INSPECTION W/ ENG LETTER PREPARED 10/18/17, 14:17:37 INSPECTION TICKET PAGE 41
Harnet t County INSPECTOR: IVR DATE 10/19/17
ADDRESS . : 441 FALLS CREEK DR SUBDIV: ACC CROSSING PH8 SECT2A 21LTS
CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528-1347
OWNER . . : ANDERSON CREEK PARTNERS LP PHONE :
PARCEL . . : 01-0535-26- -0100- -02-
APPL NUMBER: 17-50042165 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/29/2017 03 :44 PM JBROCK ----
ANDERSON CREEK CROSSING #91
STRUCTURE: 000 000 46.1X45.9 4BOR MONO W/ GARAGE & COV PORC
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS • 4000000.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • SEWER WATER SUPPLY - COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
A814 01 10/06/17 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003034576
10/05/17 AP 441 FALLS CREEK DR SPRING LAKE 28390
T/S: 10/05/2017 08:29 AM SBENNETT
E207 01 10/06/17 JH R*ELEC TEMP SERVICE POLE TIME: 17 :00 VRU #: 003034592
10/06/17 DA T/S: 10/04/2017 02:33 PM LLUCAS
Panel loose on pole
P309 01 10/06/17 JH R•PLUMB UNDER SLAB TIME: 17:00 VRU #: 003034584
10/06/17 AP T/S: 10/04/2017 02 :16 PM JBROCK
B114 01 �1�0�/1�9 17 TI q/666'4/ R'BLDG MONO SLAB/TEMP SVC POLE TIME: 17:00 VRU #: 003040771
T/S: 10/17/2017 03:20 PM BPETRICH
E207 02 10/19//17TIIIA A . R'ELEC TEMP SERVICE POLE TIME: 17:00 VRU #: 003040789
/0-1 9-"q ^•/ !Y'f!/ T/S: 10/17/2017 03:21 PM BPETRICH
COMMENTS AND NOTES
4 7 / t C-
DAVID MILLER, PE
6300 Creedmoor Rd, STE 1704363
Raleigh, NC 27612
(919)422-8932(Office); DAVE@DMA-PA.COM
October 18,2017
WYNN CONSTRUCTION
2550 CAPITAL DRIVE
SUITE 105
CREEDMOOR,NC 27522
E-mailed to:jason@wynnhomes.com ; keithawynnconstruct.com ; cislunhana.@wynnhomes.com
Craig Dunham 910-988-5691
RE: Engineering- Foundation
Lot 91 Anderson Creek Crossing
Lillington,NC
Project No.:17DDM-1018D
To whom it may concern/Inspections Dept.:
The undersigned arrived on-site 10-18-17 to observe and test the in-place fill conditions for the
above referenced site. Based on the testing(Per ATM Special publication 399)the bearing
materials (Tan silty to sandy clay to clayey sand(Unified Soil Classification System- CL/SC))
were adequate to support the planned structure Based on the observations and testing the bearing
soils for the footings will provide adequate support.
Sincerely,
David Miller, PE
DEM/17DDM-1018D
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