INSPECTION WITH ENG LETTER PREPARED 8/07/17, 14:58:49 INSPECTION TICKET PAGE 44
Harnett County INSPECTOR: IVR DATE 8/08/17
ADDRESS . : 4940 RAY RD SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR : ANDERSON CREEK DEVELOPERS LLC PHONE : (910) 814-2633
OWNER . . : DS FINANCE LLC PHONE :
PARCEL . . : 01-0535-22- -0100- -19-
APPL NUMBER: 17-50041928 CP COMMERCIAL ADD & ALTER
DIRECTIONS : T/S: 07/26/2017 10:15 AM JBROCK ---
210 TO RAY RD TO 4940 RAY RD
PHASE 2 ADDITION
STRUCTURE: 000 000 36X42 TESTING ADDITION (PAHSE 2)
FLOOD ZONE • FLOOD ZONE X
PROPOSED USE • ADDITION SEPTIC - EXISTING' • SEWER
PERMIT: CBCO 00 CP BUILDING COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
C151 01 /0 17 T '�� C*BLDG FOOTING TIME: 17:00 VRU #: 003009412
,/ �/, ��� ��/7�/ T/S: 08/07/2017 02:03 PM JBROCK
CJ COMMENTS AND NOTES
DAVID MILLER, PE
6300 Creedmoor Rd, STE 170#363
Raleigh, NC 27612
(919) 422-8932 (Office); DAVE@DMA-PA.COM
August 8,2017
Anderson Creek Club POA
Attn:Andy Barr
andybarr40Ayahoo.corn
RE: Engineering - Field Observation
Anderson Creek Charter School Addition
Anderson Creek, Lillington, NC
Project No.:17DDM-0727G1
To Whom It May Concern/Inspections Dept.:
A representative of the undersigned's arrived on-site 7-27-17 to observe and test the
exposed bearing conditions for the the above referenced site. Based on the observations
and testing (DCP) the exposed bearing conditions are adequate for the planned loading
conditions with the exception of an area approximately 1 foot out from the existing
structure that was over excavated to firm bearing conditions (approximately 1 foot
down). This over excavated area can be filled with clean washed stone to the planned
footing bearing level or filled with concrete during the concrete placement.
Sincerely,
David Miller, PE
DEM/17DDM-0727G 1
LP -
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SEAL
8/8/2017 15845
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