INSPECTION WITH ENG LETTER (2) PREPARED 8/14/17, 14 :34 :45 INSPECTION TICKET PAGE 27
Harnett County INSPECTOR: IVR DATE 8/15/17
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 A/ 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
8101 01 8/10/17 JH R*BLDG FOOTING / TEMP SVC POLE VRU #: 003010217
8/10/17 AP PER ENGINEER LETTER
A814 02 8/15/17 TI
� ADDRESS CONFIRMATION VRU #: 003012199
B103 01 15/ 7 T R*BLDG FOUND & TEMP SVC POLE VRU #: 003010930
COMMENTS AND NOTES
Geotechnical Engineering Services
Construction Material
Civil Quality Control
Wellco Contractors 08/10/2017
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:
FO-3 : Field Observations made on this date.
• Project Management Review Passed
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 : FO-3, ST-3
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07/26/2017
Field Observations Report
Project Name: Lot 69 Hidden Lakes(CMT)Spring Lake.NC Project Number: RD170303
Client Name: Weitco Contractors Placements: FO-3
Contractor: Technician: James Johnson
Monitoring:
1 : Project Management Review Passed
On this date,our representatives returned to the site for re-testing. Based upon our re-testing, the recommended repairs have been
accomplished,and the building pad is now acceptable for the construction of the foundations.
Additionally,inclement weather(rain or snow),as wed as construction traffic across the pad,can compromise the stability and support
characteristics of the surface soils. If the surface soils become compromised, it will be necessary to return to the site for re-testing.
This decision should be executed by your onsite Quality Control and Superintendents.
610 Spring Branch Road r
0unn.NC 28334
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Phone 910-192-2085 Fax 910-291-1191 f/
www.BwldmgandEanhcorn Reviewed By
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