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INSPECTION WITH ENG LETTER PREPARED 8/09/17, 14 :49:15 INSPECTION TICKET PAGE 19 Harnett County INSPECTOR: IVR DATE 8/10/17 ADDRESS . : 94436 *UNASSIGNED SUBDIV: ROLLING SPRINGS CONTRACTOR : WELLCO CONTRACTORS, INC. PHONE : (910) 436-3131 OWNER . . : WELLCO CONTRACTORS INC PHONE : (910) 436-3131 PARCEL . . : 01-0506- - -0068- -10- APPL NUMBER: 17-50040805 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T/S: 02/22/2017 04 :38 PM JBROCK ROLLING SPRINGS LOT#69 OFF NURSERY RD 04/04/2017 02 :57 PM TJONES STRUCTURE: 000 000 35X39 3BDR SLAB W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING? • NEW TANK WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS A814 01 4/04/17 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002954394 4/04/17 AP 151 MAGNOLIA DR SPRING LAKE 28390 T/S: 04/04/2017 11:27 AM SBENNETT B101 01 8/10/17 T R*BLDG FOOTING / TEMP SVC POLE VRU #: 003010217 0"77 leircoLITAL NOTES =Mg Geotechnical Engineering Services Construction Material Civil Quality Control Wellco Contractors 07/31/2017 P 0 Box 766 Spring Lake, NC 28390 Attention : Jason Wellons RE: Daily Field Report for 07/26/2017 Lot 69 Hidden Lakes (CMT) Spring Lake, NC Building & Earth Project No : RD170303 Ladies and Gentlemen: On this date, representative(s) of Building & Earth were present to perform construction material testing services at this project site. Our testing and observations for this date include the following: ST-3 : In place field density testing was performed for Finished Subgrade Soils -Building. The field density testing was performed in general accordance with ASTMD6938, using values from the laboratory proctors. One(1) in-place field density test was performed on this date. The testing results indicate that in-place compaction and moisture content at the location and depth tested meet or exceed the specified requirements outlined in the project plans and specifications. For additional details of our testing, please refer to the attached Field Density Test Report. Closing The testing and observations identified above have been reviewed by our project manager. If you have questions regarding this information, please do not hesitate to contact us. Respectfully Submitted, Building & Earth Sciences, LLP Enclosures : ST-3 610 Spring Branch Road Dunn,NC 28334 1 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 1 of 2 Test Date: 07/26/2017 BUILDING & EARTH ST-3 Field Technician: James Johnson Tests requested by: N/R Gaota:hti I,Eeircresnnretrtsh hear!hl4tan4lt Ertawevet Results provided to: N/R Report of Field Density Testing Project Name: Lot 69 Hidden Lakes(CMT)Spring Lake, NC Ambient Temperature: 70-90 Project Number: RD170303 Weather: Clear Project Location: Spring Lake, NC Wind Conditions: Calm Client: Wellco Contractors Results Provided To: N/R Contractor: Wellco Contractors Superintendant: N/R Notes: 1 Test location by technician 2 Elevation by Technician 3 Fill/backfill placed prior to technician arriving Design & Specification Data Moisture Area ID Area Description Depth(ft) Test Method %Compaction Range Min Max FSG-Bldg Finished Subgrade Soils-Building 0.0- 2.0 ASTM D-698 95% -10.0 + 10.0 Laboratory Proctors Maximum Dry Optimum Proctor ID Description of Material USCS/AASHTO Density(pcf) Moisture Content(%) 1-point 111.4 13.5% Density Test Data Test# IDs Test Elev. Dry Location % % Result Area Proctor Type (ft) Density(pcf) Moisture Compaction 1 FSG-Bldg 1-point ASTMD6938 Finished Subgrade Soils-Building:Lot#69 Center of Pad FSG 109.6 9.9 98% PASS Equipment Used: 33219-3430 Standard Counts: Density: 2285 Last Calibration: 07/26/2017 Moisture: 642 610 Spring Branch Road Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 2 of 2 Geotechnical Engineering Services Construction Material Civil Quality Control Wellco Contractors 07/31/2017 P 0 Box 766 Spring Lake, NC 28390 Attention : Jason Wellons RE: Daily Field Report for 07/21/2017 Lot 69 Hidden Lakes (CMT) Spring Lake, NC Building & Earth Project No : RD170303 Ladies and Gentlemen: On this date, representative(s) of Building & Earth were present to perform construction material testing services at this project site. Our testing and observations for this date include the following: ST-2 : In place field density testing was performed for Existing Subgrade Soils - Building. The field density testing was performed in general accordance with ASTMD1556 and ASTMD6938, using the results of field one-point as compared to the laboratory proctors. A total of 4 in-place field density tests were performed on this date. The testing results indicate that in-place compaction and moisture content at the location and depth tested meet or exceed the specified requirements outlined in the project plans and specifications. For additional details of our testing, please refer to the attached Field Density Test Report. Closing The testing and observations identified above have been reviewed by our project manager. If you have questions regarding this information, please do not hesitate to contact us. Respectfully Submitted, Building & Earth Sciences, LLP Enclosures : ST-2 610 Spring Branch Road Lf''+.�'I Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth,com Reviewed By Page 1 of 2 Test Date: 07/21/2017 BUILDING & EARTH ST-2 Field Technician: William Cook Tests requested by: N/R Geuta:hn«at,Exir rrrrtx ers tl xnd tlataefalx Enjtanters Results provided to: N/R Report of Field Density Testing Project Name: Lot 69 Hidden Lakes(CMT)Spring Lake, NC Ambient Temperature: 70-90 Project Number: RD170303 Weather: Partly Cloudy Project Location: Spring Lake, NC Wind Conditions: Calm Client: Wellco Contractors Results Provided To: N/R Contractor: Wellco Contractors Superintendant: N/R Notes: 1 Test location by technician 2 Elevation by Technician 3 Fill/backfill placed prior to technician arriving Design & Specification Data Moisture Area ID Area Description Depth(ft) Test Method %Compaction Range Min Max ESG-Bldg Existing Subgrade Soils- Building 0.0- 2.0 ASTM D-698 95% - 10.0 + 10.0 Laboratory Proctors Maximum Dry Optimum Proctor ID Description of Material USCS/AASHTO Density(pcf) Moisture Content(%) 1-point 111.4 13.5% Density Test Data Test# IDs Test Location Elev. Dry Result Area Proctor Type (ft) Density(pcf) Moisture Compaction Existing Subgrade Soils-Building:Back 1 ESG-Bldg 1-point ASTMD1556 Right Corner -3 Feet 107.0 13.5 96% PASS Existing Subgrade Soils-Building: 2 ESG-Bldg 1-point ASTMD6938 Informational Purposes 107.5 13.5 96% PASS Existing Subgrade Soils-Building:Back 3 ESG-Bldg 1-point ASTMD6938 Right Corner -2 Feet 110.7 13.0 99% PASS 3'Forward:7'Left Existing Subgrade Soils-Building:Back 4 ESG-Bldg 1-point ASTMD6938 Right Corner -1 Foot 109.6 13.7 98% PASS 10'Forward:20'Left Equipment Used: 21758-3440 Standard Counts: Density: 1926 Last Calibration: 09/14/2015 Moisture: 637 610 Spring Branch Road Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 2 of 2 BUR DING a EARTH Geotechnical Engineering Services Construction Material Civil Quality Control Wellco Contractors 07/31/2017 P 0 Box 766 Spring Lake, NC 28390 Attention : Jason Wellons RE: Daily Field Report for 07/20/2017 Lot 69 Hidden Lakes (CMT) Spring Lake, NC Building & Earth Project No : RD170303 Ladies and Gentlemen: On this date, representative(s) of Building & Earth were present to perform construction material testing services at this project site. Our testing and observations for this date include the following: ST-1 : In place field density testing was performed for Finished Subgrade Soils -Building. The field density testing was performed in general accordance with ASTMD1556, using the results of field one-point as compared to the laboratory proctors. A total of 9 in-place field density tests were performed on this date. The testing results indicate that in-place compaction and moisture content at the location and depth tested meet or exceed the specified requirements outlined in the project plans and specifications. For additional details of our testing, please refer to the attached Field Density Test Report. Comment 1 : Test ST1-2 is a sand cone correlation for uncorrected nuclear test ST1-1. Based on the results of these tests, neither a moisture offset, nor a wet density offset were required on this date, for this material. Comment 2 : ST1-3 is a retest of ST1-2. Closing The testing and observations identified above have been reviewed by our project manager. If you have questions regarding this information, please do not hesitate to contact us. Respectfully Submitted, Building & Earth Sciences, LLP Enclosures : ST-1 610 Spring Branch Road Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 `\ www.BuildingandEarth.com Reviewed By Page 1 of 3 Test Date: 07/20/2017 BUILDING & EARTH ST-1 Field Technician: Leon Smith Tests requested by: N/R Gmatu:hri'cel,bwrcrni^nen;.al,and Matariaix E+tg,n8ari Results provided to: N/R Report of Field Density Testing Project Name: Lot 69 Hidden Lakes(CMT) Spring Lake, NC Ambient Temperature: 70-90 Project Number: RD170303 Weather: Clear Project Location: Spring Lake, NC Wind Conditions: Calm Client: Wellco Contractors Results Provided To: N/R Contractor: Wellco Contractors Superintendant: N/R Notes: 1 Test location by technician 2 Elevation by Technician 3 Fill/backfill monitored by technician Design & Specification Data Moisture Area ID Area Description Depth(ft) Test Method %Compaction Range Min Max FSG-Bldg Finished Subgrade Soils-Building 0.0-2.0 ASTM D-698 95% - 10.0 + 10.0 Laboratory Proctors Maximum Dry Optimum Proctor ID Description of Material USCS/AASHTO Density(pcf) Moisture Content(%) 1-point 111.0 14.0% Density Test Data IDs Test Elev. Dry Test# Location Result Area Proctor Type (ft) Density(pcf) Moisture Compaction Finished Subgrade Soils-Building:Rear Right 1 FSG-Bldg 1-point ASTMD1556 Building Corner -6 FSG 96.0 9.6 86% WAIVED 45'W:15'S Finished Subgrade Soils-Building:Rear Right 2 FSG-Bldg 1-point ASTMD1556 Building Corner -6 FSG 96.0 9.6 86% WAIVED 45'W:15'5 Finished Subgrade Soils-Building:Retest of 3 FSG-Bldg 1-point ASTMD1556 ST 1-1 108.8 9.9 98% PASS Finished Subgrade Soils-Building:Rear Right 4 FSG-Bldg 1-point ASTMD1556 Building Corner -5 FSG 111.1 11.0 100% PASS 45'W:15'S Finished Subgrade Soils-Building:Rear Right 5 FSG-Bldg 1-point ASTMD1556 Building Corner -4 FSG 118.5 9.2 100+ PASS 45'W:15'S Finished Subgrade Soils-Building:Rear Right 6 FSG-Bldg 1-point ASTMD1556 Building Corner -3 FSG 112.4 9.4 100+ PASS 45'W:15'S Finished Subgrade Soils-Building:Rear Right 7 FSG-Bldg 1-point ASTMD1556 Building Corner -2 FSG 111.4 10.5 100% PASS 45'W:15'S Finished Subgrade Soils-Building:Rear Right 8 FSG-Bldg 1-point ASTMD1556 Building Corner -1 FSG 109.1 11.0 98% PASS 45'W:15'S Finished Subgrade Soils-Building:Rear Right 9 FSG-Bldg 1-point ASTMD1556 Building Corner FSG 111.8 10.4 100+ PASS 45'W:15'S Equipment Used: Standard Counts: Density: Last Calibration: Moisture: 610 Spring Branch Road Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 2 of 3 • Test Date: 07/20/2017 BUILDING '& EARTH ST-1 Field Technician: Leon Smith Tests requested by: N/R Grote,h,rldcel,Ertivrcrni+ten A and t9atenais Engaroroera Results provided to: N/R Comments Comments Test ST1-2 is a sand cone correlation for uncorrected nuclear test ST1-1.Based on the results of these tests,neither a moisture offset, nor a wet density offset were required on this date,for this material. ST1-3 is a retest of ST1-2. 610 Spring Branch Road Dunn,NC 28334 14Wir Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 3 of 3 MD= Geotechnical Engineering Services Construction Material Civil Quality Control Wellco Contractors 07/31/2017 P 0 Box 766 Spring Lake, NC 28390 Attention : Jason Wellons RE: Daily Field Report for 07/18/2017 Lot 69 Hidden Lakes (CMT) Spring Lake, NC Building & Earth Project No : RD170303 Ladies and Gentlemen: On this date, representative(s) of Building & Earth were present to perform construction material testing services at this project site. Our testing and observations for this date include the following: FO-2 : Field Observations made on this date. • Observe ponding water in undercut For Information Only Closing The testing and observations identified above have been reviewed by our project manager. If you have questions regarding this information, please do not hesitate to contact us. Respectfully Submitted, Building & Earth Sciences, LLP Enclosures : FO-2 610 nNCg BrancRoad Dunn, 28334 � Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 1 of 2 BUILDING&EARTH 07/18/2017 C rGru_..!*In..rtnm-tnu.xr.ri M.ti#'.fl%Al.flfl Field Observations Report Project Name: Lot 69 Hidden Lakes(CMT)Spring Lake, NC Project Number: RD170303 Client Name: Wellco Contractors Placement#: FO-2 Contractor: Technician: William Bailey Monitoring: 1 : Observe ponding water in undercut As requested,a Building and Earth representative was on site to observe the undercutting of unsuitable material.The excavation had been completed as per the previous recommendation. The excavation was 4 or 5 feet deep at the deepest part. Water was up to 2 feet deep in the right rear and left rear corner of the excavation. It was recommended that the water be removed,wet/soft soils then be removed,and after removal of water and soft materials a technician should probe the exposed soil to ensure good material before filling. It was advised that water should not be allowed to pond in the excavation during filling and compaction. It was also suggested that pumping should begin asap to ensure that the water can be removed. • 610 Spring Branch Road Dunn,NC 28334 Phone 910-292-2085 Fax 910-292-2192 www.BuildingandEarth.com Reviewed By Page 2 of 2