SW7080117_HISTORICAL FILE_20080220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
4�
YYYYMMDD

2 1 6 Main Street - Wmtevdle, NC 25590 Date: 2/20/2008 Job No: 07-059
(o) 252.32 1.5607 (f) 252.321 .6205
[e-mail] I Attention: Scott Vmson
NCDENR - DWO
943 Washington Square Mall
Washmciton, NC 27559
We are sending you:
❑
Attached
Drawings
ElPlans
El Letter
X�
Other
Re: Ready Mixed Concrete Facility - Bayboro Facility
One Stop Permit Revisions
❑ Under separate cover via
El Pnnts ❑ Samples
the follownng:
❑ 5peafication5
1
2/ 1 5/2008
Revised Site Plan (Revised sheet 5W- I only)
RECLzm
FEB 2 0 zoos
®WO_WgRO
Transmitted as checked below:
For approval
For your use
X❑ As requested
For review
Approved as noted
Approved as submitted
El Returned for corrections
Other
Resubmit copies for approval
05ubmit copies for distribution
Return corrected prints-
Remarks:
Scott
Please
find the additional set of
plans you requested for Ready Mixed Concrete - Bayboro.
Thank
you for working with us on
this submittal.
Copy to:
file
Signed:
Mic el . Tols n, .E.
If enelosums are not as noted, kindly nedgwsilWO :QTS107059-Ready Mixed Concrete -Pamlico Co. Cowell LooplOocumenfs107-059-S-VINSON-02-20-08.xis

21 6 Main Street - Wmtenalle, NC 25590
(o) 252.32 1.5607 (f) 252.321 .6208
[e-mail]
NCDENR -DWQ
943 Washington Square Mall
Washington, NC 27589
We are sending you:
Drawings
Letter
Date: 2/ 1 5/2008 Job No:
Attention: Scott Vinson
07-059
Re: Ready Mixed Concrete Facility- Bayboro Facility
One Stop Permit Revisions
❑ Attached ❑ Under separate cover via the following:
❑ Plans ❑ Frmt5 ❑ Samples ❑ 5pecification5
x❑ Other Applications
I
2/ 1 5/2005
Revised Site Plan (RCV15ed sheet 5W- I only)
1
2/ 1 5/2008
2/ 1 5/2008
Revised Wet Pond Supplement �������®
Revised Po d Routing
1 /J'�
rA.) 1f� �V/ FEB 2008
•= t— J.
/
\ ���„h
®W�.. dill/��(,�/�j/�fJ
v� V V o �1 `J
Transmitted a5 checked below:
X] For approval
❑ For your use
❑ A5 regue5ted
❑ For review
❑ Approved a5 noted
❑ Approved a5 5ubmitte6
❑ Returned for corrections
❑ Other
ElRe5ubmit copies for approval
[]5ubmit copies for distribution
EIPeturn corrected pnnt5
Remarks:
Scott
Please find the above referenced materials for your use in reviewing
the Ready Mixed Concrete Plant.
in Bayboro. Thank you for working
with u5 on this Submittal.
Copy to: file
Signed:
11
If enclosures are not as noted, kindly rMVfyar;;,W0MeTS107059-Ready Mixed Concrete -Pamlico Co. Cowell LoopU)ocuments107-059-S-VINSON-02-15-08.xis

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 14, 2008
Mr. Rickie Gray, Regional Manager
Southern Equipment Company, Inc.
PO Box 887
Greenville, NC 27835
Subject: Stormwater Review SW7080117
Ready Mixed Concrete Company — Bayboro Facility
Chowan County
Dear Mr. Gray:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 30, 2008. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1) Please note that the receiving waters of Raccoon Creek is correctly classified as SC; Sw, NSW
with an index number of 27-105-5 within the Neuse River Basin. The application has been
revised.
2) The temporary pool elevation on the supplement form reads 1.50 frisl, however on sheet SW-1 it
is given as 1.12. Please revise this plan sheet or application form as needed.
3) The minimum required volume on the Wet Baqsin supplement form is given as 13,753cf, whereas
the provided calculations give it as 9,169cf. Please revise the form as needed.
4) The Wet Basin supplement form gives a 2.00 in. diameter drawdown orifice, whereas the plans
and calculations give a 1.25 in. orifice. Please revise the form or plans as needed.
5) Please do not forget to have any revised plans and calculations signed, sealed and dated.
The above requested information must be received in this office prior to February 21, 2008 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
S1 cerely,
ScottVinson
Environmental Engineer
Washington Regional Office
cc: Michael Tolson, PE
Washington Regional Office
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washineton Souare Mall. Washineton. NC 27889 1-877-623-6748
Nw hCaro
� ahkrda1i

Permit No. `&i / 0 YO ll?
(to be provided by DWQ)
e��
NCDENR
RECEIVED
JAN 3 O 29TORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
DWQ.WARoWET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Michael D. Tol5on, P.E.
Drainage area
220,8G4
rye
Impervious area
109,9 I 0
'rye
%impervious
49.7G3G55
%
Design rainfall depth
1.0
. in
Storage Volume: Non -SR Waters
-1 /0'
Minimum volume required
13,753 to
Volume provided
14,543 .....
ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
-
in
Pre -development 1-yr, 24-hr runoff
'ry'
Post -development 1-yr, 24-hr runoff
Minimum volume required
rya
Volume provided
Peak Flow Calculations
Is pro/post control of the 1-yr 24-hr peak flow required?
N
(Y or N)
1-yr, 24-hr rainfall depth
3.G
in
Rational C, pre -development
7 0.4..
(unitless)
Rational C, post -development
..O.G -
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
- 3.7 -
' in/hr
Pre -development 1-yr, 24-hr peak flow
:, 8.0,
-ff'Isec
Post -development 1-yr, 24-hr peak Flow
I 1.9
ft/sec
Pre/Post 1-yr, 24-hr peak Flow control
3.9
ft Isec
Basin Elevations
Basin bottom elevation
�.-5.00
: ft
Sediment cleanout elevation
-4.00 .
ft
Bottom of shelf elevation
0.00
ft
Permanent pool elevation
0.50
ft
Top of shelf elevation
1.00
It
Temporary pool elevation
1.50
ft
Volume and Surface Area Calculations
SAIDA ratio
5.GO
(unitless)
Surface area at the bottom of shelf
G988.00
-.: rye
Volume at the bottom of shelf
2530G.00
ff'
Permanent pool, surface area required
12,3G8
fte
Permanent pool, surface area provided
' 11.2,525
fe
Permanent pool volume
35,770
'ry'
Average depth for SAIDA tables
2,6558882 It
Surface area at the top of shelf
15301 .
It
Volume at the lop of shelf
- 5OG 13
! ry'
�Op W A r
OK
Minimum of 3 ft required, Increase depth 3 1 S�
Form SW401-Wet Detention Basin-Rev.3 Parts I. a II. Design Summary, Page 1 of 2

DESIGN INFORMATION
Permit No.
(to be provided by DWQ)
Forebay % of permanent pool volume
Temporary pool, surface area provided
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development i-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
G,503 ft3
16 % OK
I G,24G -fe
3.51
days OK
-`
0.03
' ft3/s
6.06
ft3/5 OK
7.92
'_ft3/s OK
2.00 in 1'a s rr
` 90
3 :1
OK
10 "":1
OK
10 ft
OK
3.5 '':1
OK
1.5 :1
OK
Y- "i(YorN)
OK
I ft
OK
IN (Y or N)
Design must be based on 90% TSS removal
N . (Y or N)
Need a recorded drainage easement
Y, (Y or N)
OK
Valve in Bottom of Box
Form SW401-Wet Detention Basin-Rev.3 Parts I. & 11, Design Summary, Page 2 of 2

RE: Readv Mix SW pevnit appl.
Subject: RE: Ready Mix SW permit appl.
From: "Scott Fanner" <j sfarmer@hcharris. net>
Date: Fri, 15 Feb 2008 07:57:40 -0500
To: <Scott. Vinson@ncmai 1. net>
CC: "'Michael D. Tolson"' <[e-mail]>
Mr. Vinson,
Per our conversation and this email, I have attached the revisions to the
plans and applications as requested. I have also mailed hard copies.
Should you have any questions feel free to give me a call. Thank you for
your help in the project.
-----Original Message -----
From: Michael Tolson [mailto:[e-mail]] On Behalf Of Michael Tolson
Sent: Friday, February 15, 2008 7:24 AM
To: [e-mail]
Subject: FW: Ready Mix SW permit appl.
-----Original Message -----
From: Scott Vinson[mailto:[e-mail]]
Sent: Thursday, February 14, 2008 4:58 PM
To: Michael Tolson
Subject: Ready Mix SW permit appl.
Michael,
following up on my phone conversation this afternoon with Scott Farmer,
I wanted to let you know of some minor revisions that were needed for
the Ready Mix Concrete project in Bayboro.
1. The receiving water, Racoon Creek, is classified SC; Sw, NSW with an
index no. of 27-105-5.
2. The Temporary pool elevation on the supplement form reads 1.50 fmsl,
however
on sheet SW-1 it is given as 1.12. Please revise this plan sheet
or application form
as needed.
3. The minimum required volume on the Wet Basin supplement form is
given as 13,753cf
where as the provided calculations give it as 9,169cf. Please
revise the form as needed.
4. The Wet Basin supplement form gives a 2.00 in. diameter drawdown
orifice, whereas the
plans and calculations give a 1.25 in. orifice. Please revise the
form or plans as needed. .
Please have this information back to me by February 21, 2008.
If you have any questions please call or write.
Thanks,
Scott Vinson
SW-1 REV 2-15 O8.PDF Content -Type: application/pdf
Content -Encoding: base64
1 of 2 2/15/2008 9:02 AM

RE: Ready Mix SW permit appl.
REV PERMIT SUPP AND ROUTING.PDFContent-Type: application/pdf
Content -Encoding: base64
2 of 2 2/15/2008 9:02 Alva

Ready Mix SW permit appl.
Subject: Ready Mix SW permit appl.
From: Scott Vinson <[e-mail]>
Date: Thug 14 Feb 2008 16:58:21 -0500
To: Michael Tolson <[e-mail]>
Michael,
following up on my phone conversation this afternoon with Scott Farmer,
I wanted to let you know of some minor revisions that were needed for
the Ready Mix Concrete project in Bayboro. 1. The receiving water, Racoon Creek, is
classified SC; Sw, NSW with an index no. of 27-105-5_
2. The Temporary pool elevation on the supplement form reads 1.50 fmsl, however
on sheet SW-1 it is given as 1.12. Please revise this plan sheet or application
form
as needed.
3. The minimum required volume on the Wet Basin supplement form is given as
13,753cf
where as the provided calculations give it as 9,169cf. Please revise the form
as needed.
4. The Wet Basin supplement form gives a 2.00 in. diameter drawdown orifice,
whereas the
plans and calculations give a 1.25 in. orifice. Please revise the form or plans
as needed.
Please have this information back to me by February 21, 2008. If you have any
questions please call or write.
Thanks,
Scott Vinson
1 of 1 2/15/2008 8:59 AM

READY MIXED
699 N. Greene Street, Greenville, NC 27834
Telephone [phone]
Fax [phone]
Guaranteed Strength
January 25, 2007
To Whom It May Concern:
CONCRETE COMPANY
P.O. Box 877. Greenville. NC 27835
JAN S 0 2008
DWQ-WARD
This letter is being written to authorize Rickie Gray with Ready Mixed Concrete Company the authority
to sign as a responsible official for the purpose of pursuing appropriate regulatory permits and preparing
the necessary permit applications for the proposed concrete batch plant to be located on Cowell Loop
Road, Bayboro, North Carolina.
Respectfully,
�%� -✓z� , � O � Fes-=

tt 101100'r.'
r .
v 3.•n e y
a

North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
NCDENR
For DENR Use ONLY
Reviewer:)
Submit
Time:
Confirm L}
e. S
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(alncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee a(lncmail.net EXPRESS
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(p),ncmail.net r 1 a
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a.ncmail.net ,,
• Wilmington Region -Janet Russell 910.350-2004orlanet.russell(5ncmail.net JAN "; `jUd
NOTE: Project application received after 12 noon will be stamped in the following work day. NC DENR
Project Name: READY MIX CONCRET COMPANY-BAYBORO FACILITY County: PAMLICO
Applicant: RICKIE GRAY REGIONAL MANAGER Company: SOUTHERN EQUIPMENT COMPANY INC
Address: PO BOX 887 City: GREENVILLE, State: NC Zip: 27835
Phone:[phone] Fax:[phone] Email: RICKIE.GRAY(�RMCC.COM
Project is Drains into UT TO RACOON CREEK waters Project Located in NEUSE River Basin
Engineer/Consultant: MICHAEL TOLSON Company: HC HARRIS
Address: 216 N. MAIN ST. City: WINTERVILLE, State: NC Zip: 28590
Phone: [phone] Fax::[phone] Email: MDTOLSONic CHARRIS.NET
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
® Stream Origin Determination: 1 # of stream calls - Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR,
❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _
# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems
❑ High Density -Infiltration #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems
_
❑ High Density -Constructive Wetlands # Treatment Systems
❑ High Density -Other _ # Treatment Systems
_
❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development
❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 5,12 acres to be disturbed.(CK # ?j S Ilc i (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No
Minor Variance: ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Major General Variance ❑ No ❑ YES
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check #
Tnfal Faa Amn,mf It Orr v'
SUBMITTAL DATES
I Fee
SUBMITTAL DATES
Fee
CAMA
1 Variance ❑ Ma'; ❑ Min
$
SW ® HD, ❑ LID, ❑ Gen
r - 3c - CS
$ f m 1)
401.
$
LQS
. C-g
$ 1 10b
I Stream Deter,L
$ i1 .J 6

RECEIVED
FILED in PAMLICO Count . NC
o Aug 10 07 st PM
by SUE K WHITFO2�'.20s�
JAN 3 0 20C3
REGISTER OF DEEDS
BOOK 501 PAGE 12 DWQ_WARO
13 Ioowd Aug 10 2007
0 78.00
gists of PAMLICO
North Carolina County
Real Estate Excise Tax
NORTH CAROLINA WARRANTY DEED
Excise Tax $ 7 �'
Parcel Identifier No. H03-27-1
Verified by County on the _day of 20
By:
Mail/Box to: William H. Hollows, Attorney at Law, P.O. Box 563, New Bern, North
Carolina 28563
This instrument was prepared by: William H. Hollows, Attorney at Law, P.O. Box 563, New
Bern, North Carolina 28563
Brief Descripticn for the Index:
THIS DEED made this 2 day of July, 2007, by and between
GRANTOR
GRANTEE
PAULITA C. RULL, widow
SOUTHERN EQUIPMENT COMPANY,
MARY JOY C. RULL, single
INC.
SONNY STUART C. RULL, single
3610 BUSH STREET
TEE JAY C. RULL, single
RALEIGH NC 27609
KRISTAL C. RULL, single
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WrWESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
FEE SIMPLE, all that certain lot or parcel of land situated in Number Three Township, Pamlico County,
North Carolina and more particularly described as follows:
See Exhibit A attached hereto.
RETURNED TO �—A/,/if_'A- IYI_T
DATE RETURNED

BOOK 501 PAGE 13
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
' fig.
Paulita C. Rull
I w
Mary J ull
Sonny Stuart t. Rull
SEAL -STAMP STATE OF CALIFORNIA, COUNTY OF 6�- "Z "'J
I, 4I 1LAry tf VF � rg ;, o a Notary Public of the County and State aforesaid, certify that
PAULITA C. RULL, MARY JOY C. RULL, SONNY STUART C. RULL, TEE JAY C. RULL, and
KRISTAL C. RULL personally appeared before me this day and acknowledged the execution of the
foregoing instrument. Witness my hand and official stamp or seal, this _2LL�clay of
J �.; ( 2007.
ANTHONY R. DAMIANO
—?Iota Public /^ CoMM. k 1653469
ry N NOTAR P68'LC IFORNIA W
KERN MY Comm. EXF. APR. 20, 2010
My Commission Expires: 6 `S 3 LI 6
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are
duly registered at the date and time and in the Book and Page shown on the first page hereof.
REGISTER OF DEEDS FOR CRAVEN COUNTY
By
Deputy/Assistant-Register of Deeds

BOOK 501 PAGE 14
EXHIBIT A
Being all that certain tract or parcel of land lying and being situate in Number Three (3)
Township, Pamlico County, North Carolina, and more particularly described as
follows:
Beginning at a point in the centerline of N.C.S.R. #1206, said point being located North
66 degrees 25 minutes 50 seconds West 602.41 feet from N.C.G.S. "Dawg" S.P.C. 83 with
coordinates N = 520,200.260 feet and East = 2,675,965.185 feet; THENCE from said point
of beginning so located North 85 degrees 43 minutes 50 seconds West 307.03 feet; thence
North 86 degrees 30 minutes 00 seconds West 18.47 feet; thence North 02 degrees 17
minutes 40 seconds East 416.63 feet; thence South 89 degrees 47 minutes 45 seconds East
361.74 feet; thence South 05 degrees 59 minutes 15 seconds West 442.25 feet to the point
of beginning, containing 3.38 acres, more or less, including that portion within the right
of way of N.C.S.R. #1206.
This parcel being a portion of the tract shown on the map recorded in Plat Cabinet A at
Slide 132-19 of the Pamlico County Registry.
The Grantors herein being all the heirs at law of Santo V. Rull, deceased.

FILED in PAMLICO Count y. NC
on Aul 10 2007 at 12:21:51 PM
by: 5UE K WHITFDRD
REGISTER OF DEEDS
BOOK 501 PAGE 15 RECEIVED
Ioowd Aug 10 2007 JAN 3 0 20"
# 95.00ste
e of PAMLICO
��Q-�A��
tCarolina
North County
Real Estate Excise Tax
NORTH CAROLINA WARRANTY DEED
7,5' p f
Excise Tax: $
Parcel Identifier No. H03-27, H03-27-1-1 & H03-27-1-2
Verified by County on the _day of 20
By:
Mail/Box to: William H. Hollows, Attorney at Law, P.O. Box 563, New Bern, North
Carolina 28563
This instrument was prepared by: William H. Hollows, Attorney at Law, P.O. Box 563, New
Bern, North Carolina 28563
Brief Description for the Index:
THIS DEED made this day of July, 2007, by and between
GRANTOR
GRANTEE
MICHAEL C. HARDEE and wife,
SOUTHERN EQUIPMENT COMPANY,
ELIZABETH A. HARDEE
INC.
3610 BUSH STREET
RALEIGH NC 27609
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
FEE SIMPLE, all that certain lot or parcel of land situated in Number Three Township, Pamlico County,
North Carolina and more particularly described as follows:
See Exhibit A attached hereto.
RETURN-ti)70\/l�a"�F7�]Lad�(P
DATE RETURNED 9_ /7• 0 -7

BOOK 501 PAGE 16
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
Michael C. Hardee
k.4de-��e�
Elizab�ih A. Hardee
SEAL -STAMP NORTH CAROLINA, Craven County
I, 7aJE-n WI • Oc-tl a-1 a Notary Public of the County and State aforesaid, certify that
MICHAEL C. HARDEE and ELIZABETH A. HARDEE personally appeared before me this day
and acknowledged the execution of the foregoing instrument. Witness my hand and official stamp
or seal, this a 7day of
2007. 1111101f
``N M N.
/
QP
Notary Public
=� NOTARY
/57—
a=
y� PUBLIC
My Commission Expires: L i 1
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are
duly registered at the date and time and in the Book and Page shown on the first page hereof.
110
REGISTER OF DEEDS FOR PAMLICO COUNTY
Deputy/Assistant-Register of Deeds

BOOK 501 PAGE 17
EXHIBIT A
Being all that certain tract or parcel of land lying and being situate in Number Three (3)
Township, Pamlico County, North Carolina, and more particularly described as
follows:
Beginning at a point in the centerline of N.C.S.R. #1206, said point being located North
66 degrees 25 minutes 50 seconds West 602.41 feet; North 85 degrees 43 minutes 50
seconds West 307.03 feet; and North 86 degrees 30 minutes 00 seconds West 18.47 feet
from N.C.G.S. "Dawg" S.P.C. 83 with coordinates N = 520,200.260 feet and East =
2,675,965.185 feet; THENCE from said beginning point North 86 degrees 30 minutes 00
seconds West 255.91 feet; thence North 03 degrees 36 minutes 20 seconds East 402.80
feet; thence South 89 degrees 47 minutes 45 seconds East 246.81 feet; thence South 02
degrees 17 minutes 40 seconds West 416.43 feet to the point of beginning, containing
2.36 acres, more or less, including that portion within the right of way of N.C.S.R.
#1206.

2 16 Main Street - Wintervdle, NC 28590
(o) 252.32 1.5G07 (f) 252.321 .6208
[e-mail]
To: NCDENR - DWO
943 Washington Square Mall
Washington. NC 27559
Date: 1 /30/2005 Job No: 07-059
Attention: Lyn Hardison
Re: Ready Mixed Concrete Facility - Bayboro Facility
One Stop Permit Application
We are 5endmg you: Attached Under separate cover via the following:
Draww D5 Plans ❑ Prints ❑ 5ample5 ❑ Specifications
Letter xQ Other Apphcation5
Date
Number
I,_
2
1/30/2008
5tormwater Management Package (App, Calc5, PIan5, Reports)
3
1 /30/2005
Erosion Control Package (FRO. Calc5, PIan5, and Reports)
1
1 /30/2006
1 78900
Check for 5tormwater Management Plan Apphcatlon5 ($4000.000)
1
1/30/2008
178901
Check for Erosion Control FRO ($390.00) EXPRESS
JAN 302008
NC ®ENR
I ransmitted as cMeGKCd below:
x]
For approval
❑
Approved as noted
E1Re5ubmit
copies for approval
❑
For your use
❑
Approved as submitted
r-]5ubmit
copies for distribution
❑
As requested
❑
Returned for corrections
Return
corrected prints
❑
For review
❑
Other
Remarks:
Please find the above referenced materials for your use in reviewing the Ready Mixed Concrete Plant.
In Bayboro. Thank you for working with u5 on this 5ubmlttal.
Copy to: file
5ignec:
Tolson, P.E.
If enclosures are not as noted, kindly notify u5 at once. C:(Documents and SettingstScottV)esktop107-059-1-hardison-01-30-08