SW6140304_HISTORICAL FILE_20140303

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW&,�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEjG(�Z�
J
YYYYMMDD

Application Completeness Review
c✓ First Submittal ❑ fie -submittal
Development/Project Name: "ThE
Receiving stream name 5-1,rr�,
3W/ By Bill Diuguid
River Basin: Cyl por )—
F
ost-construction requirements, a program will be deemed compliant for the areas where it is
ementingany of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
,Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
agement Strategy.
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): IJ/t
Latitude and Longitude: / �3 9,y A) — j? O6 /3. 72 ui Jurisdiction KaFp�l �+oKr
Project Address: ROAD
Engineer name and firm: ,eg y Al6-6Z s
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? GKYes or No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets igh Density ❑ Other
❑ 01/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
UA3��
Check for S505.00 included
r(Oj4''gginal signature (not photocopy) on application
m/Cegal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
in udes the name, title, mailing address and phone number of the person signing the letter.
sK Copy of property deed showing ownership or control
R� r subdivided projects, a signed and notarized deed restriction statement
Sealed, signed & dated calculations
a�Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
1
❑ Bioretention ❑ Rooftop Runoff Management
❑ Dry Detention Basin ❑ Sand Filter
❑ Filter Strip -% fO 5Wmwater Wetland
❑ Grass Swale \' �� % I:i'Wet Detention Basin
❑ Infiltration Basin i�` ❑ Low Density
❑ Infiltration Trench ❑ Curb Outlet
❑ Level Spreader ❑ Off -Site
❑ Permeable Pavement �° ❑ NCDOT Linear Road
❑ Restored Riparian Buffer
d/ Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
,,,Narrative Description of stormwater management provided
is report, geotech information provided
etlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
/adjacent property
3 Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;,,
41� Dimensions & slopes provided
Or age areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
April 26, 2013 Revision, Bill Diuguid

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NC ONEMAP DATA EXPLORER
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Hoke County 12-01-20D4
NORTH CAROLINA
Real Estate
Excise Tax $720.OD
BK:00646 PG:0262
FILED
HOKE COUNTY
.ONNIE DUDLEY
REGISTER OF DEEDS
FILED Dec 01, 2004
AT 10:09:02 am
BOOK 00646
START PAGE 0262
END PAGE 0265
INSTRUMENT # 13594
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:720.00
Parcel Identification No.: 9466-00-01-061, 9466-00-01-060 Verified by Hoke County
By:
Mail/Box to: The Real Estate Law Firm. PO Drawer $3515, Fayetteville, NC 28305
This instrument was prepared by: The Real Estate Law Firm File#513044S
Brief description for the Index: 3452 Johnson Mill Road, Raeford, NC 28376
THIS DEED made this 29th day of November, 2004 by and between
Howard A. McDougald and wife, Isabelle R. McDougald
HCC Investments,
� t
3077 N. Main Street
Hope Mills, NC 2834&T 16 2014
i
'I"he designation Grantor and Grantee as used herein shall include said parties, their heirs,
include singular, plural, masculine, feminine or neuter as required by context.
shall
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 the City of Raeford, McLauchlin Township, Hoke County, North Carolina and more
particularly described as follows:
BEING located in Hoke County, North Carolina, and as shown on Exhibit "A" & "B" attached hereto.
Property Address: 3452 Johnson Mill Road, Raeford, NC 28376
Parcel Identification No.: 9466-00-01-061, 9466-00-01-060
The property hereinabove described was acquired by Grantor by instrument recorded in Book 216 Page 468 & Book 120, Page
551.
A map showing the above described property was acquired by Grantor by instrument recorded in Plat Book 7 Page 84.
Certificate of Approval for Recording
I hereby certify that this transaction
hereon has been found to comply with the
Subdivision Regulations of the County of
Hoke, North Carolina, and that this has
been approved for recording in the Office
of the Register of Deeds of Hoke County,
A �olt 10V1WtM
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9646
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BK:O0646 PG:0263
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 the 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 claim of all persons whomsoever, other than the following exceptions:
Restrictions, easements and Rights -of -way of Record. Ad -valorem taxes not yet due and payable.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first written.
Aluhla a,2 (SEAL)
(Entity Name) Howard A. McDougaill
By: t44� .Q t (Qp�rQ (SEAL)
Title: Isabelle R. McDougald
By. (SEAL)
Title:
By. (SEAL)
Title:
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:��♦gti A. O State of North Carolina County of Cumberland
Vr Na� �ti X 1, the undersigned Notary Public of Cumberland County, State of North Carolina certify that,
+•� b Howard A. McDouguld and Isabelle R. McDougald personally appcared before this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
GG ? Witness my hand and Notarial stamp or seal, h 41a of Na a •q 20tW.
♦ My Commission Expires: 1229R008 r
'',,��i��„Ir)QI„'�6",,�♦♦,♦ ] Christy R S kland, Notary Public
State of North Carolina County of
1, the undersigned Notary Public of Cumberland County, State of North Carolina, certify that
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personally came before me this day
and acknowledged that _he is the of
U a North Carolina _ corporation/limited liability company/general partnership/limited
3 partnership (strike through the inapplicable), and that by authority duly given and as the act of
m each entity, _he signed the forgoing instrument in its name on its behalf as its act and deed.
y Witness my hand and Notarial stamp or seal this day of J _.
My Commission Expires:
Notary Public
State of North Carolina County of
z
C X 1, the undersigned Notary Public of Cumberland County, State of North Carolina, certify that
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Witness my hand and Notarial stamp or seal this_, day of04
,
M
m My Commission Expires:
Notary Public
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The foregoing Certificates) of r l I )aa(l is/are certified to be correct.
This instrument and this certificate are duly registe at the date and time and the Book and Page shown on the first page hereof.
/ /A.i.. , d / Register of Deeds for J��CP COUNTY

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BK:00646 PG:0264
Exhibit "A"
HOKE COUNTY, NORTH CAROLINA
BEGINNING at a point in the southeastern margin of
State Road.No. 1409, said point being the following
,courses and distances from the point of intersection
of said State Road No. 1409, and the centerline of State
Road No.'1417; North 50 degrees 05 minutes East 1620.87
--feet; South 48 degrees 48 minutes East 30.15 feet; North
49 degrees 03 minutes East 209.00 feet to the point and
place of BEGINNING, said point also being the northern
most corner of Howard McDougald Property as recorded in
Deed Book 120, Page 551, Hoke County Registry; and running
thence with the southeastern margin of Said State Road No.
1409, North 49 degrees 03 minutes East 674.86 feet to a
point in the southwestern margin of Laton Property as
recorded in Deed Book 1319 Page 1, Hoke County Registry; .
and running thence with the southwestern margin of said
Laton Property, South 48 degrees 23 minutes 30 seconds
East 1327.51 feet to an existing concrete right of way
monument; thence South 41 degrees,35 minutes West 862.95
feet to the western most point of Laton Property as recorded
in Deed Book 128, Page 560, Hoke County Registry, said point
also being an existing iron pipe; thence with the northeast
margin .of Brock Property as recorded in Deed Book 69, Page
512, Hoke County Registry, North 48 degrees 48 minutes West
1015.07 feet to the southern most corner -of said Howard.
McDougald Property as recorded in Deed Book 120, Page 551
Hoke County Registry; thence with the margin of said Howard
McDougald Property, the following courses and distances:
North 40 degrees' 22 minutes East 103.00 feet; North 53
degrees.38 minutes West 104.00 feet; North 46 degrees
07 minutes East'109.00 feet; North 48 degrees 38 minutes
West 303.00 feet to the point and place of BEGINNING, and
containing 25.90 acres, more or less.
Deed Reference: Deed Book 69, Page 12, Hoke County Registry.
Lot No. 1, being what.:is known, as the ,Whi.te Place, and is
Lot'No. 1 as shown in.Map Book 7 , Page 84 of the
Hoke County Public REgistry to which reference.is also made.

Ib46
3265
BK:00646 PG_0265
EXHIBIT "B"
Situate, lying and being about 8 miles east from the Town of Raeford, and about 1 mile southwest
from the, Wayside Service Station located on Highway # 401, and BEGINNING at an; iron stake on the
south side of the Highway leading from the Marshall Newton Residence to Highway # 401 near
Wayside, the said state being 30 feet from the center of said Highway, W.M. Brock's Northeast
Corner, and runs thence with the Brock line along the edge of the woods South 48 degrees and 10
minutes East 431 feet to an iron stake; thence North 41 degrees East 103 feet to a large oak near the
edge of McDougald's Pond; thence North 53 degrees West 104 feet to a stake; thence crossing the run
of a branch, North 46 degrees and 45 minutes East 109 feet to a stake at the edge of woods and field;
thence as the edge of the field North 48 degrees West 303 feet to a stake in the edge of the Right -of -
Way of the Paved Road; thence along the edge of said Road, or Highway, South 50 degrees and
20minutes West 209 feet to the beginning corner. Containing 1.64 acres, more or less, and being a
part taken from that 35 acre tract of land conveyed to D.A. McDougald by J.L. McNeill, Trustee, by
Deed dated March 101",1937 and recorded in Book 69 at Page 12 of Hoke County Registry.

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LIMITED LIABILITY COMPANY ANNUAL REPORT
4L�1F
NAME OF LIMITED LIABILITY COMPANY: HCC.INVESTMENTS, L.L.C.
SECRETARY OF STATE ID NUMBER: 0417544 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2014
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: JACKIE HAIRR
2: SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
3077 N. Main Street, Suite 201
Hope Mills, NC 28348-1735 Cumberland
Filing Office Use Only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: General Contractor
3077 N. Main Street, Suite 201
Hope Mills, NC 28348-1735
OCT 1 6 2014
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
3077 N. Main Street, Suite 201
Hope Mills, NC 28348-1735 Cumberland
5. PRINCIPAL OFFICE MAILING ADDRESS
3077 N. Main Street, Suite 201
Hope Mills, NC 28348-1735
SECTION C: COMPANY OFFICIALSIORGANIZERS (Enter additional Company Officials/Organizers in Section E.)
NAME: Judy Hairr NAME: Jackie Hairr NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS:
3077 North Main Street
Hope Mills, NC 28348
ADDRESS:
3077 North Main Street
Hope Mills, NC 28348
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business entity.
SIGNATURE
Form must be signed by a Company Official/Organizer listed under Section C of this farm.
Print or Type Name of Company Official/Organizer
SUBMIT-THIS.ANNUAL REPORT WITH THE -REQUIRED FILING FEE OF $200
MAIL TO: Secretary of Stale, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525
DATE
TITLE
111111111111111111111111

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Southeastern Soil & Environmental Associates, Inc.
P.U. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
November 18, 2013
Mr. Jeffrey Nobles, PE
Larry King & Associates, RLS, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 28305
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for proposed stormwater retention area, Commons at Bridgeport Subdivision,
Johnson Mill Road, Hoke County, North Carolina
Dear Mr. Nobles,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The pwpose of the investigation was to
determine soil water table depths (SHWT) based on soil profiles. In addition, Ksat was to
be provided at a depth 2.0 feet above the SHWT elevation for use with stormwater
retention basin design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations Approach for,Measuring Hydraulic Conductivity." This consists of advancing
a small diameter bore hole to a predetermined depth (typically 2 feet above SHWT). At
this depth, a constant head (pressure) was established and maintained. Flow
measurements were made at timed intervals after flow stabilized.
Soils at the proposed basin site are most similar to the Norfolk soil series (see attached
boring log). Three borings were advanced to 10.00 feet. Seasonal High Water Table
(SHWT) as determined by evidence of colors of chroma 2 or less (and/or concentrations
of high redox mottles) was encountered at depths ranging from 48 to 65 inches below the
ground surface (see chart attached). - —
r,r_C;'_I'Jt(1
OCT 1 6 2014
SOIL/SITE EVALUAI ION • SOIL PHYSICAL ANALYSIS • LAND U3E13UDDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGEIMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Three compact constant head penneameter (CCHP) tests were conducted at depths of
2.00 feet above the SI-IWT level. The measured Ksat rates ranged between 0.130 and
0.225 cm/hr (equivalent to 0.051 to 0.088 inches/hour).
The attached map shows locations of the sample points as well as Ksat locations.
It should be noted that the reported SHWT does not necessarily reflect the elevation of
static groundwater (due to variations in groundwater recharge rates, annual rainfall,
drought conditions, etc.).
The data presented in this report are limited by a number of considerations. The primary
consideration is that soil formations can be highly variable. The soils found on this site
can be subject to inclusions of other soil types, perched water, artesian conditions and/or
layers of undulating low permeability clay seams. These and other soil conditions can
have an affect on the steady state of' groundwater flow. To the extent possible, we have
identified the soil types that will impact the flow of groundwater, and have provided a
professional opinion as to the depth of SHWT.
1 trust this is the information you require at this time.
Sincerely,
Mike Eaker �G
NC Licensed Soil Scientist #1030 A�
CPA
iSSOIL
P ,cL D,

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mikeQsoutheaslernsoil.com
SHWT and Observed Water Depths, Commons at Bridgeport
Subdivision, Johnson Mill Road, Hoke County, NC
BORING SHWT DEPT SI-IWT DEPT GROUND ELEVATION OBSERVED WATER LEVEL
inches msl - feet msl - feet msl - feet
1 65.0
238.05
2 48.0
238.45
3 61.0
236.92
243.47
none
242.45
none
242.00
none
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DHAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike 0 southeasternsoil.com
Measured Ksat Rates, Commons at Bridgeport, Johnson Mill Road,
Hoke County, NC
Ksat
Ksat
Location
Depth in
cm/hr
in/hr
1
41
0.225
0.088
2
24
0.166
0.065
3
37
0.130
0.05.1.
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS - LAND USE/SUDDIVISION PLANNING • WCTLANOS
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION R DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike southeasternsoil.com
Typical Profile Description for Commons at Bridgeport Subdivision, Johnson Mill Road,
lloke County, North Carolina
This map unit consists of well drained soils on uplands. These soils formed in loamy marine
sediments. Slopes range from 0 to 2 percent.
Ap - 0 to 13 inches; brown, (I OYR 4/3) loamy sand; weak fine granular structure; very friable;
many fine roots; abrupt smooth boundary.
E - 13 to 17 inches; light yellowish brown (2.5 Y 6/4) loamy sand; weak fine granular structure;
very friable; few small roots; abrupt smooth boundary.
Btl - 17 to 26 inches; yellowish brown (I OYR 5/8) sandy clay loam; weak tine subangular
blocky structure; friable; slightly sticky, slightly plastic; clay coating and bridging of sand grains;
many fine roots; abrupt smooth boundary.
Bt2 - 26 to 50 inches; yellowish brown (10YR 5/8) sandy clay loam; few medium prominent
yellowish red (5YR 5/8) mottles; weak tine subangular blocky structure; firm; sticky, plastic; few
thin clay films on faces of peds and pores; common fine roots; gradual wavy boundary..
BC - 50 to 61 inches; yellowish brown (I OYR 5/8) sandy clay loam; common coarse prominent
yellowish red (5YR 5/8) and pale brown (I OYR 6/3) mottles; massive; firm; gradual wavy
boundary.
Cl - 61 to 89 inches, yellowish brown (10YR 5/8) sandy clay loam; many medium prominent
light gray (1 OYR 7/2) and red (2.5YR 4/8) mottles; massive; firm; clear smooth boundary.
C2 - 89 to 120 inches; gray (I OYR 6/1) sandy clay loam; many medium prominent red (2.5YR
4/8) and yellowish brown (I OYR 5/6) mottles; massive structure; firm.
SHWT @ 65 inches below ground surface in boring 1 (I OYR 7/2)
SHWT @ 48 inches below ground surface in boring I (I OYR 7/2)
SHWT @ 61 inches below ground surface in boring 1 (I OYR 7/2)
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGElMOUNDING - SURFACE/SUBSUR FACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box
1333 Morganton Road, Suite 201 � D
Fayetteville, North Carolina 28305 fv1.4R $ P. [phone] F. [phone] 2014
www.LKandA.com
DENR- WATER DUALITY
MANDSAW ST6i&i;ATERWANCft
TRANSMITTAL
o; Bradley Bennett
Company:
NC Div. of Energy, Mineral and Land
Resources
512 N. Salisbury Street
Address:
9h Floor
Re:
The Commons at Bridgeport
Raleigh, NC 27604
Date:
i02-27-2014
CC:
We are
OVERNIGHT
PICKUP AT OUR
sendingVia:
❑
HAND DELIVERY
DELIVERY
CI
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❑
OFFICE
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❑
DRAWINURVEY G S
ElPLOT
PLAN(S)
❑
CHANGE ORDER
❑
The following:
PRELIMINARY
FINAL
❑
CONCEPTUAL
0
CONSTRUCTION
❑
CONSTRUCTION
El
OTHER
DRAWING(S)
DRAWINGS
DRAWING(S)
Foryour:
a
REVIEW
❑
COMMENTS
❑
SIGNATURE
OTHER
COPIES
DATE
NO.
DESCRIPTION
2
Set of Construction Drawings
1
SMP Application Form
1
Net Detention BAsin Supplement
1
Deed Restrictions & Protective Covenances
1
or orate Documentation
1
Property Deed
1
D&M Agreement
1
u ortin Calculations
1
oils Ma
1
heck for $505 for review fees
Notes:
OCT 1 6 2014
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