INSPECTION W/ ENG LETTER 14 :01:43 INSPECTION TICKET DATE 10/25/17
udrnett oCounty PAGE 15
/17, INSPECTOR: IVR
Harnett
SUBDIV: TINGEN POINTE PH6
ADDRESS : 701 JUNG DR PHONE :
CONTRACTOR PHONE :
OWNER THE HARNETT LAND GROUP II LLC
PARCEL . . : 03-9576-01- -0088- -85-
APPL NUMBER: 17-50040801 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 02/22/2017 04 :00 PM JBROCK ----
TINGEN POINTE #173 - 701 JUNO DR
T/S: 08/24/2017 01:30 PM BPETRICH --
PREMISE #93138530
STRUCTURE: 000 000 43X40 4BDR MONO W/ GARAGE
FLOOD ZONE - FLOOD ZONE X • SFD
•
- E
SEPTIC EXISTING' • NEW TANK
4000000.00 PROPOSED USE
q BEDROOMSWATER SUPPLY - COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
A814 01 9/14/17 SB ADDRESS CONFIRMATION TIME: 17 :00 VRU #: 003024338
9/14/17 AP 701 JUNO DR BROADWAY 27505
T/S: 09/14/2017 09:04 AM SBENNETT
B101 01 9/14/17 JH ,RI,*BLDG FOOTINFOOTING 7/ TEP TEMPS SVC POAM LEROCTE TIME: 17:00 VRU #: 003024346
9/14/17 DA
K
check t-pole please
Dig footings down per engineer letters for each lot and
clean out all loose dirt.
B101 02 9/19/17 TSG R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003025814
9/19/17 AP T/S: 09/15/2017 07 :37 AM JBROCK
T/S: 09/19/2017 04:02 PM BPETRICH
B103 01 10/04/17 J11 R*BLFO
DG U/DD 017 TEMP
SVC POLE TIME: 17:00 VRU # : 003033149
10/04/17 AP
P309 01 10/18/17 TSG R*PLUMB UNDER SLAB TIME: 17:00 VRU #: 003039831
10/18/17 AP T/S: 10/16/2017 11:45 AM JBROCK
I T/S: 10/18/2017 03 :14 PM BPETRICH
B111 01 10/25/ 7 Tj� �jy R*BLDG SLAB INSP/TEMP SVC POLE TIME: 17:00 VRU #: 003043510
0-25-J7 4 / YVyI/ T/S: 10/24/2017 10:10 AM JBROCK
1 COMMENTS AND NOTES
SUMMIT
October 16, 2017
Mr. Mike Sans
Caviness and Cates
639 Executive Place, Suite 400
Fayetteville,North Carolina 28305
Subject: Summary of Slab Subgrade Material Evaluation
Lot No. 173
Tangen Pointe Subdivision
Lillington,North Carolina
Building Permit Nos.: 17-50040801
SUMMIT Project Number: 2662-12R(15475-01)
Dear Mr. Sans:
On October 12, 2017 SUMMIT Engineering, Laboratory and Testing, P.C. (SUMMIT) visited
the subject site for the purpose of observing and evaluating the near surface slab subgrade
materials for the proposed residential structure. The following is a summary of our onsite
observations and evaluation.
The proposed slab areas consisted of approximately 2 feet of fill and had been compacted prior
to our site visit.
Our work included testing and bearing grade evaluations of the in-place soil at the proposed slab
areas. Hand auger borings were incrementally advanced by manually twisting a sharpened steel
auger into the soil at selected locations within the slab areas. The soil consistency at the planned
slab subgrade and at selected intervals below the bearing grade were evaluated by Dynamic Cone
Penetrometer (DCP) testing. The conical point of the DCP was first seated to penetrate any
loose cuttings and then driven three additional 1-3/4 inch increments with blows from a 15-
pound hammer falling 20 inches. The soil's strength characteristics and foundation support
capability was determined based on the average blows per increment (bpi) over the last two
increments to achieve this penetration. Additionally, the entire slab area was evaluated by hand
probing using a % inch diameter steel probe rod to check for soft areas at the surface
intermediate of our hand auger boring locations.
SUMMIT tested two isolated locations of the proposed residential slab area. The materials
encountered in the proposed slab area typically consisted of brown-tan, silty-sand and sandy-clay
(fill soils) and were free of significant quantities of organics and debris. If additional testing for
the purpose of estimating volumetric change(shrink/swell) potential or to estimate consolidation
of the tested soils is desired, SUMMIT can provide these services.
ENGINEERING • LABORATORY • TESTING
120 Penmarc Drive,Suite 108 'Raleigh NC 27603 I (919)380-9991 ' (919)380-9993(Fax)
WWW.SUMMIT COM FANI LS.COM
'Su nmary of Slab Subgrade Material Elevation 2662-12R(15475-01)
Lot No. 173—Tingen Pointe(Lillington,NC) October 16,2017
Based on the results of our DCP testing, hand probing, and our site observations, the soils
encountered in our hand auger borings will be suitable for support of a typical residential slab
loading conditions.
If slab subgrade materials are exposed to inclement weather or adverse construction activities,
SUMMIT should be contacted to re-evaluate the slab subgrade materials prior to concrete
placement. If it is imminent that inclement weather is forecasted prior to concrete placement,
then the slab area can be covered with a plastic sheet to help protect the slab subgrade materials
from softening.
SUMMIT appreciates the opportunity to provide our professional services to you on this project.
If you have any questions concerning the information in this report or if we can be of further
service,please contact us.
Sincerely,
SUMMIT Engineering, Laboratory and Testing, P.C.
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' ilJeff A. Taylor, P.E. �'OFFF A.I IRO. Adam D. Perry, E.I.
Geotechnical Engineer Staff Professional
ENGINEERING • LABORATORY • TESTING
120 Penmarc Drive,Suite 108 1 Raleigh,NC 27603 1 4919)380-9991 1 (919)380-9993(Fax)
WWW.SUMMIT-COM PANI LS.COM