Sand

CERTIFICATION OF EXEMPTION
rY FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC Subchapter 7K .Q203.
ilicant Name �--A i UWk it Ys o
Iress `f` 4 E o
State Road, Water Body, etc.
e and Dimensions of Project
proposed project to be located and constructed as described
✓e is hereby certified as exempt from the CAMA permit re-
sment pursuant to 15 NCAC 7K '0203. This exemption to
AA permit requirements does not"sail{{ 6te the necessity of
obtaining any other State, Federal, or Local authorization.
Phone Number h+ 47)-S,
State Zip -4b,
This certification of exemption from requiring a CAMA pE
valid for 90 days from the date of issuance. Following exp
a re-examination of the project and project site may be nec
to continue this certification. 9 C FiCE
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CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by tho State of North Carolina,
()Opartmera of Environmont. lioalth, and Natural Rasawcas and lho Coastal ftasoumea Commission
i� 1n an area of environmental oruteorn pursuant to 15 NCAC Subehaprter
Applicant ame r5 C' o phone NumberT��
Addr6e9s slate
City Ql'j, �yl
PrntnM. r_nnatbn rCounty. state Road. Water BodY, e101 _ _ _ _ _ _ _ , „ , , _ A . 'p, —4.
The proposodPrOjecttobobCatodondconstrugodesdoocribod TtillconklMlonofO f
above is hereby eanhled as wmpt tram tfio CAMA permh re- vnlld la jr tleyg from t
quiromont pursuoni to t5 NCAC 7K ihla exemption to awoxamkta►ton it,
CAMA permit requirements does not the noossahy of to Continue tnie aenlho
your oblolning any other State, Foderal, or local authod24110n.
SKETCH
from requiring a CAMA pofmh 1e
of issuance. FoAovrfno expiration,
and project sho may be nocossary
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ENGINEERING L..NSULTING SERVICES, LTD.
Geotechnical s Constniction Materials o Environmental
April 28, 2006
Ike Williamson
P.O. Box 1602
Shallotte, North Carolina 28459
Reference: Laboratory Soils Testing
ECS Project #121 12
Dear Mr. Williamson:
As you requested, ECS Carolinas, LLP has performed laboratory testing of the three soil
samples delivered to our office in Wilmington, North Carolina.
The samples were tested in accordance with test procedures ASTM D-2487 entitled
"Classification of Soils for Engineering Purposes". Attached are the Grain Size Curves
for the samples.
Based wi the results of our laboratory testing it appears that sample #1 is a Tan Fine to
Medium SAND with 2.3%oe #200 _sieve and is classified as an SP material.
Sample #2 is a Gray- li'y Fine to Medium SAND with 8.9% passing the #200 sieve and
is classified as an SP-SM material. Sample #3 is a Tan trine to medium SAND with 4.0%
passing the #200 sieve and is classi ed as an SP material.
If you have any questions after reviewing this letter or the attachments or if we can be of
assistance in any way, please do not hesitate to contact us.
Respectfully Submitted,
ECS Carolina, LLP
% -47—�
K.ii s J , /ta2mm
Construction Services Manager
A f111
Walid M. Sobh
Principal Engineer/Vice Prsident

Engineering Consulting Services, Ltd.
P.O. Box 10434
Wilmington, NC 28404
[phone]
[phone] Fax
Grain Size Analysis
Job Naive Ike Williamson
Job No. 22-12112
Cell No.
Sample No.
Sample Depth (ft.)
Sample Description
Dry Weight of Sample
Sieve Diameter
Number (mm)
0
#1
0
Tan Fine to Medium SAND
401.91 g
Percent Percent
Passing Retained
3/41'
19.10
100.00
0.00
3/8"
9.52
100.00
0.00
#4
4.76
100.00
0.00
# 10
2.00
97.95
2.05
#20
0.84
97.79
2.21
#40
0.42
82.69
17.31
#60
0.25
32.97
67.03
#100
0.149
3.95
96.05
#200
0.074
2.26
97.74

Grain Size Analysis
Eg:: U. S. Standard Sieve Sues 1 Hydromet,
ct-� 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200
100
90
80
70
2� 60
4. 40
30
20
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100. 10. 1. Grain Size (mm) .1 .01
GRAVEL ! SAND I SILT and
Sample description: Tan Fine to Medium SAND Cu = 0.1 LL = Job Name: Ike W
PI - Sample No.:
U. S. C. S. Classification: SP Cc = 1.0 Moisture - 0.4 Sample Depth:

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