SW6100905_HISTORICAL FILE_20101018

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
(9'
YYYYMMDD
d

Southeastern Soil & Environmental Associates, Inc.
P.O. Scx W21
Fayerer� =2w11
PhMeVFtX MO) M-4W
EraB mAtoOamagll.Cbm
October 18, 2010
`sir. John Prcvette, M. PLS
Gooden R Associates. Inc,
1741' Cypress Lakes Road
Hope Mills, `C M4S
Re: Detailed wetland investigation, proposed wet detention basin, Colonial Landing, off
Constitution Drive, Hoke County, North Carotirla
Deis Tor. PrevctTe,
A %%viland investigation has been conducted for a portion of the above referenced
property. The purMse of the LmTstigation was to determine the existence and extent of
areas that exhibit the characteristics ofjurisdiczional wetlands under Section 404 of the
Cleart Water Act in relation to the proposed wet detention basin. All wetland
determinations and delineations uvre made in accordance with the 1987 US Army Corps
of Engineers Wedend Delineation ;Manual.
7`ne aria in question is an uplz;A depression that contain. no hydro hh3lic ti-egetation or
wedaud hydralo>n.__I._t is.mxnrofksional opinion_ that this a u� omDosed for the wet
detention 1)i,.in dqe, not contain -,Avtla ,"
1 trust this is the ctformatior
S�y,
i\ft'ae Eaker
Prudent
SOIUSr7E EVALUATION • S= PHYSICAL AXALYSIS • LAND USESI.WNtSION XA.NXNG
GROU)MWATER ORAPULG WOUNDING • SURFACUSUSSWvACS WASTE TREATIC 'fr SYSTEMS. EVALUATION a OC=N

0890
0387
BK:00890 PG:0387
Excise Tax: S280,00
FILED
HOKE COUNTY NC
ONNIE B. DUDLEY
FILED
Feb 17, 2010
TIME
11:08:22 am
BOOK
00890
START PAGE
0387
END PAGE
0389
INSTRUMENT#
00811
NORTH CAROLINA GENERAL WARRANTY DEED RECORDING
$305.00
EXCISE TAX
$280.00
cph
Paul Identifier No 4-9467-04-01-012 Verified by County on the _ day of 20_
By:
MaiVBox to: L. Holden Ream Reaves & Reaves. PLLC PO Box 53197 Fayetteville NC 28305
This instrument was prepared by: L Holden Reaves Eau. [Title Inmpance with Tryon Title Raleigh NCl
Brief description for the Index: 11 Acres Liberty Court
THIS DEED made this le day of Febmary, 2010, by and between
UN L WHITE, widowed
280 Michelin Ln.
Raeford, NC 28376
Enter in appropriate block fa each party: name•
G&G LAND DEVELOPMENT, INC.,
a North Carolina Corporation
5011 Cumberlmrd Road
Fayetteville, NC 28306
character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shell include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, fm a valuable consideration paid by the Grantee, the receipt ofwhich is herebyaclmowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fa simple, all that certain lot or pain of land situated in or
near the Town of BaefoN, in Hoke County, North Carolina and more particularly described as follows:
See legal description attached hereto as Exhibit A and incorpoated herein by reference.
The property heremabove described was acquired by Grantor by instrument recorded in Book 707. Pace 708.
lYftlBCWA Of Itplporal 10r Netmang
hereon tws twee fMlnd t0 COMPIV wllh fIN
$urdi:r.ier. •<x::10�•iOni ::' ,hr /mniv Of
NPpn ;,.pv... J':J .nJl Iris fda
.:.:n a;`.:: d for :eccWlrg It, :n:..,.Ike
01 dwi{¢R!ttor U :i` it H!!Ax (i%lY•
APPROVt® PM RECORDI`—
1 ti - TAX SUM VIAMM
A map showing the above described property is recorded in [see plat reference in legal description above].
NC Bar Association Forth No. 3 O 1976, Revised O 1977, 2002
Printed by Agreement with the NC Bar Association - 1981

0890 -- BK:00890.PG:0388
03881tAVE AND TO HOLD the aforesaid lot or parcel of lend and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is scimd 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 Granter will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions: easements, restrictions, covenants and conditions of
record, if my, and taxes for the year 2010 and thereafter, which are not yet due and payable.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
i SEAL)
(Entity Name) TIN 1. WNIT .
Tide:
of
I,p......
�pSP.Ry U
;�NDI,,.•,•
�eau)nr .the undersigned Notary Public of the County and State aforesaid, certify that Un 1.
White persrndlyapp before meNhisdayand acknowledged the dueexecutionofthe foregoing insmmrcntforthepullxsesthemin
expressed. Won Ex ii hand d omrial sump or sad this J��"day of Pggyr t _ , 20(
My Commission Expires- Q
nunq.. otary Public
��� cx
Sate of North Carolina - County of ..6 51.
Carolina corporation/limited liability company7gi
authority duty given and as the aG of such entif.
Wit ass my hand and Notarial stamp or seal,"
uy Public of the County and Stale aforesaid, certify that
at he is the of a North
rarmership (strike through the inapplicable), and that by
instrument in its name on its behalf as its act and deed.
My Commission Expires:
Notary Public
Sate of North Carolina- County of
I, the undersigned Not" Public oftheCom yand State aforesaid, cerrifythat
Witness my hand and Notarial stamp or seal, this _ day of, 20_.
My Conmissim Expires:
Notary Public
TheforegoingCofficate(s)of Ware
certified in be comrecc This instrument and this certificate are duty registered a the date and time and in the Book and Page shown on the
fart page hereof.
Register of Deeds for County
By: Deputy/Assistad - Register of Deeds
NC BarAssociation Form No. 3 01976, Revised O 1977, 2002
Printed by Agreement with the NC Bar Association - 1981

0890 Exhibit
O38J BK.0O89O PG:0389_-
Lying and being in McLaughlin Township, Hoke County, North Carolina and being mom particularly described as follows:
That certain parcel or tract of land lying and being about TA miles northeast ofthe Town of Raeford, about 4 miles northwest
of Rockfish, Bounded on the West by McDougald; on the South by Crowley; on the east by Carl E. Turley and other lands of
J.H. Wright et a1 and more particularly described as follows to wit:
Beginning at an existing iron pin, the Southwest corner of the original tact of which this is a part and thence as the west line
of the original tract, North 26 degrees 20 minutes East 570.51 fat to an iron stake; thence North 75 degrees 20 minutes
952.99 feet Southeast; thence South 14 degrees 40 minutes East 400.56 feet to an iron stake in the south line of the original
uact; thence as the south line of the original tract South 75 degrees 20 minutes West 1327.16 feet to the BEGINNING,
containing I acres, more or less and being a portion of that tract of land described in Deed Book 179, Page 17 Hoke County
Registry.
NC Bar Association Form No. 3 O 1976, Revised O 1977, 2002
Printed by Agmement with the NC Bar Association - 1981

;;;apr;02 05 09:12p Greg M Caulder 93061819E
State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
INCLUDING ARTICLES OF CONVERSION
SOSID: 0726976
Date Filed: 4/4/2005 2:04:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200509100379
pursuant to §55-2-02 and § 55-11 A-03 of the General Statutes of North Carolina, the undersigned converting busine—
entity does hereby submit these Articles of Incorporstion Including Articles of Conversion for the purpose of forming a
business corporation.
The name of the resulting corporation is G&G Land Development. Inc.
The corporation is being formed pursuant to a conversion of another business entity.
The name of the converting business entity is Ckc, I and 0—elopmenr I I t
and the organization and internal affairs of the convening business entity are governed by the laws of the state or
country of US A plan of conversion has been approved by the converting business entity as
required by law.
The converting business entity is a (check one):
❑ foreign corporation
® domestic limited liability company
❑ foreign limited liability company
❑ domestic limited partnership
❑ foreign limited partnership
❑ domestic registered limited liability partnership
foreign limited liability partnership
ther partnership as defined in G.S. 59-36, whether or not forted under the laws of North Carolina
4. The number of shares the corporation is authorized to issue is: 100
These shares shall be: (check either a or b)
a. `� all of one class, designated as common stock; or
b. ❑ divided into classes or series within a class as provided in the attached schedule,
with the information required by N.C.G.S. Section 55-6-01.
The street address and county of the initial registered office of the corporation is:
Number and Street 382s Ana,., i
City Lumberton State
Zip Colic 28360 County Robeson
6. The mailing address, ifdifferent from the street address, of the initial registered office is:
Number and Street
City
State Zip Code County
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0672
(Revised January 2002) (Form B-01 A)

r9pr`62 05 09:12p Greg M Caulder 91061819GG p.5
7. The name of the initial registered agent is: Gvgocy M Caulder
8. Principal office information: (Select either a or h.)
a. ® The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street'4R2" Abby Iane
City Lumberton State NC Zip Code 28360 County Robeson
The mailing address, ifdii ferent from the street address, or the principal office of the corporation is:
Number and Street
City
State Zip Code County
b. ❑ The corporation does not have a principal office.
9. Any other provisions, which the corporation elects to include, are attached.
10. The name and address of each incorporator is as follows:
Gregory M. Caulder — 3825 Abby Lane Lumberton, NC 28360
11. These articles will be effective upon filing, unless a date and/or time is specified:
This the I day of -Agpr-J-- 200 5
Signature ORATOR
Type or Print Name and Title
NOTES:
1. Filing fee is $125. This document must be Ned with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALF.IGH, NC 27626-0622
(Revised January 2002) (Form B-0 t A)

Southeastern Soil & Environmental dissociates, Inc.
P.O. flax %121
FayarovBb, NC 28311
PhonWFax 4s1101 822-4540
Small mikg£'6ol:rhpnsmYrot.;hm
Atr91 rst 25. 2010
A4at John .Prevette, UT, PL.S
Goodin & AS,*Ciales, 1rc,
17,* Cy'htess Lal CS Road
ll0l:e Milk, NC 2S34S
Re: Hydraulic. conditmivity (permeability) anal};.is & se.:lSonal water table determination
(SIPAg') for slornmmter retention sr'eas, Colonial Landing Subdivision, I lobe Cotnnv.
Trortll Carolina
pe7r'Mr. 11mvctte
An e,--duation Of soil properiae and hVdraillik C*Ilductivfty (ksat) has been conducted at
vote' request on !Fie. 3f0remlentionetl property. The ramose oFthe inv1cSIivation Was to
determine soil water table drabs, hi addition. Ksat was to be provided at warying depths
for arse with storm+ti•awr retention pond design.
Santrated hydraulic conducli ity oftheunsaturated zone was nlemw%wS in a Similar
mct11ud as described in the Soil Science Society of America Journal, Vol, S'r no 5r Scpt. -
Oct. 1969, "A Constant Permeameler For Mcamiring Saturated Hydrauk ConeuctNity- of
the Vadose. Zone' and Comparison of tile. Glover Solution «rich the SimulI%treous
Equations Approach furAMeasuring Hydraulic Conductivilk "
Soils at this site are most similar to the Rains soil series (see attached boring IGfz). Two
bor'nui were advanced to i 0 feet. Seasonal Flielt 1\'ater Table (S[fiP7) a, deternrhred by
C"riftllee Of C010r5 of chrome 2 or less (and/or comcena'ations of high retln, metties) t%as
encountered at the ground surface (e-") in both bolinfs (free ;eater was noted a 76 inches
from tho soil surface. during th(, diy oFtestinv).
TWO c01111Wt constant head perltleanuKcr (C.CRP) test, .,Nwc conducted at depths oF3,0
and 6.0 feet. l"lie two Ksat mcasurements in the 131 horizon averaged 2.08 cm+hr (0.82
inf ht.).
SCIVUrE EVALUATIONI • SOIL PHYSICAL ANALYSIS • U1ND USSISU3DIVISIJN FUNNN'Nu
CP.OU�D4VAl EN 0GAINAGEiMOUNDING • SMIFA MUSSUArACE WASTE T1EA:Y.=_'tT SYST7-J*. EVALt,M104 L DEWN

Tice atmdcd map Shows locations of sampie points as weli as Ksat locations. Thr
attached chan provido a list or mcasu:ed rates at the pond location.
I mist ttti> is the information you rcluire at this time,
Sincerci.v,
]4ikc Eiker
President
0 \ 4"r
,k.

I
•�....�—.�. .. �. �.. .a �.. v.ru •.•+�-_..v-.i a ia.xv vr.rrvv' •nl�
P.O. Box 9321
r�F�yona f 91,D 822.4540
Pnone'Fa>, (sto7 azz-aseq
Emnl rt,HR¢tlwfiCpalc:n�.�C.Cpm
4 �
Z: —
JA { f• y Yx h
• Boring & Ksat Locations - Colonial Landing Subdivision
j Hoke County, NC
US Slate FI3nv ISM
Sege 1:5,A}3
C01.O4LAL.55K
I±aLi Cerckra 3:03
N�
i t
NAG t�3iCervaj
�—,
(:P$ OnlhOna _r'Cntr;
4'9 Sti%e, Feet
f, •�i�i�tR'Er».
f,
SOI SITE EVALUA,1GM • SOIL PHYSICAL ANALYSIS - LVAD U:>w fe;piL7$ tTJ PLAM)fING
GHO17N0'NATER OAANAG&MOUNOtNG • SUFIFA.0E15U88URrACE WASIM TPEMIOVT SvSTP—M& EVALUATION A CESF3N

Southeastern Soil & Environmento-1 Associates, Inc.
P.O. Box 9:.21
FaYMOVI;e. 00 289'. 1
Phone.Tu (910) $22-540
Email Hke0soulnoastermoil.om
Nsat for Colonial Landing Subdivision, Hoke County NC
Ksat KSat
Location Depth (in cmfhr Lud/su. Ft
1 48 2.133 0.84
2 72 2.032 0.80
till►�1►� C'as UiICI f S� R�Y�IC�
Ci.�C�J,"!p V1.4TY R pR477AAE11.C?UlICol1G • 9UFFM10EI.=.IELSJFP4i E :•.tq�,TE TP�f�?4;:'^:' .ty�,rctdc. EVAi:.JATlptl 8 7=51G' 1

Sout eastern So -I & Environ_nental Associates, Inc.
P.O. Box 9321
FayaltBvRa, RC 28311
Ph"Fax (010) W2•40AC
Email mike0sautnmastemscil.cm
Typical Profile dcscripliou for Colonial landing Subdivision. SokC.Couuty. ANC
This map unit comtists of poorly drained soils Ihaf formed in loamv sedirnents on uplands.
Slope is less than 2 percent. Seasonal high water table (Sl-RYT) is at the sucacc.
A - 0 W, 10 inches: very dark gray (10YR 3/1) sandy loarn: weak finegranular stnichim
oety friable; cominon fine arid n;edium roots; abrapt smooth boundary.
Btul - 10 to 44 inches; gray (UJYR 6!1) sandy clay loam; few fiiw faint{mwaish vellow
(10YR 616), common nu diurn distinct wrong brown (7.5YR 5.•'S1, and few medium
prominent red i2.5 YR 4/S) niotde�; weak fine subangularblocky structure; friable;
gradual wavy boundaly.
Rt��2 - 44 to 54 inches; gray (iOYR 611) sandy clay loan:; few prominent red (2.5YR 418)
and brownish yellov: 0OYR 6161 mottles; wuk line subaneuiar block-• slruuure; friable,
gradual wavy beundaly.
Btg3 - 54 to 66 inches; urav (10\R 611) sandy clay (darn; weak fine subanstular blocky
stnte.ture; friable, emdual wavv boundary.
BCg - 66 to 73 inches; grav (l OYR WI) saw1v loam; weak nrediuln subanewar blocky
structure; very fiiabic_ frtdual nva%,y boundary.
CS - ; S to 130 inches; gray (10YR Fi 1) candy Win; f'ew fine streaks of stronv brown
(7.5YR 515); massive; yen- friable; few fine and medium pockets of sandy clay loam and
sand: feiv fine pebbles.
SHt'T `:0" (ground surface
lllil ���1 ' f11[ "11 1[�11>llY
GROUNDWATER DRAINAGUMOI NOING • SUnFACMUBSURFACE WASTE TKATM_NT SYSTEMS, EVALUATION & DESIGN

Gooden & Associates, Inc
Surveying, Planning, Mapping
NARRATIVE
OF
STORMWATER TREATMENT AND MANAGEMENT
AT
COLONIAL LANDING
Site Characteristics
1745 Cypress Lakcs Rd
Hope Mills, NC 28348
Phone: [phone]
FAX: [phone]
This neighborhood will be comprised of 18 single family lots along with sidewalks and
streets to serve those lots. The total subdivided area will be 10.8 acres which will yield a density of
1.7 units per acre. The built upon area for Colonial Landing will be 25.5%. This project will be
permitted as High Density.
The majority of runoff will be diverted via curb and cutter and pipe networks into the Wet
Detention Basin in the northwest corner of the development. However, two portions of the site
slope away from the basin.
The topography of the site which contains lots 5, 6, and 7 drains toward the east - away
from the basin. However, the buildable area of these lots will be graded to drain the impervious
surfaces back toward the street. The proposed contours for these lots are shown on the plan. A
portion of these lots will still drain away from the basin. However, this portion will contain no
impervious area.
Constitution Drive currently runs through the adjoining subdivision and stubs into this site.
Catch basins were installed at the end of the stubbed street at a low point. Constitution Drive will
be extended uphill into this site only far enough to reach the ain neighborhood street, Flag Drive.
This will drain a small portion of runoff away from thew ��� * basin and into the existing catch
basins. Constitution Drive will not be collecting runoff from lots as homes and driveways will face
Flag Drive.
Wet Detention Basin Characteristics
The basin was designed in accordance with the DENR BMP Manual. The basin will release
the treated runoff into an existing junction box. Complete draw -down of the permanent pool for
maintenance will be via pumps. Maintenance of the pond will be in accordance with the Operation
and Maintenance Agreement.
09219-Colonial Landing Page I o1' I