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Home My WebLink AboutSOIL NUCLEAR GAUGE PAPERWORK1612 - 03 r/Z/ N Pon St. Lucia FBPE CA 4930 52114w Entarptlse Drive Pod SL Lucia. FL 34986 Phane:772-924.35151 Fax: 7n.924-3580 Soil Nuclear Gauge Report Date: 413/2017 Test Method: ASTM D 6938 Client: Phoenix Realty Homes, Inc. 1760 North Jog Road, Suite 120 West Palm Beach, FL 33411 Project: 16-1614.00 121 Queen Gunevier Court Fort Pierce, Florida Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (PCf) In Place Moisture (%) In Place Dry Density (p Probe Depth In Percent Compaction MInimax Comp. %) Remark 1 3/28117 P-1 NIA 10.4 117.1 8.0 114.5 12 98 951105 Pass 2 3128/17 P-1 NIA 10.4 117.1 6.4 115.8 12 99 95 / 105 Pass 3 3128117 P-1 NIA 10.4 117.1 7.8 114.6 12 98 95 / 105 Pass 4 3/28117 P-2 NIA 12.0 103.1 5.3 101.5 12 98 951105 Pass 5 3128117 P-2 N/A 12.0 103.1 7.3 99.4 12 96 951 105 Pass 6 3128117 P-2 NIA 12.0 103.1 7.1 99.1 1 12 1 98 1 951105 1 Pass Test Information Test# Test Location Elevation Reference Gauge Make I Model I SN Field Technician 1 Below Slab Grade: Foundation pad, center 0-1 Troxler 3430 26474 Grimes, John 2 Below Slab Grade: Foundation pad, northwest comer 0-1 Troxler 3430 26474 Grimes, John 3 Below Slab Grade: Foundation pad, southeast comer 0-1 Troxler 3430 26474 Grimes, John 4 Below Bottom of Footing: Footing, east side 1-2 Troxler 3430 34907 Grimes, John 5 Below Bottom of Footing: Feeling, west side 1-2 Troxier 3430 34907 Grimes, John 6 Below Bottom of Footing: Footing, north side 1-2 Troxler 3430 34907 Grimes, John Remarks Comments Pass: Tests results comply with specifications Tests are'Dlrect Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge callbtallon data on Its with the testing agency. APPROVED (D 0 0675 04/Alj)17 r17 Donald VeMoler, P.qc.= O �'✓?rof@89tAf1Hl fflfgine�Vy'0675 10, 'rrpnrout` Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 • D°Iray Roach FePE CA a 4e30 1215 Wallow Ddve D¢Uay Reach, FL 33444 Phone: 561-347-00701 Fax; 561-395.5905 ` Soil Nuclear Gauge 9 �-~ Client: Project: Report Date: 4/3/2017 Phoenix Realty Homes, Inc. 16-1614.00 Test Method: ASTM D 6938 1760 North Jog Road, Suite 120 121 Queen Gunevier Court West Palm Beach, FL 33411 Fort Pierce, Florida Test Results Test At Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture °/4 Maximum Dry Density pe In Place Moisture % In Place Dry Density pef)(in) Probe Depth Percent Compaction Min/Max Comp. % Remark 1 3/28117 P-1 N/A 10A 117.1, 8.0 114.5 12 98 95/105 Pass 2 3128117 P-1 N/A 10A 117.1 6.4 115.8 12 99 95/105 Pass 3 3128117 P-1 N/A 10A 117.1 7.8 114.6 12 98 951105 Pass 4 328/17 P-2 NIA 12.0 103.1 5.3 101.5 12 98 95 / 105 Pass 5 3128117 P-2 N!A 12.0 103:1 7.3 99:4 12 96 95l105 Pass 6 328/17 P-2 NIA 12.0 103.1 7:1 99.1 12 96 95 / 105 Pass 7estlnformation" Test # Test Location Efevation Reference Gauge Make / Model / SN Field Technician 1 Below Slab Grade: Foundation pad, center 0-1 Troxler 3430 26474 Gdmes, John 2 Below Slab Grade: Foundation pad, northwest corner 0-1 Troxler 3430 26474 Grimes, John 3 Below Slab Grade: Foundation pad,. southeast corner 0-1 Troxler 3430 26474 Grimes, John 4 Below Bottom of Footing: Footing, east side 1-2 Troxler 3430 34907 Grimes, John 5 Below Bottom of Footing: Footing, west side 1-2 Troxler 3430 34907 Grimes, John 6 Below Bottom of Footing: Footing, north side 1-2 Troxler 3430 34907 Grimes, John Remarks `-' 'Comritents. ° Pass: Tests results comply with specifications Tests are 'Direct Transmission' (Method A) unless probe depth is noted as °Backscatter'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except In full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic =M u' �N: d'T :O� .q RipAQ fit /''/j111111111 �� /6 f Z Soil Nuclear Gauge Client: Project: rReport Gr� Data: 413/2017 Phoenix Realty Homes, Inc 16-1614.00 asks, e..rn Test Method: ASTM D 6938 1760 North Jog Road, Suite 120 West Palm Beach, FL 33411 121 Queen Gunevler Court Fort Pierce, Florida IVE Lnk.e]n 1215WeEaw— tMs/awtl,,FL]NY FTon.: 561.]nMNIFaS541]HSSHpH Test Results - Test# Retest Of Test Date PmctorlD Method Soil Classification Optimum Moisture •/. Maximum Dry Density (p In Place Moisture /. In Place Dry Density Pc Probe Depth In Percent Compaction MiNMex Comp. X Remark 1 MN17 P-1 WA 10A 117.1 8.0 114.5 12 98 951105 Pass 2 3/28/17 P-1 WA 10.4 117.1 6.4 115.8 /2 99 95/105 ,Pass 3 328117 P-1 WA 10A 117A 7.8 114.6 12 98 951105 Pass 4 32W17 P-2 WA 12.0 103.1 5.3 101.5 12 98 951105 Pass 5 W8117 P-2 WA 12.0 103.1 7.3 99.4 12 96 951105 Pass 6 328117 P-2 NIA 12.0 103.1 7A 99.1 12 96 951105 Pass _. -- Test Information, Test# Test Location I Elevation Reference Gauge Make 1. Model I SN Field Technician 1 Below Slab Grade: Foundation pad, center 0-1 Troder343026474 lGrinnes. John 2 Below Slab Grade: Foundation pad. northwest corner 0-/ Tmdar 343026474 Games, JOM 3 Below Slab Grade: Foundation pad, southeast caner 0.1 Trcder U30 26474 Grimes, John 4 Below Bottom of Foakkg: Fooling. east side 1.2 Tmsier Mr,U90T I Grimes, John 5 Below Bottom of Footing: Foaling, west side 1-2 Tmder343034907 Gnmes,Jahn 6 Below Bottom of Foofin: Footing, nanh side 11.2 Tmxler 34303490T Grimes. John Remarks, "Comments Pass: Tests resun comply with sper�cetions Testa �re'Dirod Zneml4Bitan dstleod Al unlessprobe tlepN l%noted ea 'BarkaWlef. Gauge aaGtmenn data on ek with 9�e leaWg oth n1 . Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any 7� �NGINE��iptt i /r7l /1111111111 JOSEPH E. SMITH, CIE.?' "�)F THE CIRCUIT COURT - ION - ,UCIE COUNTY FILE # 4412420 C_._1C 4108 PAGE 2014, Recor Mu _;15/2018 10:48:12 AM (0 - WRITTEN NOTICE OF PERFORMANCE BASED TREATMENT SYSTEM Y AS PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 64E-6 f.jAW'gC(5 m& 1�12-03N Legal Description E BJac'k 2 As recorded in Plat Book: //,, PQ5 e /2 Street Address of Property: la_Z.P rA - G is n e vere Ca w r iL City: f ,f e rce; Florida ZIP: 3y 41/R By this notice, I/we hereby execute and record in public property records at the St. Lucie County courthouse, and by this notice, I/we inform all subsequent property owners of the use of a performance based treatment system under F.A.C. 64E-6, and of all the requirements for the system to be maintained, in perpetuity, in compliance with all lawful requirements. Noticed this day of Marc � 20-ZR—. By propyty owner(s): Signature I S4MUF_L, / 0 i 0 Printed Name Sworn to and subscribed before me this /. �- day of �W4/e. 20_ uroat t nrtrAa Notary Public - State of Flond wmuy vwye • Slit of Flodds My Commission expires � ftwhtloa s FF 130550 • Vj COMM. Eaplmt Jul 17. 2018 IpM101hauyh NItl W al Notary Assn. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. E. SMIT E By: 14 MA °1 'tle Dab: