22065_ATCO Rubber Products_OAR_20150728

ECS Carolinas, LLP
4811 Koger Boulevard
Greensboro, NC 27407
[phone] [Phone]
[phone] [Fax]
M NC Registered Engineering Firm # F-1078
July 28, 2015
JE Capital. LLC
3031 Pleasant Ridge Road
Summerfield, NC 27358
ATTN: Mr. Eddie Krusch
We are enclosing:
X Materials Engineering Division Reports
X For your use
X As requested
ENCL:
LETTER OF TRANSMITTAL
RE: ATCO Property
ECS Job # 09:25395
Permits:
Location: 2806 Patterson Street
Greensboro, NC
Field Report # 1 07/24/2015 Soil Densities
Stlott rUd- Do 11
Branch Manager
Alan L. Raulston
CMT Project Manager
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
1000.1

ECS Carolinas, LLP
Ef!e4811 Koger Boulevard
Greensboro, NC 27407
[phone] [Phone] FIELD REPORT
[phone] [Fax]
Project No. 09:25395
Report No. 1
Project ATCO Property Day & Date Friday 07/24/2015
Location Greensboro, NC Weather 85°/ Sunny
Client JE Capital. LLC - Eddie Krusch On -Site Time 2.00
Lab Time 0.25
Travel Time* 0.75
Total 3.00
Remarks Soil Densities
Re Obs.Time 0.00
Trip Charges* Tolls/Parking* Mileage* 20 Times of Arrival Departure
Chargeable Items 12:30P 12:45P
01:45P 02:15P
03:30P 04:45P
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe the placement and compaction of soils
for the tank removal area.
Utilizing the nuclear test method, ASTM D-2937, to check the compaction of soils; test results
indicated that the compacted material, at the areas and elevations tested, met or exceeded the
project requirements of 95% of the maximum dry density as obtained in our laboratory using
the standard proctor method.
Locations and elevations of all tests are based on stakeout provided by others. The soils
observed on this date, while on site, appeared to be placed in accordance with project drawings
and specifications with regard to lift thickness and moisture content.
By Derek P. Stroud
1700
723862

E
ECS CAROLINAS, LLP
Field Compaction Summary, ASTM D6938
Project No: 25395 Project Name: ATCO Property
Client: JE Capital. LLC
Contractor: None Listed
Technician: Derek P. Stroud
Test Method ASTM D6938
Nuclear Gauge No.2
Make
Troxler
Density Std
2155
Model
3430
Moisture Std
665
Ser. No.
31470
Page 1
Date: 07/24/15
Sample No.
Description
Proctor Method
Uncorrected Max. Density
Uncorrected Opt. MC
D4S-1
A-1 Sandrock
Standard Proctor
126.80
10.60
Corrected
Corrected
Test Data
Wet
Dry
Moisture
Percent
Probe
Maximum
Optimum
O P
Test
Test
Depth
Station /
Lift /
%
Dry
Moisture
Density
Density
Content
Comp.
P / F
Comments
No.
Mode
(in.)
Location
Elev
Sample No.
p
Oversize
Density
Content
(pcf)
(pcf)
(Pcfl
(%)
1
DT
6
Backfill old tank area 10' S of N side
-4
D4S-1
0.00
126.80
10.60
138.1
125.3
10.2
98.8
P
2
DT
6
5' S of N side
-2
D4S-1
0.00
126.80
10.60
137.9
122.8
12.2
96.8
P
3
DT
6
15' S of N side
-1
D4S-1
0.00
126.80
10.60
136.4
120.9
12.9
95.3
P
4
DT
6
10' S of N side
0
D4S-1
0.00
126.80
10.60
137.1
122.7
11.7
96.8
P
Test Mode: DT = Direct Transmission BS = Back Scatter WO:272337