INSPECTION WITH ENG LETTER rPREPARED 8/04/17, 14 :43:28 INSPECTION TICKET PAGE 11
Harnett County INSPECTOR: IVR DATE 8/07/17
ADDRESS . : 32 AFTON CT SUBDIV: ATKINS VILLAGE PH 3
CONTRACTOR : ROYAL OAKS BUILDING GROUP LLC PHONE : (919) 233-3886
OWNER . . : ROYAL OAKS BUILDING GROUP PHONE :
PARCEL . . : 04-0664- - -0020- -36-
APPL NUMBER: 17-50040973 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 03/21/2017 08:39 AM JBROCK ----
ATKINS VILLAGE #34
T/S: 07/31/2017 01:24 PM JBROCK
premise # 67041682
STRUCTURE: 000 000 40X54 4BDR 2.5BA CRAWL W/ GARAGE & DECK
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS • 4000000.00 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 7/19/17 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002999076
7/19/17 AP 32 AFTON CT FUQUAY VARINA 27526
T/S: 07/19/2017 12:31 PM SBENNETT
B101 01 8/01/17 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003006053
8/01/17 DA T/S: 07/31/2017 01:08 PM JBROCK
eng letter on site
T/S: 08/01/2017 01:54 PM KSLATTUM
Need engineers letter stating footing complies with 2012 Nc
Residential Code.
B103 01 8/01/17 KS R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003006061
8/01/17 AP T/S: 07/31/2017 01:08 PM JBROCK
T/S: 08/01/2017 01:55 PM KSLATTUM
B101 02 8/ 7/17 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003008836
g T/S: 08/04/2017 02:42 PM JBROCK
eng letter has to be on site monday morning
B105 01 8/07/17 TI R*OPEN FLOOR TIME: 17: 00 VRU #: 003008844
5,/7/11 ger T/S: 08/04/2017 02 :42 PM JBROCK
/ COMMENTS AND NOTES
i• . L
TERRATECH
E N G I N E E R S • I N C
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July 24,2017
Mr. Rich Sherman
Royal Oaks Homes
rsherman@royaloakshomes.com
Report of Observations
Atkins Village North,Lot 34
Fuquay Varina,North Carolina
Our Project Number 121-15-78801
Gentlemen:
As requested, a representative of TerraTech Engineers, Inc. was present at the above referenced site
on July 18,2017 to perform testing on the crawl space footing excavations for the proposed residential
home located in the area of Lot#34. The purpose of our testing was to verify that the design soil bearing
pressure is available for the concrete foundations. We understand that an allowable soil bearing pressure
of 2,000 pounds per square foot (psf) is required. Our services did not include surveying. Locations are
based on the excavations performed by others.
Our field examinations consisted of visual observations,dynamic cone penetrometer testing in accordance
with ASTM STP-399,and hand rod probing at selected locations. Dynamic cone penetrometer testing was
performed at select locations and to a maximum depth of 3 feet below the over-excavated foundation
bearing elevation. Our scope did not include mechanically drilled soil test borings to evaluate deeper
subsurface soil conditions that could affect foundation support. Such services can be provided, if desired.
During our recent site visit and prior to our testing, we were informed by the contractor that the footings
would be over-excavated approximately 2 to 3 feet below the foundation bearing elevation. We were also
informed by the contractor that the footing excavations would be backfilled with consolidated#57 washed
stone to re-establish the foundation bearing elevation. Prior to placement of#57 washed stone, the results
of the footing examinations indicated that an allowable bearing capacity of 2,000 pounds per square
foot(psf)was available at the locations and depths tested at the time of our investigation. Additionally,the
foundation dimensions met the plan minimum requirements.
Exposure to the environment, especially rainfall, may weaken the soils beneath the foundation bearing
surface,if they are exposed for extended periods of time prior to concrete placement. If the over-excavated
soils beneath the foundation bearing surface become softened due to exposure, the soft soils should be
compacted or removed and replaced prior to placement of washed stone and concrete.
if you have any questions concerning this information,please do not hesitate to call.
Sincerely, �11
TerraTech Engine\\, . W; -
yThomas
0. He121s7 ;. SEAL '. = Christop 'ilz, P.E.
Project Engineer : 043808 r• — Principal Geotechnical Engineer
TOH/sk ,NG Nf��.' ' •
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cc: rsargent@royaloa�i liQ�Tgilgti1
Terralech Engineers,Inc.
NC Engineering Corporation C-1356
4905 Professional Court•Raleigh,North Carolina 27609
Phone:(919)876-9799• Fax:(919)876-8291