SW6110702_HISTORICAL FILE_20110906

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

North Carolina
Beverly Eaves Perdue
Governor
Mr. Jarrod E. Hilliard, PE, CFM
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southern Pines, NC 28387
Dear Mr. Hilliard:
M
UINC®ENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
September 1, 2011
Natural Resources
Dee Freeman
RECEIVEDSecretary .
P 0 6 2011
V_ !I i i EVILLE REGIONAL OFF,.
Subject: Request for Additional Information
Stormwater Project No. SW6110808
Wedgefield Subdivision Phase III
Hoke County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on August 29, 2011. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
l . The Flow within the pond shall not short-circuit the pond. The current design is short-circuiting the
pond. Please revise.
2. The average pool depth of the pond is 9 feet. A very deep wet detention basin can become thermally
stratified and/or anoxic and release pollutants back into the water. An average pool depth of 3 feet to
7.5 feet is recommended as optimal. Please consider revising the average pool depth.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 16, 2011, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
�Z
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files
Wetlands and Ston ,water Branch
1617 Mail Service Center, Raleigh, North Caro0a 27699 1617
L nation: 512 N. Sriisbury F Raleigh, North C rorna 2 ;04
Pone: 919-807-6 i0�. FAX i19-807-6494� C ¢loner f<;rvice: 1-877-625 5748
Inernet www.ncv. eterquality. erg
A, ;-qua[ Opportucil: V Affrmabvc %ction Emp[over
One
N�/Ae ah C��ayyrrrr�yo ll i n a
(/ ► 9ZtKblB!!C�

North Carolina
Beverly Eaves Perdue
Governor
Mr. Thomas K. Goodwin, PE
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southem Pines, NC 28387
Dear Mr. Goodwin:
®ENR—FP
('
,—t
N�l`/q
d®IENR
Department of Environment and Natural Resources
!A 6. J L f
Division of Water Quality
�n�
Coleen H. Sullins
Director
Dee Freeman
Secretary
August 25, 2011
Subject: Request for Additional Information
Stormwater Project No. SW6110702.
Wedgefield Subdivision Phase III
Hoke County
The Division of Water Quality Central Office received addition information for a Stormwater Management Permit
Application for the subject project on July 26, 2011. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Please clearly indicate which lots drain to the proposed Wet Detention Basin and which lots go to an
existing BMP from a previous phase. Information on the existing BMP is needed in order to show the
BMP can accommodate the additional built upon area.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 9, 2011, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Z_5-�
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: w .nmaterquahty.org
An Equal opportunity 1 Affrmative Action Employer
None
rthCarolina
Naturally

North Carolina
Beverly Eaves Perdue
Governor
Mr. Thomas K. Goodwin, PE
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southern Pines, NC 28387
Dear Mr. Goodwin:
r
NC® NR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
July 14, 2011
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6110702
Wedgefield Subdivision Phase III
Hoke County
JUL 16 2011
�i O
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on July 6, 2011. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Please provide calculations for the drawdown of the wet detention basin.
2. Please show the drainage easement and public right of way (ROW) on plans of the entire site
as stated on the Supplement Form- III. Required Items Checklist under number 1.
3. The surface areas provided on the supplement form and on the plans (C-7 and D-6) do not
seem to match. Please revise these values to match.
4. The SHWT is about 4 feet lower than the proposed permanent pool elevation. It is
recommended the SHWT is approximately the permanent pool elevation. Please provide
information or calculations that demonstrate the wet detention basin will hold water as
designed.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 29, 2011, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the
date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 A(<rmatvc Action Employer
NorthCarolina
Natu1'Qt�l,�

SW6100902- Wedgefield
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: <Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files

AUG 2 9 2011
North Carolina
Beverly Eaves Perdue
Governor
Mr. Thomas K. Goodwin, PE
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southern Pines, NC 28387
Dear Mr. Goodwin:
�CDENR
Department of Environment and Natural
Division of Water Quality
Coleen H. Sullins
Director
August 25, 2011
Resources
Subject: Request for Additional Information
Stormwater Project No. SW6110702
Wedgefield Subdivision Phase III
Hoke County
Dee Freeman
Secretary
The Division of Water Quality Central Office received addition information for a Stormwater Management Permit
Application for the subject project on July 26, 2011. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Please clearly indicate which lots drain to the proposed Wet Detention Basin and which lots go to an
existing BMP from a previous phase. Information on the existing BMP is needed in order to show the
BMP can accommodate the additional built upon area. _ 31 e E rtel o se A �, _-ce^S
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 9, 2011, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
If you have any questions concerning this matter please feel free to call me at [phone].
cc: Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbuy Si. Raleigh, North Carolina 27604
Phone: 9IM07 63001 FAX: [phone] Customer Service: 1-877-U3-6748
Internet www,ncwaterquahry.org
An Equal Opporti,aity 1 Affirmative Action Empley.v
Sincerely,
"�� Z_3 -
Brian Lowther
Environmental Engineer
AUG 3 0 2011
DENR -WATER QUALM)
WETLANDS AND STQRMMlATER BFAILI
NorthCarolina
Naturally

July 26, 2011
NCDENR-Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Brian Lowther
Re: Wedgefield Subdivision Phase III
HUA Job #HC 1016
Dear Mr. Lowther,
Hobbs Upchurch Associates
FJ
engineeringPlanninc
) I surveying
AUG 1 2011
The following is in response to comments made by your office for the above named project and
our responses are as follows:
1. Please provide information about the lots draining to the previously permitted BMP. We
need to know the BUA allowed per lot and the total amount of BUA.
Sheet DA-2 has been revised and is submitted with the information about the BUA and
impervious calculations which drain into the previously permitted phase.
2. Please amend the stormwater narrative and any appropriate plan sheets to clearly convey
that 108 lots are draining to the new wet detention basin while 17 lots are being treated by a
previously permitted BMP.
The narrative has been revised and is submitted with the requested information. Sheet DA-2 has
this information as well and is submitted.
3. Please provide necessary information showing the previously permitted BMP can handle the
addition BUA and is permitted to do so.
The calculation sheet has been revised from the previously permitted area and shows that the
capacity of the BMP can handle the additional flow.
4. Please include a plan sheet that summarizes the stormwater going offsite in order to include
this in the other permit file.
Sheet DA-2 includes the area for Phase 1 permitted area adjusted to include the additional
drainage area.
If you should have any questions or concerns during your review, please do not hesitate to
contact this office.
, u_ . Lk�
Sincerely,
HOBBS, UPCHURCH AND ASSOCIATES, P.A.
Frank D. Wanko
Project Designer
T: 910.692.5616 1 F: 910.692.7342 1 300 SW BROAD STREET I SOUTHERN PINES, NC 28388
SUPERIOR PERFORMANCE THROUGH INNOVATIVE DESIGN

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Thomas K. Goodwin, PE
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southern Pines, NC 28387
Dear Mr. Goodwin:
Division of Water Quality
Coleen H. Sullins
Director
July 14, 2011
Subject: Request for Additional Information
Stormwater Project No. SW6110702
Wedgefield Subdivision Phase III
Hoke County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on July 6, 2011. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
I. Please provide calculations for the drawdown of the wet detention basin.
2. Please show the drainage easement and public right of way (ROW) on plans of the entire site
as stated on the Supplement Form- III. Required Items Checklist under number 1.
3. The surface areas provided on the supplement form and on the plans (C-7 and D-6) do not
seers to match. Please revise these values to match.
4. The SHWT is about 4 feet lower than the proposed permanent pool elevation. It is
recommended the SHWT is approximately the permanent pool elevation. Please provide
information or calculations that demonstrate the wet detention basin will hold water as
designed.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 29, 2011, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the boiiom of this letter. The request must indicate the
date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512. N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748
Internet. www.ncwaterquality.org
An Equal Opportunity 1 Affumative Action Employer
Nne
orthCarolina
Naturally

SW6100902- Wedgefield
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files

Hobbs Upchurch Associates
engineering I planning I surveying
July 19, 2011
NCDENR-Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Brian Lowther
Re: Wedgefield Subdivision Phase III
HUA Job #HC1016
Dear Mr. Lowther,
The following is in response to comments made by your office for the above named project and
our responses are as follows:
1. Please provide calculations for the drawdown of the wet detention basin.
Calculations enclosed, please see page 7 of the Basin Calculations, should be there.
2. Please show the drainage easement and public right of way (ROW) on plans of entire set.
Have added where needed on C-4 thru C-7
3. The surface areas provided on the supplement,form and on the plans (C-7 and D-6) do not
seem to match. Please revise these values to match.
Corrected the typo on C-7. The permanent pool surface area in the supplement is the permanent
pool of the forebay added to the permanent pool of the main pond.
4. The SHWT is about 4 feet lower that the proposed permanent pool elevation. It is
recommended the SHWT is approximately the permanent pool elevation. Please provide
information or calculations that denwnstrate the wet detention basin will hold water as designed.
Clarified on the phone that the note on C-7 states the action to be taken if the pond doesn't hold
the stormwater as designed.
If you should have any questions or concerns during your review, please do not hesitate to
contact this office.
Sincerely,
HOBBS, UPCHURCH AND ASSOCIATES, P.A.
Frank D. Wanko
Project Designer
T: 910.692.5616 1 F: 910.692.7342 1 300 SW BROAD STREET I SOUTHERN PINES, NC 28388 1 WWW.HOBBSUPCHURCH.COM
SUPERIOR PERFORMANCE THROUGH INNOVATIVE DESIGN

O UPCHURCH & ASSOC/AYES
CONSUL SULT/NG ENGINEERS
P.O. BOX 1737
300 SOUTH WEST BROAD STREET
SOUTHERN PINES, NORTH CAROLINA 28387
PHONE: [phone]
FAX: [phone]
To: NCDENR - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
The Following Item(s) :
LETTER OF TRANSMITTAL
Date: 7/19/201 I JJob No. HC1016
Attn. Brian Lowther
We are sending you:�V ���[
Attached
oUnder separate cover VIA JUL 2 5 2011
O Shop Drawings O Prints O Samples
o Copy of Letter Change Order O
o Specifications
Copies
Date
Project No.
Description
3
Revised Sheets
1
Drawdown Ofitice Cubes
I
Response Letter
These are Transmitted as Checked Below :
0 For Approval Approved as Submitted
O For Your Use o Approved as Noted
0 As Requested r-1 Returned for Corrections
O For Review and Comment O
Remarks: Brian,
Resubmit for Approval
0 Submit for Distribution
0 Return Corrected Prints
0 Prints Returned After Loan to Us
Thank you for the time and assistance in getting this project permitted.
Copy To: Signed: \ ` — -�) '(/`'
Frank Wanko, Project Designer

O UPCHURCH & ASSOC/ATF,S
CONSUL SULTLYG ENGINEERS
P.O. BOX 1737
300 SOUTH WEST BROAD STREET
SOUTHERN PINES, NORTH CAROLINA 28387
PHONE: [phone]
FAX: I-(910)-692-7342
To: NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
The Following Item(s) :
t.FTTFR OF TRANSMITTAL
Date: 6/30/2011 Job No. HC1016
Arm. Stormwater Permitting
Ref: Wed efield Subdivision Phase 3
Stormwater Pcrimitti
We are sending you :
�,-- Attached
O Under separate cover VIA
O Shop Drawings O Prints O Samples
O Copy of Letter O Change Order O
O Specifications
t No.
Description
Stormwater Permit Application with ices and copies
Restrictive Covenances and copies
BMP Supplement and O and M agreement
52N
Booklet containin general ermit re uired information
Booklet containin Wet Detention Basin Calculations and su ort does.
Sets of plans
These are Transmitted as Checked Below :
0 For Approval Approved as Submitted
O For Your Use 0 Approval as Noted
O As Requested O Returned for Corrections
O For Review and Comment CJ
Remarks:
O Resubmit
O Submit
0 Return
for Approval
for Distribution
Corrected Prints
F- Prints Returned After Loan to Us
Copy To: Signed: \' G/
Frank Wanko,

HJHOBBS, UPCF/URGE/ & ASSOC/AYES
CONSULTING ENGINEERS
P.O. BOX 1737
300 SOUTH WEST BROAD STREET
SOUTHERN PINES. NORTH CAROLINA 28387
PHONE: [phone]
FAX: [phone]
To: NCDENR I DWQ J Stormwater Permitting Unit
512 N. Salisbury St
Raleigh, NC 27604
The Following Item(s) :
LETTER OF TRANSMITTAL
Date: 9/1/2011 JJob No. HCHH6
Arm. Brian Lowther
Ref: WcdgefieldPhase 3
We are sending you
to Attached
O Under separate cover VIA
t� Shop Drawings O Prints O Samples
O Copy of Letter O Change Order O
t� Specifications
I ...e lv
i;- -N r-1 I
LIVIArMM
Pk
wIC-�MO
=AILVII�III�'
n
u�
These are Transmitted as Checked Below :
[ For Approval
t Approved as Submitted
0 Resubmit for Approval
O For Your Use
O Approved as Noted
O Submit for Distribution
(� As Requested
Returned for Corrections
O Return Corrected Prints
For Review and Comment 0
0 Prints Returned After Loan to Us
Remarks: Brian,
I received your email and made the additional revisions. Enclosed you will find the revised sheets and
Please let me know if you need any additional information.
Copy To: Signcd:,C��)
Frank Wanko, Project Designer

fi-i S=M S Sie�re.P + "CY` i^I �7FrF
Application Completeness Review
[a' First Submittal ❑ Re -submittal Date Received:? b n. Date Reviewed
Development/Project Name: t P rg triE PHAIC
Receiving stream name C r1 1. f gteT's Gli�F a Classit
River Basin: C-, PE rZhA. R A sr�/ PLLh a C'aaA
0(rA-&,) L- ,
7 9 (, By Bill Diuguid 14 !V
For post -construction requirements, a program will be deemed combliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 36 02 --74 03F eq J
Project Address: 34 At'7Z't A vv
Engineer name and firm: Thoe.srs /C Goo ctW;,y PE
r'flufle. I10—Cl7c �OrV �inau.
Is the project confirmed to be in the State MSI Stormw er Permit jurisdiction. es N
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets igh Densit ❑ Other
IVIA !a 401/404 impacts to surface waters, wetlands, and buffers (add language to cover le er an /or add info letter)
te- BUA V. 32. a/•
tY Check for $505.00 included
w" Original signature (not photocopy) on application
; Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name title mailing address and phone number of the person signing the letter.
r9 For subdivided projects, a signed and notarized deed restriction statement
[e//�ealed, signed & dated calculations
� Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
o Level Spreader
o Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑rmwater Wetland
et Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
aeJTwo sets of sealed, signed & dated layout & finish grading plans with appropriate details
V/ Narrative Description of stormwater management provided
i�m oils report provided
rum `d etlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or.
adjacent property
a,/ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
ae/Dimensions & slopes provided
rY/Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
eP operation and maintenance agreements provided
� Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

/) FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
P (/ SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this \�
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please typeor print and, if _Mmi
�y1%� the question is not applicable or the e-mail and/or fax information unavailable, place N/A ih the blank.).. ! f by
A_ art A.
J 1 ...
1. Project Name Wedgefield Subdivision, Phase:3
2. Location of land -disturbing activity: County Hoke City or Township McLauchlin
Highway/Street: Carolina Drive Latitude 35.0224 Longitude-79,0704
3. Approximate date land -disturbing activity will commence: November 2010
4. Purpose of development (residential, commercial, industrial, institutional, etc.):
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
original $2.340.00
Residential
original 35.57 Acres
added 2.63 Acres
6. Amount of fee enclosed: added 3x$65=$195.00. The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Carroll Thomas E-mail Address dloes(a�nc.rr.com
Telephone [phone] Cell# 910-476-6000 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Thomas Family Business, Inc. 910-864-0864 910-484-6800
Name Telephone Fax Number
605 S. Reilly Road 605 S. Reilly Road
Current Mailing Address Current Street Address
Fayetteville NC 28314 Fayetteville NC 28314
City State Zip City State Zip
10. Deed Book 918 Page No. 680, 334, 167 Provide a copy of the most current'deed qraeµ kLp'F y
Part B.
JuN z z zon
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a ((��A 9�
comprehensive list of all responsible parties on an attached sheet): DN7n Q
Thomas Family Business, Inc.
Name
605 S. Reilly Road
Current Mailing Address
Fayetteville NC 28314
City Slate Zip
[e-mail]
E-mail Address
605 S. Reilly Road
Current Street Address
Fayetteville NC 28314
city State Zip
Telephone , 910-864-0864 Fax Number 1 910-484-6800

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
Address
Current Street Address
City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person), I agree to provide
corrected information should there by any change in the information provided herein.
01_�rr•ol( I1nmCIA C�atne.T
Type or Print N 1 Title or Authority
Signatu Dale
I, `."�"lBS'l�rl N\C�ut{''�i e a Notary Public of the County of kActif e-
State of North Carolina, hereby certify that cG1ff•p\ \ r\1pifY��.s appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed b�vA11100/////
` `a
Witn4o and and notariAl � this day of Jl.l�Yl_A. 20 \
v o
Seal m Notary
///// g 1,100,4 My commision Expires c) - +�

WEDGEFIELD
WET DETENTION BASIN ORIFICE DRAWDOWN COMPUTATIONS
Oo = Co X A x (2xgxl-lj�
Where Ho H/3
and H=Temp Pool Elev.-Perm. Pool Elev+1/2 Orifice Diameter
Orifice Diameter: inches
Minimum Volume Required:
Temporary Pool Elevation Calculated MM 1266€3;1 1f ft-MSL
Permanent Pool Elevation Provided: KvaW f2541,ftMF ft-MSL
Co ;s0590, -
A: 0.049 sf
29: 64.400 fUS2
H: 1.175 ft
Ho: 0.392 ft
Oo: 0.145 cis
Dewalering Time: 3.354 days
(Min. Volume/Dewatering Rate)

HJ C O CONSULTING
U G FNGIN E &ASSOCIATES
CONSULT/NC F-NG/NEERS
P.O. BOX 1737
300 SOUTH WEST BROAD STREET
SOUTHERN PINES, NORTH CAROLINA 28387
PHONE: [phone]
FAX: [phone]
To: NCDENR -DWQ
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
The Following Item(s) :
LETTER OF TRANSMITTAL
Dale: 7/27/201 I lJob No. HC1016
Ann. Brian Lowther
Ref: Wed efield Subdivision Phase 3
Stormwater Permit
We are sending you
Attached
Under separate cover VIA
O Shop Drawings r—i Prints O Samples
O Copy of Letter O Change Order O
l� Specifications
Copies
Date
Project No.
Description
2
copies of revised sheet DA-2
I
Response Letter
I
Revised BUA Computations adding onion of Phase 3 to Phase I
I
Revised Phase I Wet Detention Pond C:des. Showing capacity
I
Revised Narrative
These are Transmitted as Checked Below :
O For Approval
O Approved as Submitted 0 Resubmit
for Approval
O For Your Use
O Approved as Noted O Submit
for Distribution
As Requested
Returned for Corrections 0 Return
Corrected ��
fro
O For Review and Comment O
—
Remarks:
O Prints Returned After Loan to Us I I AUG 12011
and the Wet Detention Pond talcs show that the Pond designed in Phase I has the capacity to fold
the additional flow.
The enclosed narrative describes the number of lots designed for the Phase 3 pond and that 17 lots are
being directed to the Phase I pond.

,; 1.:
fir` �- _ �4���
_;,; ,,t� ,.�

%zr.'i-kA_,/ +0 ?3)e1*U L-o4/44En
A_r+JCx S=M s S,Vr u P + CV_
3' First Submittal ❑ Re -submittal
Development/Project Name: jd/4LZ
Receiving stream name 5_1Y>
River Basin: CAPf
Application Completeness Review /
Date Received: b .. Date Reviewed: 7 , By Bill Diuguid''� �J
For post -construction requirements, a program will be deemed cbmpliant for the areas where it is
implementing any of the following programs: WS-I, WS-Il, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 35 p2 —79 04 ey-
Project Address: 3 X+'G R.G �„ A v✓ c
Engineer name and firm: 'rAa .wt jc_ Goa dw4, , PE
rllullC. 710_ u 7� �tdlte CIIIGII. T UOQV/y c �• M
Is the project confirmed to be in the State MSI Stormw er Permit jurisdiction. e
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets gh Densit ❑ Other
/�/�/� !— 401/404 impacts to surface waters, wetlands, and buffers (add language to cover le er an /or add info letter)
ual- BUA 31- 3Z %
q� Check for $505.00 included
o' Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/ihepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
For subdivided projects, a signed and notarized deed restriction statement
ealed, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ S�ormwater Wetland
et Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
e ,Narrative Description of stormwater management provided
m' ,Soils report provided
p/ Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or,
adjacent property
r.✓ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter:
w/�Dimensions & slopes provided
,Drainage areas delineated ❑ Pervious and impervious reported for each ElAreas of high density
e P operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments
A4ay 5, 2011 Revision, Bill Diuguid

JUL o 6 2u>> I

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
Post Office Box 1737
300 S.W. Broad Street
Southern Pines, NC 28388

Stormwater Permit Information
For
Wedgefield Subdivision Phase 3
Hoke County, North Carolina
Prepared by:
Hobbs, Upchurch & Associates, P.A.
300 S.W. Broad Street
Southern Pines, NC 28387
June, 2011

Table of Contents
Title
Stormwater Narrative
Current Deed
USGS Quad Map
Soils Report
Soil Borings Report
Corporation Documentation

WEDGEFIELD PHASE 3 — STORMWATER NARRATIVE
June, 2011
PURPOSE OF PROJECT:
The purpose of this project is to construct a single-family residential development including
streets with concrete curb and gutter, sidewalks on one side, water system, sewer system,
stormwater collection system, and stormwater treatment system. Roads within this development
are intended to be accepted and taken over by NCDOT and included in the state roadway system.
The total project site for this project is 40.81 acres. 125 single-family lots are proposed for the
development of which 108 lots are proposed to be treated in a wet pond designed for phase 3 and
the remaining 17 lots are proposed to be treated in a wet pond designed in phase 1 which is
contained in Permit No. SW6100902.
LOCATION OF PROJECT:
The project is located approximately 13 miles west of Fayetteville on Highway 401 (Raeford
Road/Fayetteville Road) The property is located between Colonial Charter Subdivision off
Colonial Drive and Wedgefield Phase I Subdivision off Wind Swept Street. Coordinates for the
property are Latitude: 35.0224, Longitude:-79.0704.
EXISTING TERRAIN/SOILS/HYDROLOGY:
The project lies within an semi -rolling terrain. Slopes average 1.0%-2.0% across the project.
Soils within the project area are mainly sandy with portions being a loam or loamy sand.
The closest receiving stream is Stewart's Creek which is part of the Cape Fear River Basin.
Stewart's Creek has a stream classification of `C' per the NCDENR-DWQ stream classifications
tables.
Stormwater runoff from the site is fairly low with good permeability of existing soils and good
existing vegetative cover.
STORMWATER REQUIRMENTS:
The project lies within a Phase 11 area of the NCDENR-DWQ stormwater management program.
A wet detention basin designed for 90% TSS is proposed for stormwater treatment for the
project. A total of 108 of the 125 lots with roads and sidewalks are to be treated by this wet
detention basin.
The remaining 17 lots with roads and sidewalks are to be treated by the existing wet detention
basin for Wedgefield Phase I under permit number SW6100902.
A minimum storage volume sufficient to retain the first I" of runoff is provided. Post -
development discharge will be limited to the 1-yr, 24-hour pre -development runoff rate.

0m,
0167
CemficaM If APOroval for Raecrdl
,19
•f eerdfy ptal thla tmnsac5c.
6.;ha% Men found to car;ply vfln Ntt
F
Hcz;, Norio agvla!icns of the Co.n:r of
't Caml!"a.... 1.4w 6EM nop;ot� 1, hac
of the r rccorein0 In tha Ctr1.a
Raga r a
�f1�ta c ,:ny
a
,a
BK:00918 PG:0167
9 FILED
HOKE COUNTY NC
ONNIE B. DUDLEY
RFr l';T R OF nF nS
FILED Oct 13, 2010
TIME 10:30:23 am
BOOK 00918
START PAGE 0167
END PAGE 0168
NORTH CAROLINA GENERAL WARRANTY DEED
INSTRUMENT# 06205
RECORDING $22.00
EXCISE TAX aLB $680.00
Excise Tax: $680.00
Parcel Identifier No. 49466-00-01-024 Verified by RK
Mail/Box to: WMFS, PO Box 126, Raeford, NC 28376
This instrument was prepared by: Regina Roberts Sutherland, Attorney
Brief description for the Index: 22.62 acre Crowley Slide 2-26 Map 7
THIS DEED made this Q__m day of October, 2010 by and between Inns Crowley Laird, unmarried, individually and
Irma Crowley Laird, Executrix of the estate of Flora Crowley, hereinafter called Grantor; and Thomas Family
Business, Inc, hereinafter called Gmntee.
WITNESSETH,
WHEREAS, Flora Crowley died on June 10, 2010, and the Last Will and Testament of Flom Crowley has been duty
probated and is recorded in the Office of the Clerk of Court of Hoke County. North Carolina, Estate File Number 10 E 143,
and the above named Executor has qualified as Executor of the Estate; and
WHEREAS, Article III of the Will devises the real property described below to Irma Crowley Laird; and
WHEREAS, the first notice to creditors was published on _, 2010 and the final account in the Estate has not yet
been approved; and
WHEREAS, The Executrix does hembyjoin in this Deed to evidence her consent to the sale of the real property
described below as required by N.C. Gen. Star. Section 28A-17-12;
NOW, THEREFORE, the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these present does grant, bargain, sell and convey unto the Grantee in fee simple all his right, title
and interest in and to that property located in Raeford Township, Hoke County, North Carolina, more particularly described
as follows:
Lying and being in McLauchlan Township, Hoke County, North Carolina and being all of that 22.62 acres shown on plat
entitled, "Mac Lloyd Crowley and wife, Flom S. Crowley' drawn by J. Gary Culp, dated March 1998 and recorded in Plat
Cabinet 2, Slide 2-26, Map 007, Hoke County Public Registry.
The above described property was acquired by Flom Crowley by deed recorded in Book 385 page 636, Hoke County
Registry.
This conveyance is made subject to easements, rights of way and restrictive covenants of record, if any, and pro -rated ad
valorem taxes for the current year.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid property and all privileges and appurtenances thereto belonging to it to the
Grantee, her heirs and assigns in fee simple.
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 exception stated above.
Title to the property hereinabove described is subject to the following exceptions:
I. 2010 Pro -rated Tues.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and
the singular shall include the plural and the masculine shall include the feminine or neuter as required by context.
NC nor Ms iaion Form No. 3 ® 1976. Revix 0 IA WO - --
Ported byAgrc ait with the NC Bu Assocuuoo ( APPROVIID POR RICGRDIgO
TAX SUPRRVISM

0334 AP WM FM RICORDINO
ICef!1!Pte of Apt fer R I hsreLy certify that this mer
is
he"eon hic as been farntl to nsactiong
Note orn Regulations of �F'y wi:h t%
Hoxe, North Car ' and � of
been n11 has
of the Regl o rGng in the Or'.ca
Couny
BK:00918 PG:0334
FILED
HOKE COUNTY NC
ONNIE B. DUDLEY
__RFQICTFR DF—�DFFly�
FILED Oct 13, 2010
TIME 03:58:38 pm
BOOK 00918
START PAGE 0334
END PAGE 0334
INSTRUMENT# 06245
RECORDING $19.00
EXCISE TAX ELB $190.00
! - - -.---
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $190,00
Parcel Identifier No. 49466-00-01.065 Verified by RK
MaAfBox to: WMFS, PO Box 126, Raeford, NC 28376
This instrument was prepared by: Regina Roberts Sutherland, Attorney
Brief description for the Index: Lot 2 Herman Crowley
THIS DEED made this _1h day of October, 2010 by and between
no � w,mnn
Joseph Crowley, unmarried
Malting Address:
107 Tyler'Ave
Woodlyn, PA 19094
Thomas Family Business, Inc.
P.O. Box 43036
Fayetteville, NC 19094 j&t0%
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, fltit)!lc 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
situaled in the Raeford Township, Hoke County, North Carolina and more particularly described as follows:
Lot #2ry-Herman Crowley Estate
BEGINNING at an iron stake in the southern line of the tract of which this is a part, said iron stake being S 850-53' E 464.06 feet;
thence N 8°-35' E 79.0 feet from the southwest comer from the tract of which this is a part; thence N 8°-35' E 627.56 feet to an
iron stake; thence S 77048' E 508.0 fat to an iron stake; thence S 7°42' W 466.6 feet to an iron stake in the southern line of the
tract of which this is a part, thence with said southern line S 84° 30' W 530.0 feet to the beginning, containing 6.42 acres more or
less, and being a portion of that par of Lot No. I of the Lam McDougald Crowley division of land allotted to Hemtan Crowley.
The property hereireabove describod was acquired by Grime, by instrument recorded in Book 216 page 09.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Gramme in fee simple.
And the Greater 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, other than the following exceptions:
1. 2010 Pro-mted taxes.
INWTSS WHEREOF, Ihelirantor h duly executed the foregoing as of the day and year first above written.
State of Va . County of
I certify that the following person(,) personally appeared before me this day, and 111 have personal knowledge of the identity
Of the principal(s); VI have seen satisfactory evidence of the principal's identity, by a current state or federal identification
with the principal's photograph in the form of a ;D C.-* f35ay .39 3 fl a credible witness has sworn to
the identity of the principal(,); each acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Jo It ow
MY COMMISSION EXPIRES:/(j
NOTARY PUBLIC
Amed Aswcielion I. No. 3 01976, Rwiud ® 1/IR010 Noht
=FaN
■ t q L
6r ^®�e•t viu, me NC B. nuocf.tiu, Ju
RRE COUNTYCMY MAR. 13, P013

0918
•&rrnteate of Appro`ial for Reeordli�/r ��
I hereby certify that this transaction
ith tlt�
hereon has Lean found to comply
Sundtv151tas Reguta:ions of the County of '
has
Hoke. North Ca,opna, and than this
^tlic*
been app,,ved for lecorrfng
pt the Register Deeds of Howe county.
��catDtteo'
R 1AR
% illRVtSOTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 49466-00-01-022 Verified by RK
MaWBox to: WMFS, PO Box 126, Raeford, NC 28376
This instrument was prepared by. Regina Roberts Sutherland, Attorney
Brief description for the Index: Lot 3 Herman Crowley
THIS DEED made this _0 day of October, 2010 by and between
r-D A A1T
William D. Jackson, and Wife
Brenda C. Jackson
Mailing Address:
3325 Cormell Drive
Fayetteville, NC 29306
BK:00918 PG:0680
FILED
HOKE COUNTY NC
ONNIE B. DUDLEY
FILED
Oct 15, 2010
TIME
01:28:04 pm
BOOK
00918
START PAGE
0680
END PAGE
0680
INSTRUMENT# 06309
RECORDING
$19.00
EXCISE TAX
$49.00
OBD
Thomas Family Business, Inc.
P.O. Box 43036
Fayetteville, NC 28309
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 es required by context.
WITNESSETH, that the Gtartun, 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, a'G interest in and to all that certain
lot or parcel of land situated in the Raeford Township, Hoke County, North Carolina and more particularly described as follows:
Lot #3 — Herman Crowley Estate
BEGINNING at an iron stake in the southern line of the tract of which this is a pan, said iron stake being S 85e-53' E 464.06 feet;
thence N 84e-30' E 609.0 fat from the southwest comer from the tract of which this is a part; thence N 7e42' E 466.6 feet to an
iron stake; thence S 77e48' E 858.48 feet from the eastern line of the tract of which this is a pan; thence with said eastern line S
17°-05' W 210.0 feet to an iron stake, the southeast comer of the tract of which this is a part; thence with said southern line of the
tract of which this is a part S 84e-30' W 843.360 feet to the beginning, containing 6.46 acres more or less, and being a portion of
that pan of Lot No. I of the Lam McDougald Crowley division of land allotted to Herman Crowley.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 216 page 11.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
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 Cramer 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 frce and clear of all encumbrances, and that Grantor will wannun and defend the title
against the lawful claims of all persons whomsoever, other than the following exceptions:
1. 2010 Pro-ratedtaxes.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year fast above written.
Zdc09fifrt- o3v (SEAL) rMa_w C Q n b (SEAja
William D. 7eckson Brenda C. lackson
I certify that the follow�y8 person(s) personally appeared before me this day, and ❑ 1 have personal knc
of the principal(s); B'1 klave seen satisfactoryevidence of the principal's identity, by s current state or fi
with the principal's photograph in the form of a A)LD L , 0 a credit
the identity of the prncipal(s); each acknowledging to me that he or she voluntarily signed the foregoing
propose stated therein and in the capacity indicated: William D. Jackson and Bmnda C. Jack
MY COMMISSION EXPIRES: 01 Tlery,
NOTARY PUBLIC-m,a.elTZ;
NC BrA Mw Fwa No. 3 O 1976, Revised OVartin
Rued by A®eemeet with dx NC Br Aewciadw
0(ap

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USDA
United States
-� —
Department of
Agriculture
o
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Hoke County,
North Carolina
December 8, 2010

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, orenhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http://soils.usda.gov/sqi/) and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center (http://offices.sc.egov.usda.gov/locator/app?
agency=nres) or your NRCS State Soil Scientist (http:/Isoils.usda.gov/contact/
state offices/).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey orwet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Hoke County, North Carolina..........................................................................12
CaB—Candor sand, 1 to 8 percent slopes..................................................12
NoA—Norfolk loamy sand, 0 to 2 percent slopes........................................12
WaB—Wagram loamy sand, 0 to 6 percent slopes.....................................13
References............................................................................................................15
4

How Soil Survevs Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil -vegetation -landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor. components in,a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil -landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field -observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.

Soil IVIa
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

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MAP LEGEND
Area of Intaraal (AOI)
O
Area of Interest (AOI)
sale
u
Soil Map Units
Special
Point Features
ll
Blowout
®
Borrow Pit
X
Clay Spot
Closed Depression
X
Gravel Pit
Gravelly Spot
®
Landfill
A
Lava Flow
,k,
Marsh or swamp
51!
Mine or Quarry
Oa
Miscellaneous Water
�i
Perennial Water
Rock Outcrop
}
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
3y
Slide or Slip
i
Sock: Spot
a
Spoil Area
Q
Stony Spot
Soil Map —Hoke County, North Carolina
Very Stony Spot
Wet Spot
Other
Special Line Features
Gully
Short Steep Slope
Other
Political Features
Cities
Water Features
. Oceans
Streams and Canals
Transportation
Rails
iy Interstate Highways
N US Routes
Major Roads
N Local Roads
MAP INFORMATION
Map Scale: 1:2,970 if printed on A size (8.5" • 11 ") sheet.
The soil surveys that comprise your AOI were mapped at 1:24,000
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http:// v bsoilsuNey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Hoke County, North Carolina
Survey Area Data: Version 8, Nov 2, 2007
Date(s) aerial images were photographed: 612212006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
�Natural Resources Web Soil Survey 1218/2010
Conservation Service National Cooperative Soil Survey Page 2 of 3

Custom Soil Resource Report
Map Unit Legend
Hoke County, North Carolina (NC093) 4
Map unit Symbol `
'Map UNtName
�" Acres'in A01
>Percent of ACiI
CaB
Candor sand, 1 to 8 percent slopes
19.2
53.9
NoA
Norlolk I'o y sand, 0 to 2 percent
0.05'r0.1°h
slopes
Wa8
Wagram loamy sand, 0 to 6 percent
16.4
46.1%
slopes
Totals for Area of Interest
35.6
100.0
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
10

Custom Soil Resource Report
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

Custom Soil Resource Report
Hoke County, North Carolina
CaB—Candor sand, 1 to 8 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period; 210 to 265 daysa• = * -
Map Unit Composition
Candor and similar soils: 80 percent
Description of Candor
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy and loamy marine deposits and/or eolian sands
Properties and qualities
Slope: 1 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat excessively drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Very low (about 2.9 inches)
Interpretive groups
Land capability (nonirrigated): 4s
Typical profile
0 to 8 inches: Sand
8 to 26 inches: Sand
26 to 38 inches: Loamy sand
38 to 62 inches: Sand
62 to 80 inches: Sandy clay loam
NoA—Norfolk loamy sand, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature. 59 to 70 degrees F
Frost -free period. 210 to 265 days
12

Custom Soil Resource Report
Map Unit Composition
Norfolk and similar soils: 85 percent
Minor components: 5 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
q Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of pending: None
Available water capacity. Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 1
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Minor Components
Rains, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
WaB—Wagram loamy sand, 0 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
13

Custom Soil Resource Report
Frost -free period: 210 to 265 days
Map Unit Composition
Wagram and similar soils: 80 percent
Minor components: 5 percent
Description of Wagram
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces .. ,.
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of pending: None
Available water capacity: Moderate (about 6.7 inches)
Interpretive groups
Land capability (nonirrigated): 2s
Typical profile
0 to 8 inches: Loamy sand
8 to 24 inches: Loamy sand
24 to 75 inches: Sandy clay loam
75 to 83 inches: Sandy loam
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Johnston, undrained
Percent of map unit 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
14

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://soils.usda.gov/
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://soils.usda.govl
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987, Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.giti.nres.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://soils.usda.gov/
15

Custom Soil Resource Report
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
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16

Geotechnical Engineering services
Construction Material Testing
Civil Quality Control
November 23, 2010
Thomas Family Business Inc
PO Box 43036
Fayetteville, North Carolina 28309
Attention: Mr. Carroll Thomas
RE: Summary of Observations and Testing
Wedgefield — Phase 11 & III
Raeford, North Carolina
KAM Project No. 10-0272
Gentlemen:
As requested, representatives of KAM Engineering Services, P.C. were present on November 19 and 22,
2010 to perform field testing within the approximate alignments of prospective future infiltration basins
at this site. The test locations were provided to us by Mr. Carroll Thomas of Thomas Family Business
Inc, during a project meeting on October 16, 2010. The intent of our testing was to determine the
subsurface drainage capacity of the soils at the proposed basin elevation, to determine the soil profile in
the upper 10 feet, and to determine the depth to seasonal high ground water table.
In order to determine the consistency of the profile of the underlying soils, hand auger borings were
advanced at the test site. The hand augers were advanced to a depth of 10 feet below the ground surface
at locations B-1 through B4 as identified on the attached site plan, and temporary piezometers were
installed to determine the elevation of the Seasonal High Groundwater Table (SHGT). Representative
samples of these materials were obtained for testing in our laboratory. At boring locations B-1, B-2 and
B-4 the soils in the upper 7 feet consist generally of orange & tan silty or clayey sand (USCS SC & SM)
with higher clay contents from 7 to 10 feet. At boring location B-3, the soils in the upper 7 feet consist
of tan slightly silty fine to medium sand (USCS SP-SM). Below a depth of 7 feet, the soils become silty
sand (USCS SM) with a significantly higher fines content. After a period of 72 hours, the piezometers
were dry with no signs of groundwater. Therefore based upon the soils encountered in the hand auger
boring, and the lack of evidence of groundwater, it is our opinion that the SHGT will not be encountered
In order to determine the drainage rate of the subsurface soils, Compact Constant Head Permeameter
testing was performed. Our testing was performed in general accordance with Amoozegar, A. 1989, Soil
Science Society of American Journal. The intent of this testing was to determine the hydraulic
conductivity for the subsurface surface soils at approximately 36 inches below the existing grade. We
understand from Mr. Thomas that this is the proposed bottom of basin elevation. Upon stabilizing the
flow rates for the infiltration apparatus, the flow rates at locations B-1, B-2 and B4 stabilized to between
0.02 and 0.05 inches per hour. The flow rate at location B-3 stabilized to 4.9 inches per hour.
i, n tips mp Hivnch L"ad
4inc. Nri ib (aruhoa 'S 11 I
Thor.; r�l n)2n2-Y,'8i 1:.,, 0111,
www. KAM-Engineering.com

r ! M
Based upon the soils encountered in our soil test borings, the results of our laboratory testing, and the
results of our field-testing, it is our opinion that the subsurface soils at locations B-I, B-2 and B-4 will
not drain at a rate of 0.52 inches per hour. Therefore, if a basin is required at these locations, further
design will be necessary to facility water removal from within the structure to meet required
specifications. If you have any questions concerning this report, please do not hesitate to contact us.
Respectfully submitted,
KAM Engineering Services, P.C.
Brad Carlson
Project Manager
Enclosures Site Map
Soil Boring B-1, B-2, B-3, B-4
Infiltrometer Test Data CHP-I,
II i•;hr/id / Phu ,, 11 d /I/
('l;;mr¢, I iuruA81'swe." Ira
Kurt A. Miller, P.E.
Senior Geotechnical Engineer
CHP-2, CHP-3, CHP-4

Project No: 10-272
tl `A
Borehole Number: B-1
En Ineerin
g g
Project: Wedgefield, Phase II and III
Services
Client: Thomas Family Business, Inc. Enclosure:
610 Spring Branch Road
Dunn, North Carolina 28334
Site Location: Hoke County, North Carolina Engineer. K. Miller
Phone: [phone]
SUBSURFACE PROFILE
SAMPLE
SPT-399
Remarks
o
L
Description
-6
a
DCP Values
n
:S
6
0 5 15 25
0.0
Ground Surface
TOPSOIL
(approximately 4 inches)
NATURAL SOILS
1.0
Installed a temporary
Dark brown silty fine to medium SAND (SM)
piezometer at this location
Tan orange clayey SAND (SC)
to-10.0'.
2.0
3.0
4.0
5.0
6.0
Red silty SAND (SM)
7.0
White fine sandy CLAY (CL)
8.0
/
9.0
10.0
Groundwater not
End of Borehole
encountered during
drilling, nor after a period
11.0
of 72 hours.
12.0
Drilled By: KAM Engineering Hole Size: 3-1/2"
Drill Method: Hand Auger Borings Datum:
Drill Date: 11/19/2010 Sheet: 1 of 1

a
KA
Project No: 10-272
r e
Borehole Number: B-2
En ineerin
9 g
Project: Wedgefield, Phase 11 and III
Services
Client Thomas Family Business, Inc. Enclosure:
610 Spring Branch Road
Dunn, North Carolina 28334
Site Location: Hoke County, North Carolina Engineer. K. Miller
Phone: [phone]
SUBSURFACE PROFILE
SAMPLE
SPT-399
Remarks
g
t
Description
-6
n
DCP Values
n
p
E
rn
E
rn
0 5 15 25
11 I 1 t I
0.0
Ground Surface
TOPSOIL
sf:..
(approximately 6 inches)
NATURAL SOILS
1.0
Installed a temporary
Dark brown silty fine to medium SAND (SM)
piezometer at this location
Tan clayey SAND (SC)
to -10.0"
2.0
3.0
q 0
Orange tan clayey SAND (SC)
5.0
6.0
Light gray fine sandy CLAY (CL)
7.0
8.0
Orange tan silty SAND (SM)
i+4F
Tan silty SAND (SM) with less fines than
90-
above
l:
10.0
Groundwater not
End of Borehole
encountered during
drilling, nor after a period
11.0
of 72 hours.
12.0
Drilled By: KAM Engineering Hole Size: 3-1/2"
Drill Method: Hand Auger Borings Datum:
Drill Date: 11/19/2010 Sheet: 1 of 1

a a
M
Project No: 10-272
Borehole Number: B-3
Engineering
Project Wedgefield, Phase II and III
Services
Client- Thomas Family Business, Inc. Enclosure:
610 Spring Branch Road
Dunn, North Carolina 28334
Site Location: Hoke County, North Carolina Engineer. K. Miller
Phone: [phone]
SUBSURFACE PROFILE
SAMPLE
SPT-399
Remarks
o
Description
o
o
W
a
DCP Values
n
o
E
rn
E
to
0 5 15 25
5
0.0
Ground Surface
NATURAL SOILS
t- .-b
41
Tan slightly silty fine to medium SAND (SP-
i
1.0
SM))?;
ttiE<
Installed a temporary
piezometer at this location
to-10.0'.
2.0
t+xa
k
7,
3.0
4.0
5.0
i'ff�E
6.0�
f
7.0
Oange tan silty SAND (SM)
8.0
9.0
10.0
Groundwater not
End of Borehole
encountered during
drilling, nor after a period
JO
of 72 hours.
Drilled By: KAM Engineering Hole Size: 3-1/2"
Drill Method: Hand Auger Borings Datum:
Drill Date: 11/19/2010 Sheet: 1 of 1

Project No: 10-272
Project: Wedgefield, Phase II and III
Client Thomas Family Business, Inc.
Borehole Number: B-4
Enclosure:
Site Location: Hoke County, North Carolina Engineer. K. Miller
A` %
Engineering
Services
610 Spring Branch Road
Dunn, North Carolina 28334
Phone: [phone]
SUBSURFACE PROFILE SAMPLE
SPT-399
Remarks
a
t
Description a
a
DCP Values
o
o
E
E
0 5 15 25
rn
�
0.0
Ground Surface
TOPSOIL
(approximately 3 inches)
1.0
NATURAL SOILS
Installed a temporary
Dark brown silty fine to medium SAND (SM)
piezometer at this location
Tan orange clayey SAND (SC)
to-10.0'.
2.0
3.0
4.0
Gray clayey SAND (SC)
5.0
Orange tan clayey SAND (SC)
6.0
7.0
Gray clayey SAND (SC)
8.0
9.0
10.0
Groundwater not
End of Borehole
encountered during
drilling, nor after a period
11.0
of 72 hours.
12.0
Drilled By: KAM Engineering Hole Size: 3-1/2"
Drill Method: Hand Auger Borings Datum:
Drill Date: 11/19/2010 Sheet: 1 of 1

i
Project Name:
Wedgefield -Phase 11 & 111
Project Number:
10-0272
Client Name:
Thomas Family Business Im
Report Number:
1 of
Technician:
B. Carlson / S. Brunette
Date:
11/192010
7
Test Constants
Liquid Used: tap water Depth of Water Table: N/A Water Temp ( OF): 55 OF
Test Location: At Boring # 1 Total Negative Constant Head: 42 inches
Constants:
.
Capacity psettin
Li uidContainers
J
Rate cm'/era
Sight Tube i
IL
l On
20.000
Storage Tube.
51,
2 On
105.000
Flow rate used:
20
Hole Diameter:
2.375
inches
Start Saturation:
8:45
Water Head:
7.75
inches
Hole Radius: 1.188 Hole Depth: 43.75 inches
F
Date
Time
Elapsed
Time (bra)
, A- I Total
Flow Readings
Flow Rate
in
Naturated
. Conductivity
-
Remarks: Weather wnditions,.etc.
Readin
Tube
Flow
Flow
em"
K'°'n/tir
1
S
11/19
09:15
0.83
0.83
41.0
20
150
11.03
0.05
clear, sunny, 60s
E
II/19
10:05
33.5
2
S
11/19
10:05
1.43
2.26
33.5
20
254
10.84
0.05
E
11/19
11:31
20,8
3
S
II/19
11:31
0.80
3.06
20.8
20
136
10.37
0.05
E
I I/I9
12:19
14.0
4
S
I I/19
12:19
0.50
3.56
KO
20
86
10.50
0.05
E
Il/19
12:49
9,7
5
SE
6
S
E
7
S
E
8
S
E
9
SE
10
SE
II
S
E
12
S
E
13
S
E
14
S
E
IS
E
Stabilized K„t'n/hr
0.05

to
Project Name: Wedgefield - Phase H & III Project Number:
Client Name: Thomas Family Business In, Report Number:
Technician: B. Carlson / S. Brunette Date:
10-0272
2 of 3
11/19/2010
Test Constants
Liquid Used: tap water Depth of Water Table: N/A Water Temp (OF): 65 OF
Test Location: At Boring #2 Total Negative Constant Head: 42 inches
Constants. Li uid Containers Flow rate used: 20 Hole Diameter: 2.375 inches
Capacity
settin
Rate cm'/cm
Sight
Tube
I L
I On
20.000
Start Saturation: 12:00 Water Head: 9.5 inches
Storage Tube
SL
2 On
105.000
Hole Radius: 1.188 Hole Depth: 44.5 inches
Test Data
c -
p..
Date
Time
Elapsed
Time (hrs)
4 "� Total
Flow Readings
.Saturatea
-.
Flow Rate
in'/hr
Conductivity
Remarks: Weather conditions; etc.
ReadingFlow
Tube
Flow
cm'
K°tl rnArr
1
S
11/19
13:10
0.33
0.33
26.2
20
32
5.92
0.02
clear, sunny, 70s
E
11/19
13:30
24.6
2
S
11/19
13:30
0.33
0.66
24.6
20
30
5.55
0.02
E
II/19
13:50
23.1
3
S
11/19
13:50
0.33
0.991
23.1
20
30
5.55
0.02
E
II/19
14:10
21.6
4
S
Il/I9
14:10
0.38
1.37
21.6
20
36
5.78
0.02
E
I I/19
14:33
I9.8
5
S
E
6
S
E
7
S
E
8
S
E
9
S
E
101
II
S
E
121
E
131
E
14
S
E
IS
S
E
Stabilized Kyat ra/hr
O•02

KAM
a
Project Name: Wedgefield - Phase II & Ill Project Number:
Client Name: Thomas Family Business In( Report Number:
Technician: B. Carlson / S. Brunette Date:
10-0272
3 of 3
11/19/2010
Test Constants
Liquid Used: tap water Depth of Water Table: N/A Water Temp (OF): 65 OF
Test Location: At Boring #3 Total Negative Constant Head: 42 inches
Constants:
Capacit3i
Liquid Containers
setting
Rate cm,/cm'
Sight Tube -
I L
1 On
20.000
Storage Tube
5L
2 On
105.000
Flow rate used:
20
Hole Diameter:
2.375
inches
Start Saturation:
12:00
Water Bead:
7.5
inches
Hole Radius: 1.188 Hole Depth: 43.75 inches
Test Data
t=
Date
-
Time
Elapsed
Time (hrs)
A I Tota_ 1
Flow Readings: "
Total Flow
id/Iv .
Saturatea
Conductivity
- -
Remarks: Weather conditions, etc.
Readin
Tube
Flow
Flow
cm'
-
'K'° tnthr
1
S
11/19
15:15
0.017
0.02
30.4
105
157.5
575.52
2.75
clear, sunny, 70s
E
I1/19
15:16
28.9
2
S
11/19
15:16
0.017
0.03
28.9
105
325.5
1189.41
5.68
E
II/19
15:17
25.8
3
S
11/19
15:17
0.017
0.05
25.8
105
273
997.57
4.77
E
11/19
15:18
23.2
4
S
11/19
15:18
0.017
0.07
232
105
283.5
1035.94
4.95
E
11/19
15:19
20.5
5
S
11/19
15:19
0.017
0.08
20.5
105
294
1074.31
5.13
E
11/19
15:20
17.7
6
S
11/19
15:20
0.017
0.10
IT7
105
283.5
1035.94
4.95
lEl
11/19
15:21
15.0
7
S
II/19
15:21
0.017
0.121
15.0
105
273
997.57
4.77
E
11/19
15221
12.4
8
S
lI/19
15:22
0.017
0.13
12.4
105
273
997.57
4.77
E
11/19
15:23
9.8
9
S1
11/19
15:23
0.017
0.15
9.8
105
283.5
1035.94
4.95
El
11/19
15:241
7.1
10
S
E
11
S
E
12
S
E
13
S
E
14
S
E
15
S
F
Stabilized Ksat in/hr
4.90

4
Project Name: Wedgefield -Phase 11 & Ill Project Number: 10-0272
Client Name: Thomas Family Business In( _ Report Number: 1
of I
Technician: S. Brunette Date: 11/222010
Test Constants
Liquid Used: tap water Depth of Water Table: N/A Water Temp ( OF): 65 OF
Test Location: At Boring #4 Total Negative Constant Head: 42 inches
Constants..
Capacity
Liquid Containers
setting
Rate cm,/cm
Sight Tube.
IL
I On
20.000
Storage Tube
5L
2 On
105.000
Flow rate used:
20
Hole Diameter:
2.375
inches
Start Saturation:
8:15
Water Head:
9.75
inches
Hole Radius: 1.188 Hole Depth: 43.5 inches
-Saturated..
Date
Time
Elapsed
Time (hrs)
4 I Total
Flow Readings
Total Flow
ire/hr
Conductivity
Remarks: Weather conditions:ctc.
Reading
Tube
Flow
Flow
cm'
K.in/hr
S
1122
08:27
0.167
0.17
39.4
105
21
7.69
0.025
clear, sunny, 50s
E
11/22
08:37
39.2
2
S
11/22
08:37
0.167
0.33
39.2
105
21
7.69
0.025
E
11/22
08:47
39.0
3
S
1122
08:47
0.167
0.50
39.0
105
21
7.69
0.025
E
1122
08:57
38.8
4
S
II/22108:57
0.167
0.67
38.8
105
21
7.69
0.025
E
1122
09:07
38.6
5
S
11/22
09:07
0.167
0.83
38.6
105
21
7.69
0.025
E
11/22
09:17
38.4
6
S
1122
09:17
0.167
1.00
38.4
105
21
7.69
0.025
E
11/22
09:27
38.2
7
S
E
8
S
E
9
S
E
10
S
E
II
S
E
12
S
E
13
S
E
14
S
E
IS
E
Stabilized K.t in/h,.
0.025

North Carolina Secretary of State
http: //ww w. secretary.state.nc. us/corporati ons/Corp.aspx?P itenild=4697606
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 6/21/2011
Click here to:
View Document Filings I Sign
Up for E-Notifications I
JPrint apre-populated Annual Report Form I File an Annual Report
Corporation Names
Name
Name Type
NC THOMAS FAMILY
BUSINESS, INC.
LEGAL
Business Corporation Information
SOSID:
0147121
Status:
Current -Active
Effective Date:
9/30/1980
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
THOMAS, RAYMOND CARROLL
Office Address:
605 S REILLY RD
FAYETTEVILLE NC 28314
Mailing Address:
PO BOX 43036
FAYETTEVILLE INC 28309-0000
Principal Office
Office Address:
605 S REILLY RD
FAYETTEVILLE NC 28314
Mailing Address:
PO BOX 43036
FAYETTEVILLE INC 28309-0000
Officers
Title:
PRESIDENT
Name:
RAYMOND CARROLL THOMAS
Business Address:
PO BOX 43036
FAYETTEVILLE INC 28309-0000
Stock
of 2
6/21/2011 2:48 PM

North Carolina Secretary of State htip://www.secretary.state.nc.us/corporations/Corp.aspx?Pilemld-4697606
Class Shares No Par Value Par Value
COMMON 100000 1
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