Compacted Soil SYNERGY HOMES - RESIDENCE 6104 YUCCA DRIVE .FORT PIERCE, FL Test Date Test# Test Location Elevation In-Place Readings MMPD Values % Density Moisture Density Moisture 04/01/20 1 Southeast Area 1'-2' 107.7 7.5 109.5 5.6 98.4 04/01/20 2 Center Area 0-1' 108.1 7.7 1 109.5 5.6 98.7 04/01/20 3 Northwest Area 1'-2' 106.8 8.2 109.5 5.6 97.5 Remarks:All elevations are measured from top of pad grade. (Mod Proctor Test#1) Verification Statement This statement shall serve as verification that the soil beneath the proposed structure has been tested in accordance with Section R401.4 of the 2017 Florida Building Code, Residential edition. The tests were conducted from the existing grade. Density tests were taken at a minimum of three (3) locations throughout the total depth of fill.The depth of fill was approximately 3_0 feet. The foundation setbacks were based on information furnished by the client, at the time of testing. Based on the location and depths tested,we verify that the fill has been compacted to a minimum of 95% of the maximum dry density as determined by ASTM D-1557 and that the minimum soil bearing value beneath the proposed foundation area is 2,500 pounds per square foot. Respectfully submitted, RICHARD �� Digitally signed by RICHARD 0 Richard Boyette, FL PE'#42485 BOYETTE DN:c=US,o=RICK BOYETTE Vice President '4`'.CONSULTING INC, April 1, 2020 ou-A01427E0000016A79188A24000 O BOYE-FT."E-,O'OBD4�,-E'n=RICHARD O BOYETTE Date:2020.04.01 20:57:17-04'00' File#22014 This document has been digitally signed by Richard Boyette, FL PE 42485 on 4/1/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. TRIANGLE TESTING LAB, Inc. CoA#31012 4760 Royal Palm Beach Boulevard West Palm Beach, Florida 33411 (661) 790-3049 e-mail: triangle2992@gmail.com Date: April 1, 2020 To: Saint Lucie County Building Department Re: PRELIMINARY SUBSURFACE SOIL INVESTIGATION SYNERGY HOMES - RESIDENCE 6104 YUCCA DRIVE FORT PIERCE, FL Dear Sirs: The subsurface soils at the above referenced site have been investigated and the soil below the intended structure is capable of supporting the structural foundation design load of 2500 psf. Three ten-foot auger holes were investigated and found to contain soils consistent with those in the surrounding area, which are capable of supporting loads not to exceed 2500 pounds per square foot. One fifteen-foot probe penetration test was performed to determine the density of the existing soil. These tests, performed in compliance of Section R401.4 of the 2014 Florida Building Code, Residential, provided sufficient evidence that the underlying soils will support the proposed structure. Per the attached SCS Soil Survey information, the soils are consistent with and classified as Waveland and Immokalee Sand and are not expansive, compressive or otherwise of questionable characteristics. Therefore, per Section R401.4, additional soil tests in accordance with FBC 1803.6 beyond this preliminary report are not necessary Respectfully submitted, Richard Boyette, FL PE #42485 BOYETTEsigned by RIC HARD 0 Vice President RICHARD DN:c=US,o=RICK BOYETTE ,'CONSULTING INC, Attachments:Log of Borings 'CO u_-A014270000016A79188A240 SCS Ma & Soil Description O BOYETE OoOOOBD4 cn=RICHARD O BOYETTE DATE: April 1, 2020 Date:2020.04.01 20:56:12-04'00' g This document has been digitally signed by Richard Boyette,FL PE 42485 on 4/1/2020 using an SHA-1 authentication code.Printed copies of this document are not considered signed and sealed and the SHA-1 File#22014 authentication code must be verified on any electronic copies. • 0 - LOG OF TEST BORINGS -04/01/20 Depth Auger Hole 1 Auger Hole 2 Auger Hole 3 Pen Hole 4 Depth N Remarks DARK BROWNISH DARK BROWNISH DARK BROWNISH DARK BROWNISH 1 1 GRAY MIXED GRAY MIXED GRAY MIXED GRAY MIXED LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 2 2 GRAY LOAMY SAND GRAY LOAMY SAND GRAY LOAMY SAND GRAY LOAMY SAND 3 WITH SHELL WITH SHELL WITH SHELL WITH SHELL 3 4 4 DARK BROWN DARK BROWN DARK BROWN DARK BROWN 5 SAND SAND SAND SAND 5 LIGHT BROWNISH LIGHT BROWNISH LIGHT BROWNISH LIGHT BROWNISH 5-4 6 GRAY SAND GRAY SAND GRAY SAND GRAY SAND 6 7 DARK BROWN DARK BROWN DARK BROWN DARK BROWN 7 SAND SAND SAND SAND g 8 LIGHT BROWNISH LIGHT BROWNISH LIGHT BROWNISH BROWN SANDY GRAY LOAM GRAY LOAM GRAY LOAM LOAM 9 19 BROWN SAND BROWN SAND BROWN SAND BROWN SAND 10 10 5-4 11 12 LIGHT BROWN Water Table: 70" Below Grade SAND 13 14 5-5 15 TERRAIN NOTES SPECIFICATION REFERENCES Site Elevation: NOT GIVEN: NGVD 1. ASTM D1452: Standard Practice for Soil Drainage Status: Natural Investigation & Sampling by Auger Borings 2. ASTM D2922: Standard Test Methods for Vegetation: Cleared Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) Construction Status: Pad 3. ASTM D1586: Standard Test Method for Penetration Test and Split-Barrel Sampling Hole Status: (X) Hole remained open of Soils. () Hole closed 4. ASTM D2974-13: Standard Test Method for SCS Soil Classification: Waveland and Immokalee Moisture, Ash, and Organic Matter of Peat Sand and g Other Organic Soils File#22014 ✓� 1 ya^ l IK + - .K4 ,µ -•y.-n�+.wz,�'.•,+k 7 � "+ Fi mac&�- ,�� A,'c � Y 1—i— a .tea• �.. -1 �°i c j ir.y r"A!rTyr •. .....16 A arc �"♦ k 1. Y w.. pH i 13 r..y4 81y�"Rt J t rM Fr- IL 'Ile g .f��� ^I Ar �` , 1.¢'�l r si 1��; d q�r1 rr t k LL ,r�Y�s ''�.?.� yak+-•ht �, ��.�� a } Sr..Y'y��� row y ,�tr ,J�'� �� * F '•� { ,j 1� '�`t { "\�,.,"Iy.['�'y { r �• it, j�€' z, x � t wn r.a'; '� ..«, gar * ��~ � • a,�. f'4'r4 �3 �,«�. 44 tiv rt��� , A dtf!!� e � '�.,�` �#�-: n *��' �. x 7"k" � .y � 'a+ �,v, rtt"f 'ra r•.,. y 1 1 1 S Soil Map—St.Lucie County,Florida Map Unit Legend Map'Unit Symbol Map Unit Name Acres in'AOI Percent of AOI 50 Waveland and Immokalee fine 3.3 100.0% sands Totals for Area of Interest 3.3 100.0°1° usDA Natural Resources Web Soil Survey 4/1/2020 Conservation Service National Cooperative Soil Survey Page 3 of 3 i i Map Unit Description:Waveland and Immokalee fine sands--St.Lucie County,Florida St. Lucie County, Florida 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol: 1jpwd Elevation: 20 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 Map Unit Composition Waveland and similar soils: 44 percent Immokalee and similar soils: 44 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 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 0.8 inches) USDA Natural Resources Web Soil Survey 12/11/2017 Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Waveland and Immokalee fine sands--St.Lucie County,Florida Across-slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands(G156BC121 FL) Hydric soil rating: No Salerno Percent of map unit: 3 percent Landform: Flatwoods on marine terraces Landform position(three-dimensional): Taff 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 Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position(three-dimensional): Taff Down-slope shape: Linear 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 Data Source Information Soil Survey Area: St. Lucie County, Florida Survey Area Data: Version 10, Oct 6, 2017 USDA Natural Resources Web Soil Survey 12/11/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 i i I �I LOT 15 BLOCK 91 D.F. UNIT 09 I I I• (OCCUPIED) I I FOUND 5/8'I.R. F.F.ELEVATION=19.19 c 1 0.00' I —0.5'WEST WEST 125.00' o FOUND 5/B'I.R. NO CAP 1 187 ` 6'DRAINAGE 8 o i _UTILITY EASEMENT o , 1 ___________ _ , r 35.00' ________ I1 I � � 32.3 O iE w u1 l I r I 125.00' LOT 16 �; io.o I I Z BLOCK 91 I °I 0 5 o UNIT09 ° o rD1 00z om FORMS I I . b W j _1_J 0 Of18. I 'W V I V Wo yl bZi t— � N =Q I �Ic p N I N I O D_ Y }a II _________47.Z__________a IZ o LL n � t W Z 01 I I I 42.33' 7B9 i O J N I e c C) I I m I x m W 1g. !� � 6'DRAINAGE 8 G 30.00, 1 g z UTILITY EASEMENT EAST 125.00' 1 FOUND 5/8'I.R. Z 1 I FOUND 5/B'I.R. LOT 17 NO CAP 0 1 1 NO CAP 1 p� I is BLOCK 91 00 =o i EXISTING (VACANT) Tn Z Flo I I� WATERLINE LOT18 Qm Q°I04 CVZ BLOCK91 UNIT 09 C/L OF EASY STREET (OCCUPIED) I LL a (OCCUPIED) —_— F.F.ELEVATION=18.60 I x E+ 0: O GRAPHIC SCALE z 20 0 10 20 N � UNITED STATES SURVEY FEET � I inch= 20 It. AS BUILT SURVEY PHOTOCOPYING PROHIBITED©2020 LEGAL DESCRIPTION(As furnished by client) LEGEND: LOT 16.BLOCK 91.INDIAN RIVER ESTATES UNIT NINE,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10,PAGE 74 OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY,FLORIDA eox e "11°rt �s. rDcnD nwa nmensswn © x NOTES: ry' • `� IanuoAlo[na1 1.PROPERTY FALLSINAFEMA FLOODZONE%PER FEEDDIM DMA S. tt LLYlSIJEFF NOTTG1/162012 71 yt D.WRITTEN WAENSbN TARE PRECEDENT OVER SLALEOOINEHSK%15.OISTANCESARE NOT TO BE SCALED Gqi �r COHSTRUCiION PIlOIOR DESIGN WRFVSES. j1�•uccmrw vwAL An .ru•°vmw g •w"nArelm ].FlELD NEASSKCIFIOAL PLAT MEASURMS SU AND DEED MEgSUREMENiS ARE CONCURRENT lWLE55 ODIERWISEROU DINST STATEDONTHISSURVEV. 0.NO UNDEROROVND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATEDA9 PARTOF THI95URVEY,UNLESS NOIN LORNAOENO OF HEREON. 4750 Royal Palm S.NO WSIROMENTS OFF RECORD REFLECTWG EASEMENTS,RIGHTSOF-WAY AIIDIOR OVINER9HIPIWVE BEEN TRIANGLE Beach Boulevard FURMSMEO THIS SURVEYOR.EXCEPT AS SHOYRL a EHrnoAcwA<Nrs,vaLranESHowNLaRJeoN W.Palm Beach,FL 33412 T.BEARWGSNOwN HEREDN REGERTo,NE REDORDED PLATAssTATEDWDEscRw,lDNr.eoYE. Land Surveying,Inc. &SCE ORIIILE OF YUCCADRIVE HAS APUT BFARWG OF SOUM ANDPLL OTHFA BEARIN0.55HOVIN HEREON REFER Surveying to Specification561.798-3966(phone) 9.ELEVATX%13.WARY.SHOWN HEAEONREFEATONORTHPMEMC VERTICALDATUMII9NUWHEREMEANH%M LB#2992 1 0 .1H195URVEY 561.791-8777((a%) SEA LEVEL 0 M.UNLESS OTHERWISE N=D. triangle2992@gmail.com 19 NOT TRANSFERABLE BY OMMER9 AFF°AVR OF SURVEY OR SiM1LRwR DLSTRUMEHt. 11.THIS SU(tVEY IS Vp110 W ACCORDANCEYIIM FS 8]T.T8A2 FOR A PEPJOD OF 90 DAYS FROMTNE GATE OF VTD SURVEY PREPARED FOR EXCLUSIVE USE OF: 12 TNISSIIRVEY MEETS PRECISION REOUIRENEM9 FOR SUBURBAN SURVEYS.RELATIVE PRECISION IS GREATER THAN 1 FOOT W TSODFEET. SYNERGY HOMES,LLC,A FLORIDA LIMITED LIABILITY COMPANY 11 ADDR%NSORDEW ONS TOMS SURVEY WAND'ORREPORT BYOTHERTHAN THESIGNINO PARTYOR FIDELITY NATIONAL TITLE INSURANCE COMPANY PARTIES IS PROHIBRFD WRHOUT VRNREN CONSENT OF THE SIGNING PARTY OR PARTIES. H.NOTVALIDWIMOUTTHESM,NATUREANDT ORLMI SEALOFAFLOR°AMCENSEDSURVEYORANDNMPER. FIRST AMERICAN TITLE INSURANCE COMPANY PROGRESSIVE TITLE SOLUTIONS LLC v WNW LEOPOLD KORN,P.A. `fit' lFy - RO B E RT D ,, Digitally itally signed by PAL HOLDINGS GROUP,LLC,A FLORIDA LIMITED LIABILITY COMPANY ROBERT D WHITEHEAD FIELD DATE: -�/ `u"+�p1eAv�© SCALE: ADDRESS: na of-zoza W H ITE H EA D-Date:2020.04•02 OCTOBER 16,2019 1'=20' 6104 YUCCA DRIVE aA' 08:50:14-04'00' REEVVISEU:NE1NSITEIM�PAM °DRAWN BY: FORT PIERCE,FL 34982 ,.- REVISED:FORMSG 129PAM CFC JOB ORDER NO.: F.B. PG. INE SOR�V OEP�IEO HEREON IS NOI CO�R�BV PNOEESSIONAP�BI�Y INSURANCE JOB CRGRDW