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