SW7080916_COMPLIANCE_20140226

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW M(,w
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

Gut 5-.
Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2014
This inspection document shall be completed and returned to the local stormwater BMP approving authority.
1. Location Information
Project Name: State Employees Credit Union (SECU) Date of Inspection: 2-26-14
Location/Address: 100 Fyvie Drive, Barco NC, 27917
2. Owner Information
Owner of Record: SECU Telephone:
919-508-2691
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605 Fax:
Name: Brett Cody - Facilities Services Email:
[e-mail]
Is owner a HOA? Yes— No _X_ If yes, attach list of current officers and their contact information
3. Secondary Contact Information (If different from Owner)
Name: Deborah Mountain Telephone:
252457-5091
Title: Branch Manager Fax:
252-457-5038
Mailing Address: PO Box 239, Barco NC, 27917 Email:
[e-mail]
4. Inspector Information
Company Name: Piedmont Civil Consultants, PA Telephone:
919-819-3103
Inspector Name: William S. Needham, PE Fax:
919-379-1458
Mailing Address: 11010 Lake Grove Boulevard, PMB 294 Email:
[e-mail]
Morrisville, NC 27560 Credentials:
PE
Completed NCSU BMP Maintenance & Inspection Certification: Yes X No
Certification No: 038
5. BMP Description and Number: (Please designate all that apply)
Bioretention Areas Constructed Wetlands
X Dry Detention Basins (Infiltration)
X Grass Swales Level Spreaders
Wet Detention Ponds
Sand Filters Permeable Pavement
Proprietary Devices
Other (Provide Description): Underground Detention System
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
Page 1 of 2 Piedmont Civil Consultants, PA

. ' <:
..., rr'
... .,
•r�,
�',�.
,..
...
.,. .,
.�
r
.t.:...
.':
• i...Y4 S)�i� .. .. .. � .. ... .i iP.:9:....,. '1; i t 'n �.'� :litN. �:.: ,. �'i �. � , . '.i.` ...

7. General Information for all BMPs:
Yes No N/A
X Does routine maintenance appear to be satisfactory?
X Has sediment built up in the inlet, outlet, or forebay?
X Are there signs of erosion or any denuded areas?
X Is there trash or debris that needs to be removed? (This is particularly important at outlet
structures.)
X Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X Is there evidence of cracks, separation, or alignment problems with pipes?
X Are rip -rap dissipater pads damaged, clogged with vegetation, or insufficient?
X For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X Is there evidence of muskrat or beaver activity?
X Are vegetated slopes steeper than 3:1?
X Is there evidence of depressions in the soil surface over or around any pipes?
X Other problems not listed above (describe below).
S. Please describe all problems in detail: (Use additional sheets if needed)
No problems at this time.
9. Please describe corrective measures taken: (Use additional sheets if needed)
10. Inspector's Certification
I, William S. Needham PE , as a duly registered Professional in the
State of North Carolina, hereby state that the Stormwater BMP(s) described in this report were inspected under my
responsible charge, and to the best of my knowledge, the (BMP) device(s): (please select one of the following
statements)
have deficiencies noted above and must be repaired in order to function properly and operate as designed.
X are fully functioning and operating as designed and intended as of this date.
02-26-14 (Seal)
Signature
Date
,"W11u..n..y.
.0 CARS '•.
• O '•
:� .�fESS}p
`
. �z 031748 '
''•, S. ••
NEE �
Page 2 of 2 •r���"t"'Piedmont Civil Consultants, PA

The photo above shows an overall view of the Infiltration basin as seen from the north end looking
south. The bottom and interior slopes are stabilized appropriately with a warm season grass that
was dormant at the time of inspection.
The northernmost inlet point that Bows into the infiltration was observed in good condition. The
pipe was free of significant sediment The rip rap stone dissipater pad is in good condition without
displaced stone. There were no areas of soil loss/depressions around the pipe.
State Employees Credit Union, Barco, NC
Photo Journal 2-26-14
Page 1 of 5
The middle inlet pipe shown above was found in good condition. The rip rap stone dissipater pad is
in good condition. There is no significant amount of sediment accumulation in the pipe or dissipater
pad. There were no depressions or areas of soil loss around the inlet pipe. No additional maintenance
required.
The southern most inlet concrete pipe was found in good condition. The rip rap dissipater pad is in
good condition and requires no additional maintenance at this time. There were no areas of soil
loss/depressions around the pipe. No additional maintenance required.
State Employees Credit Union, Barco, NC
Photo Journal 2-26-14
Page 2 of 5

The photo above was taken at the southern end of the infiltration basin and shows an accumulation
of grass clippings. Asa maintenance item, excessive grass clippings should be removed from the area
to prevent matting in the bottom of the device. This can be done on an as -needed basis.
The photo above shows the sole inlet point that flows to the grassed Swale. The inlet pipe has minor
leaf litter inside and should be cleaned out periodically. The area around the pipe shows no signs of
depressions. The area at the end of the pipe shows no signs of erosion.
State Employees Credit Union, Barco, NC
Photo journal 2-26-14
Page 3 of 5
The photo above shows the grassed Swale as seen from the inlet point as it wraps around the
backside of the property. The swale area is well stabilized with a warm season grass that appears to
be dense and is sufficient to prevent significant erosion.
The photo above shows a second Swale located parallel to the access road and closest to the drive
thru. The area shown was observed in good condition with grass stabilization sufficient to prevent
significant erosion. Similar to the rest of the property, warm season grass provides good
stabilization.
State Employees Credit Union, Barco, NC
Photo Journal 2-26-14
Page 4 of 5

Landscaper's Maintenance Punch List
1. (Quarterly) Check the level of sediment accumulating in the inlet and outlet
areas. Remove sand grit, debris, trash and plant material by hand shovel at these
points.
2. (Quarterly) Remove any debris, trash and collected sediment in the pipes that
block or slows down the flow of water into the stormwater devices.
3. (Semi -Annual) Monitor ground cover on inside of stormwater device slopes.
Bare or deteriorating areas should be reseeded as needed to keep area stabilized.
4. (Quarterly) Infiltration device should be monitored to make sure that water
does not stand in this device over 5 days after a typical rainfall event.
Hurricanes or Tropical Storms are the exception. Long periods of standing water
may be an indication that excessive sediment has been deposited in the device.
State Employees Credit Union, Barco, NC
Photo Journal 2-26-14
Page 5 of 5

e
Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2013
This inspection document shall be completed and returned to the local stormwater BMP approving authority.
1. Location Information
Project Name: State Employees Credit Union (SECU) Date of Inspection: 1-21-13
Location/Address: 100 Fyvie Drive, Buren NC, 27917
2. Owner Information
Owner of Record: SECU Telephone:
919-831-4718
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605 Fax:
Name: Brent Lambert - Facilities Services Email:
[e-mail]
Is owner a HOA? Yes _ No _X_ If yes, attach list of current officers and their contact information
3. Secondary Contact Information (If different from Owner)
Name: Deborah Mountain Telephone:
252-457-5091
Title: Branch Manager Fax:
252-457-5038
Mailing Address: PO Box 239, Barco NC, 27917 Email:
[e-mail]
4. Inspector Information
Company Name: Piedmont Civil Consultants, PA Telephone:
919-819-3103
Inspector Name: William S. Needham, PE Fax:
919-379-1458
Mailing Address: 3608-200 Davis Drive Email:
[e-mail]
Morrisville, NC 27560 Credentials:
PE
Completed NCSU BMP Maintenance & Inspection Certification: Yes X No
Certification No: 038
5. BMP Description and Number: (Please designate all that apply)
Bioretention Areas Constructed Wetlands
X Dry Detention Basins (Infiltration)
Grass Swales Level Spreaders
Wet Detention Ponds
Sand Filters Permeable Pavement
Proprietary Devices
Other (Provide Description): Underground Detention System
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
Page] of 2
Piedmont Civil Consultants, PA

Environmental Protection Agency
(3) transfers oil or hazardous mate-
rial in a place subject to the jurisdic-
tion of the United States.
Threat of discharge or release, see defi-
nitions for discharge and release.
Threat of release, see definition for re-
lease.
Treatment technology means any unit
operation or series of unit operations
that alters the composition of a haz-
ardous substance or pollutant or con-
taminant through chemical, biological,
or physical means so as to reduce tox-
icity, mobility, or volume of the con-
taminated materials being treated.
Treatment technologies are an alter-
native to land disposal of hazardous
wastes without treatment.
Trustee means an official of a federal
natural resources management agency
designated in subpart G of the NCP or
a designated state official or Indian
tribe or, in the case of discharges cov-
ered by the OPA, a foreign government
official, who may pursue claims for
damages under section 107(f) of
CERCLA or section 1006 of the OPA.
United States when used in relation to
section 311(a)(5) of the CWA, means the
states. the District of Columbia, the
Commonwealth of Puerto Rico, the
Northern Mariana Islands, Guam,
American Samoa, the United States
Virgin Islands, and the Pacific Island
Governments. United States, when
used in relation to section 101(27) of
CERCLA and section 1001(36) of the
OPA, includes the several states of the
United States, the District of Colum-
bia, the Commonwealth of Puerto Rico,
Guam, American Samoa, the United
States Virgin Islands, the Common-
wealth of the Northern Marianas, and
any other territory or possession over
which the United States has jurisdic-
tion.
Vessel as defined by section 101(28) of
CERCLA, means every description of
watercraft or other artificial contriv-
ance used. or capable of being used, as
a means of transportation on water;
and, as defined by section 311(a)(3) of
the CWA, means every description of
watercraft or other artificial contriv-
ance used, or capable of being used, as
a means of transportation on water
other than a public vessel.
Volunteer means any individual ac-
cepted to perform services by the lead
19
§ 300.105
agency which has authority to accept
volunteer services (examples: See 16
U.S.C. 742f(c)). A volunteer is subject to
the provisions of the authorizing stat-
ute and the NCP.
Worst case discharge as defined by sec-
tion 311(a)(24) of the CWA, means, In
the case of a vessel, a discharge in ad-
verse weather conditions of its entire
cargo, and, in the case of an offshore
facility or onshore facility, the largest
foreseeable discharge in adverse weath-
er conditions.
59 FR 47416, Sept. 15. 1994, as amended
at 60 FR 16054, March 29, 19951
§ 300.6 Use of number and gender.
As used in this regulation, words in
the singular also include the plural and
words in the masculine gender also in-
clude the feminine and vice versa, as
the case may require.
§300.7 Computation of time.
In computing any period of time pre-
scribed or allowed in these rules of
practice, except as otherwise provided,
the day of the event from which the
designated period begins to run shall
not be included. Saturdays, Sundays,
and federal legal holidays shall be in-
cluded. When a stated time expires on
a Saturday, Sunday, or legal holiday.
the stated time period shall be ex-
tended to include the next business
day.
Subpart 13--Responsibility and
Organization for Response
SOURCE: 59 FR 47424, Sept. 15, 1994, unless
Otherwise noted.
§ 300.100 Duties of President delegated
to federal agencies.
In Executive Orders 12580 and 12777,
the President delegated certain func-
tions and responsibilities vested in him
by the CWA, CERCLA, and the OPA.
§300.105 General organization con-
cepts.
(a) Federal agencies should:
(I) Plan for emergencies and develop
procedures for addressing oil dis-
charges and releases of hazardous sub-
stances, pollutants. or contaminants;

7. General Information for all BMPs:
Yes No
N/A
X
Does routine maintenance appear to be satisfactory?
X
Has sediment built up in the inlet, outlet, or forebay?
X
Are there signs of erosion or any denuded areas? S
X
Is there trash or debris that needs to be removed? (This is particularly important at outlet
structures.)
X.
Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X
Is there evidence of cracks, separation, or alignment problems with pipes?
X
Are rip -rap dissipater pads damaged, clogged with vegetation, or insufficient?
X
For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X
Is there evidence of muskrat or beaver activity?
X
Are vegetated slopes steeper than 3:1?
X
Is there evidence of depressions in the soil surface over or around any pipes?
X
Other problems not listed above (describe below).
8. Please describe all problems in detail: (Use additional sheets if needed)
Please refer to the attached photographic journal for details
9. Please describe corrective measures taken: (Use additional sheets if needed)
Please refer to the attached photographic phic journal for corrective measures
10. Inspector's Certification
I, William S. Needham, PE , as a duly registered Professional in the
State of North Carolina, hereby state that the Stormwater BMP(s) described in this report were inspected under my
responsible charge, and to the best of my knowledge, the (BMP) device(s): (please select one of the following
statements)
have deficiencies noted above and must be repaired in order to function properly and operate as designed.
X are fully functioning and operating as designed and intended as of this date.
Signature
01-21-13
Date
Page 2 of
(Seal)
�oo�yZH CAi
ra SEAL
�1 031746
S. NE
Piedmont Civil Consultants, PA

r to the
infiltration basin. The area was found to he in good condition with vegetation
and rip rap dissipater pad. The inlet concrete pipe was found to be clean and free
of sediment and debris.
i the north
looking south. The interior slopes and bottom of infiltration basin are stabilized
with grass vegetation and is also well maintained at the time of inspection.
State Employees Credit Union, Barco, NC
Photo Journal 1-21-13
Page 1 of 5
pipe is
stabilized with grass. The rip rap dissipater pad is well sculpted. The pipe was
inspected and determined to be secure with no pipe separation detected.
The southern most inlet concrete pipe and rip rap energy dissipater pad was
found to be in good condition. The area is well stabilized with grass on slopes and
the rip rap energy dissipater pad is functioning properly.
State Employees Credit Union, Barco, NC
Photo Journal 1-21-13
Page 2 of 5

Photo shows inlet storm pipe that leads to the grassed swale located behind the
building. The surrounding area remains stabile with no erosion in the area.
shows
an overall view of the grassed Swale to be in good condition. No maintenance
concerns at this time.
State Employees Credit Union, Barco, NC
Photo Journal 1.21-13
Page 3 of 5
Photo shows the grassed swale further down the back property line to be in good
condition.
parallel to the side street The swale contains dense vegetation and requires no
maintenance at the time of inspection.
State Employees Credit Union, Barco, NC
Photo Journal 1-21-13
Page 4 of 5

from the parking lot located beside the drive thru. This area is in passable
condition and requires no additional maintenance at this time.
Landscaper's Maintenance Punch List
1. (Quarterly) Check the level of sediment accumulating in the inlet and outlet
areas. Remove sand grit, debris, trash and plant material by hand shovel at these
points.
2. (Quarterly) Remove any debris, trash and collected sediment in the pipes that
block or slows down the flow of water into or out of the stormwater devices.
3. (Semi -Annual) Monitor ground cover on inside of stormwater device slopes.
Bare or deteriorating areas should be reseeded as needed to keep area stabilized.
4. (Quarterly) Infiltration device should be monitored to make sure that water
does not stand in this device over 5 days after a typical rainfall event.
Hurricanes or Tropical Storms are the exception. Long periods of standing water
may be an indication that excessive sediment has been deposited in the device.
State Employees Credit Union, Barco, NC
Photo journal 1-21-13
Page 5 of 5

Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2012
This inspection document shall be completed and returned to the local stormwater BMP approving authority.
1. Location Information
Project Name: Stale Employees Credit Union (SECU) Date of Inspection: 01-31-12
Location/Address: 100 Fyvie Drive, Barco NC, 27917
2. Owner Information
Owner of Record: SECU Telephone:
919-856-3382
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605 Fax:
Name: Tiko Thomas - Facilities Services Email
[e-mail]
Is owner a HOA? Yes _ No _X_ If yes, attach list of current officers and their contact information
3. Secondary Contact Information (if different from Owner)
Name: Deborah Mountain Telephone:
252-457-5091
Title: Branch Manager Fax:
252-457-5038
Mailing Address: PO Box 239, Barco NC, 27917 Email:
[e-mail]
ncsecu.org
4. Inspector Information
Company Name: Piedmont Civil Consultants, PA Telephone:
919-818-3103
Inspector Name: William S. Needham, PE Fax:
919-379-1458
Mailing Address: 3608-200 Davis Drive Email:
[e-mail]
Morrisville, NC 27560 Credentials:
PE
Completed NCSU BMP Maintenance & Inspection Certification: Yes X No
Certification No: 038
5. BMP Description and Number: (Please designate all that apply)
Biorelenlion Areas Constructed Wetlands X
Dry Detention Basins (Infiltration)
Grass Swales Level Spreaders
Wet Detention Ponds
Sand Filters Permeable Pavement
Proprietary Devices
Other (Provide Description): Underground Detention System
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
. , Page I of 2 Piedmont Civil Consultants, PA

7. General Information for all BMPs:
Yes No N/A
X Does routine maintenance appear to be satisfactory?
X Has sediment built up in the inlet, outlet, or forebay?
X Are there signs of erosion or any denuded areas?
X Is there trash or debris that needs to be removed? (This is particularly important at outlet
structures.)
X Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X Is there evidence of cracks, separation, or alignment problems with pipes?
X Are rip -rap dissipator pads damaged, clogged with vegetation, or insufficient?
X For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X Is there evidence of muskrat or beaver activity?
X Are vegetated slopes steeper than 3:1?
X Is there evidence of depressions in the soil surface over or around any pipes?
X Other problems not listed above (describe below).
8. Please describe all problems in detail: (Use additional sheets if needed)
Please refer to the attached photographic journal for details.
9. Please describe corrective measures taken: (Use additional sheets if needed)
Please refer to the attached photographic journal for corrective measures.
10. Inspector's Certification
1, William S. Needham, PE , as a duly registered Professional in the
State of North Carolina, hereby state that the Stormwater BMP(s) described in this report were inspected under my
responsible charge, and to the best of my knowledge, the (BMP) device(s): (please select one of the following
statements)
have deficiencies noted above and must be repaired in order to function properly and operate as designed.
X are fully functioning and operating as designed and intended as of this date.
Signature
01-31-12
Date
Page 2 of 2
(Seal)
,auun,„
10
�¢ osE746 9<�
%ylq cyG1 NEEe'�P
Piedmont Civil Consultants, PA

R
I
i
s

V
Comments:
• The photos show thm there is grass that has grown my the rip.rep
over tht past few years. This apron appears to receive little flow end
the gross has been noting as minor filter and posses no maintenunce
issues. The swalc is in passing condition.
FTim kwnl 01-JI-I$ .-It ILrtn. HC
sera
Comments:
• The inlet rip-mp upon / strew filter apron was fowl in be in good
condition with no major sediment or debris. There is minor urea of
tootling grass adjacent to the pipe end section. This area should be re-
seeded and stabilized this spring. The swdo is in very good condition.
FTN rauyl-SF,CU t1vm.N(:
6 W
6of

Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2011
This inspection document shall be completed and returned to the local stotmwater BMP approving authority.
1. Location Information
Project Name: State Employees Credit Union (SECU)
Location/Address: 100 Fyvie Drive, Barco NC, 27917
2, Owner Information
Owner of Record: SECU
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605
Name: Tiko Thomas - Facilities Services
Is owner a HOA:' Yes No _X_ If yes, attach list
3. Secondary Contact Information (If different from Owner)
Name: Deborah Mountain
Title: Branch Manager
Mailing Address: PO Box 239, Barco NC, 27917
4, Inspector Information
Company Name: Piedmont Civil Consultants, PA
Inspector Name: William S. Needham, PE
Mailing Address: 3608-200 Davis Drive
Morrisville, NC 27560
Completed NCSU BMP Maintenance & Inspection Certification: Yes
5. BMP Description and Number: (Please designate all that a
Date of Inspection: 03-15-1 1
Telephone:
919-856-3 3 82
Fax:
Email:
[e-mail]
of current officers and their contact information
Telephone:
252457-5091
Fax:
252457-5038
Email:
[e-mail]
Telephone:
919-818-3103
Fax:
919-379-1458
Email:
[e-mail]
Credentials:
PE
X No
Certification No: 038
Bioretention Areas Constructed Wetlands
Crass Swales Level Spreaders
Sand Filters Permeable Pavement
Other (Provide Description): Underground Detention System
X Dry Detention Basins (Infiltration)
Wet Detention Ponds
Proprietary Devices
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
Page 1 of 2 Piedmont Civil Consultants, PA

7. General Information for all BMPs:
Yes No N/A
X Does routine maintenance appear to be satisfactory?
X Has sediment built up in the inlet, outlet, or forebay?
X Are there signs of erosion or any denuded areas?
X Is there trash or debris that needs to be removed'? (This is particularly important at outlet
_ structures.)
X Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X Is there evidence of cracks, separation, or alignment problems with pipes?
X Are rip -rap dissipator pads damaged, clogged with vegetation, or insufficient?
X For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X Is there evidence of muskrat or beaver activity?
X Are vegetated slopes steeper than 3:1?
X Is there evidence of depressions in the soil surface over or around any pipes?
X Other problems not listed above (describe below).
8. Please describe all problems in detail: (Use additional sheets if needed)
Please refer to the attached photographic iournal for details.
9. Please describe corrective measures taken: (Use additional sheets if needed)
Please refer to the attached photographic journal for corrective measures.
10. Inspector's Certification
1, William S. Needham PE , as a duly registered Professional in the
State of North Carolina, hereby state that the Stormwater BNW(s) described in this report were inspected under my
responsible charge, and to the best of my knowledge, the (BMP) device(s): (please select one of the following
statements)
have deficiencies noted above and must be repaired in order to function properly and operate as designed.
X are fully functioning and operating as designed and intended as of this date.
(Seal)
CA R
Signature Date
�•,.•`O��N
s
. 2 ,.pFESSj•. /y
0
••
� 03EAL
Q
Page 2 of 2
Piedmont Civil Consultants, PA

SEM - ems
PTgJeaY � tlll00,$t
�meios LacaUm T
I
CplkF. .:,.
tapOA
Updt
Mt1d�
pop
iaaa6lai
160A,
$ Y -
OMM
p i4
MOatTM >
A
GS
2 5Y 3t3
sandy loam
Wealt
qr
very Triable -
2 6
10 11
AB
6-12
10YR 5/6
sandy loan
Weak
zW
hiabk T1.1d n
2 6
1414
01
R-30
10YR 4A5
sandydayloam
g d"a
sbk
hiabb
06 2
0.14-14
BC
30-36
10YR 55
randy loam
We#
zbl
Inaba Trannt
2 6
14 14
Ct
36-50
1CYR 518
5anny lance
very lriabb
2 5
14 14
C2
50-64
25Y G/6 -
foenry sand
-
andvery
Inaba
_
6.20
>14
Seee—1 Hipb W Tab*. >04 it ha
PIO,IPSi a t0900.$1
i$orio. i4rcaUon 1
iawaa
_
M
C91Bf
iMatrla)
iYOlA
6.m 1d06fialt
Mpb,
tI5Ll1
paM
U®I!
IL411T*A4
A
n6
25Y 3/3
sandy loam
Week
9,
"n"n"'a
2-6
14 is
AS
8�16
25Y 55 -
sandy loam
wa.
sbF
I.-,.
T,ansdwn
2 6
la-ta
81
18,48
1GYR45 -
Sandy bem
Mad -ad,
5bF
friable
_
Wank SCL -ClayI
Acwmubliao
2 0
14 19
CB
4S62
_
tCYR 515 -
sandy bam
-
an
friable
_-
Trane.a—
_
_
2 6
14 14
C
62 84
2 5Y 714 -
loamy sand
m a
very an..
- T
6 20
>14
S aa,lNlpb Weler Tebb: >Bf aced m
SEIM - 8a
Pmject A 10$00 St
a0 Lobo 1
C4ilpi.'
USDA
�(Ir111a
0OR
w
1d.aai
7iar�
6wie
rppwp
ace"
awpon
A
0.6
10YR 413
SVMY bam
We*
91
vsH biat9^
2 � 6
14 - 14
AS
6-14
10YR L6
sandy bem
Weak
sbl,
an le
T,aa,n.n
2 6
14 14
SO
1224
7 5YR 5/6
- sandy clay loam
Mad...
zb*
Inable
_
08 - 2
0 19 - ix
B12
2496
75YR 5/6
sandy loom
Weak
sbk
maple
2-6
1414
BC
36-0e
I YR 516
- sandy bam
Weak
Inable
Transibnn
2 5
14 14
C
48A4
25Y6IB
- IdamY Sand
varylnable
6-20
>14
s—xaYw, ",h wow TaaFe: >ea a va
SMU - Sam*
1% jeRN i9w&51
ar- LecaUnea
6pU film-:
tam U o11
u4/s
Rap tMAIJAPPlAfti
Tia`0
ow" $4SWO&A
A
04S 25Y 414
sandy loam Weak y
very h,ede
2-6 14-14
BA
8.14 10YR 4S
- seMy roam weak sbk
mabb
Tlansiaon
2-6 14 14
Bt
1435 ICYR 5/8
- sandy day Rand, Moderate zbk
made
Weak SCL
06 � 2 0.14 -1 4
C1
25-40 2.5Y 5/6
- loamy sand ma
vary Malta
6 20 N4
C2
4660 2.SY 6/4
- berry sand - ana
very hide
8 20 >14
C3
c0.84 25Y 7G
- homy nand and
hiablp
_
6_201 >M
Ssasor®I Mipb YpNBr T4Me: >p4 irlayaen
SHEET DATE: SCALE:
1 JAN 14, 2006 1 ' = 40'
OF PROJECT NO. DRAWN BYf:
•� 10966.S1 SM
LEGEND
R Soil t)oring location and number.
Approximate property boundary_
SOIL BORING MAP —�
�itC IJ
— BARGO SITE —
CURRITUCK COUNTY, NORTI-h CAROLINA
JAN 2008
GRAPHIC SCALE
ill =40'
Soil & L wfmonmental Consultants, PA
I HIS Raven Ridge Road • Ralwg4 Month Carolina 27614 P4®e: (919) W-5900 - Fax: [phone]
www.SaadEC-com

■
1
k M
}
� 4
t
i ye
l
ri 1 i
{ h@
�kr
{