ENGINEERS LETTERNC Registered Engineering Firm # F-1078
August 25, 2016
Marketplace Builders
3102 N. Main Street
Hope Mills, NC 28348
Mr. Chris Roberts
Lot 101 - 109 Blue Chip Cr.
Location:
Permits:
33:3603-B
109 Blue Chip Cr.
Bunnlevel, NC
RE:
ECS Job #
ATTN:
6151 Raeford Road
Suite A
Fayetteville, NC 28304
(910) 401-3288 [Phone]
(910) 323-0539 [Fax]
ECS Carolinas, LLP
LETTER OF TRANSMITTAL
ENCL:
We are enclosing:
Materials Engineering Division Reports
For your use
As requested
X
X
X
Field Report # 1 08/24/2016
Ryan H. ParrishScott Garland Dowell, PE
Vice President Branch Manager Project ManagerAUG 25 2016
1000.1
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
NC Registered Engineering Firm # F-1078
ECS Carolinas, LLP
33:3603-B
1
Lot 101 - 109 Blue Chip Cr.Wednesday 08/24/2016
Project No.
Report No.
Day & DateProject
6151 Raeford Road
Suite A
Fayetteville, NC 28304
(910) 401-3288 [Phone]
(910) 323-0539 [Fax]
FIELD REPORT
3.25
An ECS representative arrived on site, as requested, to check the bearing capacity of soils the
foundation footings via hand auger/dcp method for Lot 101 located at 109 Blue Chip CT.
Please see the attached sketch(s).
A hand auger was used to advance the boreholes to different depths noted on the boring logs.
Dynamic Cone Penetrometer (DCP) test were performed in the hand auger boreholes by a 1.5
inch diameter cone driven into the soil by a 15 pound ring weight with a free fall of 20 inches.
The number of blows required to drive the cone into the soil a distance of 1.75 inches is termed
the DCP Value and is indicated for each test on the hand auger.
A total of 4 hand auger/DCP evaluations were performed. The soils in the foundation footings
appeared to be suitable to support the design bearing capacity of 2000 psf.
ECS will return, as requested, to perform additional services.
79°/ Sunny
3.00
0.25
0.00
09:00A 12:00P
Location
Contractor
On-Site Time
Lab Time
Client
Bunnlevel, NC
Arrival Departure
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Marketplace Builders - Chris Roberts
Marketplace Builders - Chris Roberts
Trip Charges*
Remarks
Chargeable Items
Weather
Mileage*
0.00Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Kyle Adair, — Field TechnicianBy 1800
1052210
NC Registered Engineering Firm # F-1078
Report of Spread Footing - Foundation Observations
Project:
Location:
Contractor:
Project No.
Day/Date:
LocationFooting
Number
Size (W x H x L)
Design Actual
Footing Bottom Elevation
Depth of
Undercut (in)
Description of
Subgrade
Material
# of Blows / increment
Design
Bearing
Pressure
Design
Required Blow Counts
Lot 101 - 109 Blue Chip Cr.3603-B
109 Blue Chip Cr.
Bunnlevel - Harnett County - NC -
Marketplace Builders
08/24/16
x x x x N/A 0 .1 brown sand 6
4-6-6 2000
x x x x N/A -1 .1 orange sand 6
8-13-13 2000
x x x x N/A -2 .1 orange sand 6
4-8-7 2000
x x x x N/A -3 .1 orange sand 6
6-7-7 2000
x x x x N/A 0 .2 brown sand 6
6-6-7 2000
x x x x N/A -1 .2 orange sand 6
10-14-13 2000
x x x x N/A -2 .2 orange sand 6
7-7-7 2000
x x x x N/A -3 .2 orange sand 6
7-6-6 2000
ECS Carolinas, LLP
By:Kyle Adair
WO:36803
NC Registered Engineering Firm # F-1078
Report of Spread Footing - Foundation Observations
Project:
Location:
Contractor:
Project No.
Day/Date:
LocationFooting
Number
Size (W x H x L)
Design Actual
Footing Bottom Elevation
Depth of
Undercut (in)
Description of
Subgrade
Material
# of Blows / increment
Design
Bearing
Pressure
Design
Required Blow Counts
Lot 101 - 109 Blue Chip Cr.3603-B
109 Blue Chip Cr.
Bunnlevel - Harnett County - NC -
Marketplace Builders
08/24/16
x x x x N/A 0 .3 orange sand 6
8-6-7 2000
x x x x N/A -1 .3 orange sand 6
8-9-9 2000
x x x x N/A -2 .3 orange sand 6
9-7-7 2000
x x x x N/A -3 .3 orange sand 6
8-9-10 2000
x x x x N/A 0 .4 orange sand 6
4-6-7 2000
x x x x N/A -1 .4 orange sand 6
7-6-6 2000
x x x x N/A -2 .4 orange sand 6
7-10-11 2000
x x x x N/A -3 .4 orange sand 6
7-8-11 2000
ECS Carolinas, LLP
By:Kyle Adair
WO:36803