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Home My WebLink AboutLetter - Engineering 10-4-17< UE6=rroject-No:-031.0..1-700251..0004� 7n UNIVERSAL UES DOCS No: UES Report No: 66196- 1 ARC 100417 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, October 04, 2017 Technician: Cliff Cherrnay 1707-00/3 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. i UNtVERSAL ��-S- Project- No:-0310.1700251-.0004 UES DOCS No: UES Report No: 03-66125 ENGINEERING SCIENCES On-SiteTime(hrs):1.00 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services - Materials Testing - Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle , Fort Pierce, St. Lucie County, FL Date of Activity: 10/03/2017 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Arrived waited for rain to stop however lot was too flooded to test. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Date Typed: October 06, 2017 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 66125-1 10/03/2017 Field Inspection Report 66196-1 10/04/2017 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Im NNN • �'� -- NO.487ss • ' 1 ,STATE OF ' •r • F Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. k'4�Hoaglin, P.E. 2017.10.09 07:35:55-04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. i a - UNIV'ERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services a Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report i u r-S_P_roject-No:_031.0.1.700251..00(-. UES DOCS No: UES Report No: 66196-1 DT 100517 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/05/2017 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions onlv and do not address the condition of the underlvinq soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NNV Test 0-1 ft 12.00 11211 113.0 13.8 101 A 2 N/E Test 0--1 ft 12.00 11211 111.4 14.4 99 A 3 S/E Test 0-1 ft 12.00 11211 111.7 15.5 100 A 4 SNV Test 0-1 ft 12.00 11211 110.0 1 16.0 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 11211 112.0 11.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This aWas performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. User I� WATER, • COMM RES SEWER METER SZ. M/F IRR SECURITY DEP SERVICE FEE . SAME DAY FEE OVERTIME FEE METER INSTALL. CFC/WATER FPUA CFC CFC/SEWER GUAR. REV. $ Una v LATERAL , TOTAL -P.O. BOX 728. FT. PTF,RCF._ FT, 3d9R2 NAME SERVICE ADDRESS �� " VGl JAI JV rD 11. 7 KO) U, .-/ SUBDIVISION�I —lkt ILf t("6f--VLOT I ' T BLOCK BILLINGA DRESS PHONE # MOVE IN/CLOSING DATE This application hereby; equest and authorizes the Utility to render water and/or sewage disposal services to the premises described above in accordance with the Utilities present or future rates, rules and regulations, which by reference are made a part of this contract. Applicant agrees to pay the Utility promptly for such services in accordance vrith the established rules and regulations. CUSTOMERS DEPOSITS ARE NON NEGOTIABLEIOR TRANSFERABLE. CUSTOMER SOCIAL SEC/ SIGNATURE d FED ID t NAME OF SPOUSE SPOUSE SOCIAL SEC. va'a'1a. L' VEIL' Vl\Ll � f,t'� DATE RECEIVED CASH CHK # l 1 RECEIVED BY