SW7110505_HISTORICAL FILE_20110713

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
Ja Z L9)
YYYYM M DD

Thorpe, Roger
From: roger Thorpe [[e-mail]
Sent: Wednesday, July 13, 2011 5:31 PM
To: Thorpe, Roger
Subject: Fw: Stormwater permit Application SW7110505 Family Dollar - Columbia
— Forwarded Message —
From: roger Thorpe <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: Wednesday, July 13, 2011 5:30 PM
Subject: Stormwater permit Application SW7110505 Family Dollar - Columbia
Marie
1 got your revised plans. The wet pond detail on page 3 of the second set of plans did not have the changes. The
first set of plans had been corrected. Please send me another copy of the revised page 3.
Thanks
Roger Thorpe
l

Thorpe, Roger
From: roger Thorpe [e-mail]]
Sent: Wednesday, July 06, 2011 3:50 PM
To: Thorpe, Roger
Subject: Fw: SW permit application SW7110505 Family Dollar - Columbia
— Forwarded Message —
From: roger Thorpe <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: Wednesday, July 6, 2011 3:48 PM
Subject: SW permit application SW7110505 Family Dollar - Columbia
Marie
This is Roger Thorpe with D WQ. This e-mail address looks funny because I am working at home today. I
thought that I would go ahead and send you a list of what I need to approve the stormwater permit for Family
Dollar - Columbia.
Please correct and submit within thirty days the following:
". The pond outlet is located too close to the inlets and will therefore cause short circuiting. You can move the
outlet to the West end of the pond or install some type of baffle system in the pond.
✓2. The elevation of the orifice must be the same as the permanent pool elevation (2.0).
r/3. The bottom of the forebay is shown on the plans as elevation 1.0 ft. I believe it should be -1.0 ft.
r/4. What is the length of the orifice pipe and how will it be supported? A piece of I inch PVC pipe will likely
sag or break if not supported.
{/5. The engineer's seal on the plans is not signed.
✓6. There are two plan pages labeled 6004 and no page C-003.
I only have one set of plans and I need two.
Thanks
Roger
TAfVO( T
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RECEO E
MAY 17 2011
ll' V'i1 F' R0
STORM WATER MANAGEMENT
PLAN
1len
Eastern Pride, Inc.
Family Dollar
Columbia, NC
7
{ BEAL
20212 =
�9FG'YOINEEQ'•'•����
7 /11
PREPARED BY:
PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTON, NC 27889
252.945.2983

I
n, �

Storm Water Management Plan
LOCATION:
This site is located on US 64 East in Columbia, Tyrell County, North Carolina. The site
is currently a residence with a single family dwelling as well as 2 barns.
DESCRIPTION:
The project will require demolition of all existing structures for the construction of the
new site. Fill material shall be brought onsite to meet the required grades to bring the
property above the 100 year flood elevation. The property is currently zoned I-lighway
Business and will not require a rezoning.
EXISTING DRAINAGE PATTERNS:
The property currently has one large drainage swale on the east side of the property. This
Swale was constructed during the widening of US Hwy 64 by NCDOT. A portion of the
lot drains into the existing swale. At the western end of the property there is another
existing field ditch which drains the rear of the lot toward a canal. This farm ditch in
addition to 2 other farm ditches drain the rear of the lot toward the north.
PROPOSED PROJECT:
This project will consist of stripping the site and grading the existing lot for construction
of the building facility. The existing residential structure and barns shall be removed.
Most of the drainage shall continue in the same way it had prior to construction however
since a large portion of the lot will be treated through a BMP wet pond some of the site
water may be directed to the farm ditch near the rear of the property.
Storm Water Management
Runoff from the site shall be treated through grass swales and into a wet pond to treat the
design storm event. It has been determined by the soils report the ground water table at
the time of drilling was approximately two foot below the existing ground or 3'. Since
we will need room for storage of the storm event above the SHWT we will build a berm
around the pond to capture the runoff from the site. The grading plan also requires
considerable amounts of fill to allow the site to sheet drain into the pond. The ponds
volume has been designed to treat the 1.5." rainfall, 2166 cf, and draw this volume down
as required by the regulations. This volume was calculated using the simple method and

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is included in the documents. Drawdown calculations have also been included using the
orifice equation. The actual storage volume of the pond is 11,201 cf which allows for
the post t yr 24 hr storm event to be controlled.
Design calculations have been provided for the average depth of pond using the equations
provided in the BMP manual. The coastal plains SA/DA chart was used under 85%
removal for determining the permanent pool surface area. The outflow will pass through
a grass swale prior to leaving the site for further treatment.
Since the lyr 24 hr event must be controlled the pre and post hydrographs have been
included in this narrative. The 1 yr predevelopment runoff is 0.07 cfs while the post
development run off is 0.10cfs. The drawdown pipe has been sized accordingly to allow
the drawdown of the water in 2 days while maintaining a flow rate of .01 efs which is
less than the predevelopment runoff flow. See the attached documentation for detail
calculations.
The overflow weir structure for the pond has been placed at an elevation to capture the
additional run off above the 1.5" volume. The overflow elevation is set to allow any
water above the 1.5" volume to bypass the system. This elevation is 3.5and it has been
designed also as an emergency spill way to outlet the 10yr event. All runoff which
outlets through the overflow will drain through a proposed grass swale and into a farm
ditch.

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Figure 10.2b
'Vegetation not shown d,,.: Average depth of permanent pool to use in the SAIDA tables 00
,,, Option 1: d=, = Vrr._ pal D AV = VOL PER POOL
Freeboard&hardened Apo�raol PE P OL
emergency overflow r rr 11 rr� 1 r 11 OPTI
not shown Option 2: dp,=I0.25x11+�"'' �J+LI _,W+AA'' fxI�IJ VOLPERM 0
"'ado slope stabilized L 11 As .. _Fm \ 2 % lAM ,n y J
per PEjudgment igetaAREA PERM POOL 0
Temporary pool Side slope
Perment .---- 3: -- --- ------ --
ottanom opoolf vegetated shelf , Forebay D AV = WDNI01 FT
Outlet above B
VegatatISide slopes
temporary pool Bottom of pond (Sediment shelf I USE FOR AVG DEPTH 3
•• clean -out top elevation) loft, lO:l I I —2:1 SAIDA= 4.58
Outlet orifice Sediment clean -out �"
bottom elevation^ Side slope I 1 DA= e;+t9t+S9'«`.35"��tF0.83 AC
�,• Foreba -Berm
SR
Sedima b forage.( in ) - OPT 2
A BOT SHELF 2978 SF
Distaae b twee D o of e�a�boftom ofpq d (c� lu'd"es`e�edvrie'ht) (R) A PERM POOL 5352 SF
Ac=trurfe area•at bin of shelf (inctuaes am - bnd & forebay()
_ ABOTT POND 519 SF
5urfaca+are t parmen atKPool (wcludee men. o d tL for$b`__y(s))1((t�
DAV = 3.33 FT
pit,}, : SUrfhcerarea,at,bottomo$poadex ludi se f ent�s�t�rae , mT onfl'oa1
.._ � r...a;�a mn.n od R ferebav(at: a elude8 aaaim ent):(Et;)_ DEPTH OF POND 6 FT

Run Off Calculations
Simple Method
Rv = 0.05+.0091
postdev
1= 47.70 %
Rv-- 0.4793
Volume to be Controlled
V = design rainfall x Rv x drainage area
DA 0.83 ac
Design Rainfall 1.5 in
Volume= 2166.1 cf
Note: Pond for new impervious area only.

Family Dollar Columbia
Pond Drawdown
Stung Calculations
Total Storage Volume 5000 cf
Temporary Pond Volume 2166 of
Days to Drawdown 2 days
Q = 0.012534722 cfs
Orfice Size for Pond Structure
a= 0.006376702
cd 0.6
h 0.5
q 1 0.012534722 cfs
r = 0.04505294
0.090 FT
1.081270571 IN
Say 1 INCH opening

Weir Report
Hydreflow Express Extension forAutoCAD® Civil 3DO 2009 by Autodesk. Inc.
Overflow Weir
Wednesday, May 11 ZU11
Rectangular Weir
"ty"11911m"
= 0.43
Crest = Broad
Depth (ft)
Q (cfs)
I
= 5.790
Bottom Length (ft) = 8.00
Total Depth (ft) = 0.50
Area (sqft)
= 3.41
Velocity (ft/s)
= 1.70
Calcu
Weir (
Comp
Knows
Depth (ft)
1.00
0.50
MCI
-0.50
)epth (ft)
1.00
M
EMS
-0.50
(ft)

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i Depth
Area
I %moc
WP Iyo
(ft)
(ds)
(sqft)
(ems)
(ft)
(ft)
0.10
0.084
0.130
0.66
1.63
0.01
0.20
0.304
0.320
0.95
2.26
0.06
i 0.30
0.675
0.570
1.18
2.90
0.13
0.40
1.220
0.880
1.39
3.53
0.20
0.50
1.963
1250
1.57
4.16
0.28
0.60
2-924
1.680
1.74
4.79
0.36
0.70
4.124
2.170
1.90
50.43
0.80
5.584
2.720
2.05
6.06
0.51
0.90
7.322
3.330
2.20
6.69
0.60
1.00
9.359
4.000
2.34
7.32
1 0.68
Hydraflow Express - Outlet Swale - 05/11/11 .,b I. .. - 1

Pond Report
Hydraflow Hydrographs Bdension for AutoCAD®Civi13D® 2009 byAutodeslc, tnr- v6.066
Tuesday, May 17, 2011
Pond No. 1
- detenntion pond Columbia
Pond Data
Contours - User -defined contour areas. Average end area method used for volume catmdation. Begining Elevation
= 2.00 It
Stage I Storage Table
Stage (ft)
Elevation (ft)
Contour area (sgft)
Incr. Storage (tuft) Total storage (tuft)
0.00
2.00
5,352
0 0
1.00
3.00
8,750
7,051 7,051
2.00
4.00
10,433
9,591 16,643
Culvert I Orifice Structures
Weir Structures
[A] [81
[C] [PrfRsrl
[A] [81
[C]
[D]
Rise (in)
= 2.00 0.00
0.00 0.00
Crest Len (ft) = 10.00 2�.00
0.00
0.00
Span (in)
= 2.00 0.00
0.00 0.00
Crest El. (ft) = 3.50 4.60
0.00
0.00
No. Barrels
= 1 0
0 0
Weir Coen. = 3.33 2.60
3.33
3.33
Invert El. (ft)
= 3.00 0.00
0.00 0.00
Weir Type = Red Broad
-
-
Length (ft)
= 1.00 0.00
0.00 0.00
Multi -Stage = Yes Yes
No
No
Slope (%)
= 0.10 0.00
0.00 n/a
N-Value
= .013 .013
.013 We
Oriflce Coeif.
= 0.60 0.60
0.60 0.60
Exfii.(in/hr) = 0.000 (by Contour)
Multistage
= Na No
No No
TW Elev. (f) = 0.00
Note: Culeerl/OMaf w lla ere enelyzae ante inlet ('rc) en0 Cruel (x) mmd. weirrises ds
Stage I Storage I
Discharge Table
Stage
Storage
Elevation ChrA
Chr B CIv C PrfRsr WrA
Wr B W
It
curt
R cle
cis Cfs cis cis
Cfs Ch
0.00
0
2.00 0.00
- - - 0.00
0.00 -
1.00
7,051
3.00 0.00
- - - 0.00
0.00 -
2.00
16,643
4.00 0.101C
- - - 0.00
0.00 -
ra aifce c ;tio u (ic) sn7 ttmnwgerra (s).
C Wr D ExRI User Total
efs Cis eft Cfs
0.000
0.000
- - 0.101

�i�� �M
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Awmar of MW IN PAGE 10
REVENUE SUMPS Met tL-Lu ao
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E(rv,
Mauafue., InzaWhelen
•e rr
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9.wity on,. aaaYM tsh. I)M:a l90ta
pteaen mum nor.provmiol aam.eiynoraaby axle.
R.iQdeeoiprm: tsW nKl°m°b�l'oe and ItaQaatt bam on us a
NORTH CAROLINA CENERM. WARRANTY DMD
Tle9 DSfA ..we a:tpm shy ofWcaewa, S00] 1ry..d uennca
MAY 172011
�,�VYI-" WARE
GRANTOR
GRANTisp
ul lubunl.M VWI71i.1R. wad t0.
u:I IPPpRNflNft (10[It tp,tl,C
WILMA 1, OWENS
A NaT famlma linah.n Iiat•:T
Post ollkc Box III
n bbmoy m Ilra
The dnhp inn f. n, ..A (wra.... �..w he.ei. rball IwetA ad o.ri.A Net. t.� a<ecaae.a. «a .utpn....l y.nl
iwrl.w awpyle., pbW,.sWw., ...wwe.s.nw>erey.:.cd b>oees.as.
sufTNC86CTra d.l 0w Gninx, for •.tr64 ssnvilarinhnl 9-10 by the rnt R - ine t=110 01 +hlth a hveby
acknwladrd. bu nd by lbm preamm dm Oml flapb, $4 WA convoy unto dv gtmoa In k< simple. all dat fd
ler nr p l of lend shlmrtd b Columbik To hip. TyltNl Co my. Nmh Caml"mp ad m pmlimbdv da 'W M
f01bw�
All thor certain lot or pled C(WA togeshu with ne'vepeo.emmu IW oon dMMkd in F.ehr'hit A alttwbod haclo
"d incorpwMW haem by mfe .
TO NAVE AND TO NOW Ibe efarmW tot a peal of bW MW all pri.ik pt. mW oppunonncee thereto belonging to Nr
Gratµca In fee simple.
The Geonloto epvwnt .•id. dIt ormnee urn Gmmaa rn soured of ;IRcrsel We premarc in tee simple, have IM right n.
r^'+"cy the nme m fee aimpta, mat 0tc tide b tna/felbbk abd free end ekm of all ttlrnmmanm, and des <inmma vrill
s•1ttan1 and drfawd the dlle egsiw the kwfbl dalms ofoll paamn udgvv0evq acept for the acepliuns hvein, okd,
9'Itk to dte Psstyerly NMI dtata@ad Is bill m dm fogwlne vrssnitme.a CX"09 furl .e "CCsn, , hor ifl ales .kNtw
I I'Rny, aothm to dm ore Offthed leltvesing the plopeny for 4mv%o&L

f

M( 10 PAGE 11
IN WIT NFSS WNEREOP the Ormta Am b"WA00//e O�*lr Ah�m& wl "" s lk day and ycw fin' RS"c.6am
��6do7n./jam. (SEAL)
_(SEAL)
STAYS OF NORTH CAROLINA
COt IN7Y OP TYRRELL
1. a Navy Public of Ilm afn id Sm<and CoOmy. 40 bac0y alflly Nn OEOROE GRIFFIN OwnNS. M. and
oik. WILMA ).OWENS. O� ipsyuvany apptmN bdfere m0 Nip dal' and ad mawkdgd tee =avion of die
knotoms d0eaoae,
Wlmcn my MOd and MI. Ihb fbe, i]� day of No mMer.2M.
(IAeAlesipntmc OfNoaryPablkl
OFPICIALSEAL
My eOkiJ wl is sRicN or OOpAnutl nRCM
Mymmmipabu vapvc 9 L 00'{
NORTH CAROLINA. 7YRRELL COUNTY
TNe f"Sm'g cea)Eoa(a)of otar4t.P.Ub1LCaf p,Are_m. NC
i./ve caadfkd m be a -- 7b'a enbpveat and drip cc lip m re duly r44" the dew eed time in m, ne
M. Fofle mWO an the Rni *f Dcc°df
Mclmie Amlwung Reglaer at DeWeoflyaellCmnry. 8Y: B"WAaobua Reg rnhde

OU 190 PAGE 12
Exhlbil A
Owens, Jr. to Scuppertlolg Otoup_ LLC
Tract One: Large Trott
sail Ow nrn.:n tw.•�t_ .++'I ..rtMr t,,:w ...t tiro t� r_u,�,�._ r....—•r.r. �•�_n
County. North C•erollne. which is bounded on the north by I IS Highway 64• on the south
and cast by Weyedmuser Corpomrion, on the west by Dozier. Tideland Mental Health
Bad I loekstall, and more particularly described as follows
Beginning at an exlsUng'/a inch imq re -bar mutated on the south line of the right of way
ofU.S. 64 in the center of a ditch which ... z; oho dividing l;nr k•toorn ttw lO W, herein
rnnuryrd w.<d tM.e of We3•erheOea+Cwrpnmion which om ahU,.n m a pla rarrrded in
Pltn Cnbawt C of Bide 21. TytrUl taogialry. avid plea acing incMPoialN liwdn by
rut Pr..nee, ..;d LsgaTng poi.. lyiry dual Uw oU..u.—wgtn Uf the righa of way OC V.:•.
64 Nonh 7e- dog 04 mat 13 sco WqI 35028 fen from at existing •/. Inen imn plat whiph
marks the northemt comer of the lands of Weycou dyer Corporation;
pwVlhhng mac m Wong da a Ivr Of the ditch South 05 dog 27 min 00. c E t 145525
feet 10 another existing %inch into m bar. this one being sitwamd in the center of another
ditch and lying 04 the north lint of ode (ands of Weyerhsuser Corpor uion which are
shown on a Plat recorded in Plat Cabinet C at slide 32. Tyrrell gegiahy, said plat tieing
incorporated herein by reference:
Proceeding thence along the north line of Weyerfheuser Corporation South 69 dcg 07 min
23 see W W 1316.17 fen and fnilmuinp lhr trnrrof a ditch to a v. inch imn .okm,
PrOCOeding tl a 4 4 0`19 the north lie etf Weyolror C npwarK.n SOudt 54 deg 1 t mto
1♦ acv wCYI 900.49 Ret clod mlla Wm4 Vte motor M e antra In emrMr L :.,.A :rp�.vy�.;
Pant mining thence Muth 01 deg 21 min 21 sec West 2039.94 to arrodm h inch iron
rclror;
PmCCCI;ng <hw� On doe rune comae at in II.O premdiag call to n paint in the wnteUf
Ride" Creek Carol (Ty..cll County Lh,.4,gc D:rtrier, (chat 92):
nU. yiug ds almtg tow centerot tlra saw Cana the Wllowmg courses and distareco
10 a point set in the south margin oftbe A& of way of U.S. 64:
Norm 13 eke 17 min 22 see Gant 165.34 fan;
Nord 37 deg 09 min 06 sec Fin W.19 feet
North 40 deg 38 min 1 I see East 7637 feet;
North 52 deg 13 min 07 see Pau 229.64 feet
Nord 38 deg 43 min 33 sec C.N g0A5 fcl;
Norm 48 deg d4 min 38 see Feat 70.28 feet;
North 33 deg 38 min 02 sac East 38.49 feet, more tK less, to the point in the south
margin of the right of way of U.S. 64;

BOOK M PAGE 13
Proceeding tlen.:e dung da: soMb mmgm of vie right of way of US. 64 South 86 deg 34
min 00 sec Pax to a %, inch iron Cebu Set in the east etlrr of, .- Q41, C-1, e....r_
Proceeding these along the south margin of the right Of way Of US. 64 South R6 dqt 34
min Ito arc Fain 77,05 feet to a %s inch Imn row,
P...eedi..y d..n.. A* me avu.o utragm or we ngm of way of U.S. 64 South 85 deg 24
min 21 BCC Cast 3g.59 feet to a �F. inch irs.e arbor lying in the northwest ur.,p orthc
",elanaia Int (fnr.ef rtee. Bonk 131 pp. 15 eed 562);
Proceeding thence South 00 deg 03 min 29 see West 129.98 fed along the west line of
Belmtgia to en existing iron rinks
Proceeding Utence South 88 deg 40 min 04 sec Weal 141.95 feel along the aou0+ line of
Bolangia to an existing iron stake7.
Proceeding ibmec North 02 dcg 47 min 54 see West 10.79 fat to a 51 inch iron rebar at
the muthwmst comer of the Puridt property (for refetena, Books )71 p.892. 163 P.576,
Book 142 p. 512r
Proceeding thence along the Patrick aoah line Sash 86 dc8 58 min 42 sec Gan 150.64
fat t0 an existing iron state in the Patrick sombetu t comer at the was line of Full Circle
Crab Co.. Inc.:
Proceeding thence along the. cvt lime of Full Circk South 03 deg 55 min 49 sec Wes
94.49 Co, to the ao,nh..ert w...o of the run 0rete property;
Proceeding thence along the south list of F..lt Circle South 8s deg 31 min 14
300.00 fen to the sotMcast comerof the Full Circle lot:
Proceeding thenco South 03 deg 56 min 02 sec Wes 326.73 feet to an eaiming iron stake:
Proceeding thence South 85 deg 31 min 39 sac Eau 124,78 feu to an existing iron sake:
Proceeding thence North 03 deg 56 min 02 sec Pas 520.37 feet to an existing imn stake
lying on th.. mvth line oftheright ofcoy ofV.O,64:
Proceeding thence aline the south margin of the right of way of V. S. 64 the tnitnwing
wu.acs and dbtanas to the point or place of beginning:
Bw.W 82 deg 43 min 34 see Past 105.60 feel to an existina iron stokc:
South 81 deg 58 mm 44 see Peat 80.06 fed to an existing inn emb:
Soum 79 deg 56 min 12 see Pan 100.00 fed to an exleting iron make;
South77 deg 46 min 46 sec 6aet l 11.02 fed tom existing iroo stokr.
South 75 deg,10 min 56 err fart 210.60 fees ao an eaiA;ng h m izke ai the point
nr place o f begiwing.

U( 1M PMrE 14
Thla ppthvaryanhz i> node wbjeet to the righlo ofothae to drain .valor Ov urui nt,nn the
surfke of the ditch and morel kno.m as Men; Crc& Canal.
Tram Two: ilomeplacc Tract
9eginnmg Al an iroo rabm get on the north matgin of the right of way of (IS Highway
64, the same lying io the comer of a dimh a a point which is both
$77.59 fled fiom the Marline of S.R. 1326, and
South 82 deg 58 min 04 we Fast 211 All along the nosh margin of the
right of way of US FUgbway 64 0om tbt sombeam comer of the Nichols
property described in Dead Book 109 page 506. Tyrrell Registry,
Proceeding theme from the pant of beginning and following the north margin of the
right of way of US Fftghway 64 Noth 82 deg 58 min 04 see Wet 21 l A7 fat to an iron
re -bar set in the southeast router of the Nichols property described herein above;
Proceeding dtece along the can rime of theNithols property North, 93 deg 28 min 27 sec
foot 155 feel to another sa iron mbar in the nonhe" comer of the Nichols property.
Pmecoding thence slang the north line ofMchols Node 76 deg 12 min 08 see Wm 104
feet to m cxiadttg iron pipe in the costa ofa ditch, said •don pipe also mariting the cast
Jim of the lands belonging to the Tyrrell County Board of Education;
Proceeding theme; alrng the most line of 111e Hoard of Education trod following the
centerline of the ditch North Ill deg 48 min 47 sec E;uM $9.79 feel to a tart iron tabor.
Proceeding thence along the south line Ofianda now or foanemy belonging 10 George
Owen, Sr. and wife. Nancy. South 76 deg 09 min 22 tee Ea 32067 fat to an iron re.
bee act in the center of the first ditch mentioned herein above;
Proceeding theme along the centerline of the ditch South 17 deg 05 min 55 sec.W.fst
180.70 legit to the p4im a plec> Of begavrmg.
'ITfo leroa aoaaneod Isar.:r. rba..... T...•h Tea .re dw sM..�...... rM r10 en filled
asannarea .11lrVeylrlp,. arc. Lt1/C NO. 004-0615l JatN 1 ()Lwtaw ?Ana ..1.".:...ltacl.cl
horao and made a pan hc,e E.

N
PAGE 15
V[COMY MAP
owaNs
PROPERTY
Mum)
+lc! slow
8 JOJ:
N
B1RN
NICIMS \ II,3
PROPERTYti`w1, ...I.
OVENS
PROPERTY
Of S. R. 13"
wt W-a (SM
UNITED STATES HIGHWAY 84 EAST (82' R/W)
40594.6 SC. rf.
^'"----^-
1.14 ACRss
LEGEND
a.q v wRn1 4qp CDr v "W'"
itiw rolNnro yq..R
Onlm M T�111, f'GMIY
�f /YnuTnN OTC' M nIN ID AO. 9� �4 TYIOL
pClr Wr�Irw• �
MI
PrCP
/nllRM MC OnUrIDI-_____--_-_
normr eon tawm m
a ewlu c aoonm, w. ryy a-wz oo wn.
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n C4 to, P. 422 pIR
TYRRML COVN7Y 1tORR! CARINAA
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RE
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1 Ipe t 1 +]
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• 11rr a.a. w a •+ee6 / 1a� v nm t1a • w RMo v w o�sno rem
uor noa oawo. - w. need .nnrn.+ once - ya rwc

Columbia, NC
Precipitation Data Chart From: http://hdsc.nws.noaa.govihdselpfds/
Preci
station
10
min
0.79
Frequenci
16
min
0.991.90.57
30
60
*-T1nn
imates
120
min0.49
3
6
mcnes
12
24
48
4
7
10
20
30
46
60
(min
5
52j
0.92
1.16
2.30.65
1.05
1.32
2.92
3.2
3.8
4.5
5.56
fi.37
7.17
8.17
8.95
11.7
14.2
17.5
20.5
0.74
7.19
1.51
2.19
2.85
3.51
3.9
4.6
5.5
6.6
7.56
8.36
9.46
10.4
13.4
16.1
19.8
23
2b
0.84
1.34
1.69
2.51
3.34
4.21
4.7
5.6
6.8
8.14
9.35
10.2
17.4
12.4
15.9
18.8
23.1
26.5
60
0.92
1.47
1.86
2.8
3.79
4.87
5.5
6.6
B
9.47
10.9
11.7
13.1
14.1
17.8
20.9
25.8
29.3
100
1
1,58
2
3.07
4.22
5.52
6.3
7.6
9.2
10.9
12.7
13.4
14.8
15.9
20
23.1
28.7
32.1
200
1.07
1.7
2.14
3.34
4.68
6.22
Z1
8.7
11
12.6
14s
15.3
16.8
17.9
22.2
25.4
31.7
35
600
1.16
1.84
2.32
3.69
5.29
7.18
8.3
10
13
15
17.7
18.1
19.8
20.8
25.5
28.6
36
39
1000
1.25
1.97
2.48
4.01
5.85
8.06
9.5
12
14
17.1
20.3
20.8
22
23.2
28.2
31.2
39.4
42.2
Intensity, Peak 10-yr, 24-hr
d(in)/24hr
Depth at 24hr & 10-yr: d=
0.28 in/hr
6.6 in
Intensity, Peak 1-yr, 24-hr
d(in)/24hr
0.15 in/hr
Depth at 24hr& 1-yr: d=
3.54 in
Intensity, Peak 10-yr
d(in)/t,(min)'60(min/hr)
9.49 in/hr
Depth at T� & 10-y,: d=
0.74 in
Intensity, Peak 1-yr
d(in)/t,(min)'60(min/hr) 1.78 in/hr
Depth at T,& 1-yr: d= 0.49 in
e time of concentration to determine the "1-yr" storm, but not the "1
24-hr" storm. Note that the "I-yr, 24-hr" value discussed here is
regulated storm.
Time of Conc.: T,= 4.68 min (Calculate this value from the hydraulic length and the change in elevation
=(L3/H) 385/128 along the hydraulic length)
Hydraulic Length, L 320 ft Furthest distance water flows to BMP (Example Site)
Change in Elev., H 2 It Over hydraulic length (Example Site)
[�Scer E91
MAY 17 2011
.err !AR

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Pamlico Engineering Services, PLLC
128 Abbey Lane
WASI IINGI'ON, NC 27889
PHONE [phone]
pdn lic0 q 11
Engincerim, MAY 1 1 2Q11
crviccs
,ANQ- ARO '4k4�
To:
Date 5/17/11 Job No. 11012
NCDENR - DWQ
Attention : Scott Vinson
Family Dollar Columbia
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
No
DESCRIPTION
2
4/26/II
Application
2
NARRATIVES
2
PLANS
1
$505 CHECK
I
USGS QUAD SHEET
I
DEED
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20- ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE.

MSRMaps: Print Page 1 of 1
Send To Printer Back To MSR Maps Change to 11x17 Print Size Show Grid Lines t Chan e
=USGS 1 km E of Columbia, North Carolina, United States 61 Jul 1974 g e Lands��
' .aD3ry-
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11
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0 2010 Microsoft Corporation. Terms of Use Privacy Statemer
0
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MAY 172011
i
li
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11 I
11
geological Survey
http://msrmaps.corn/Printlmage.aspx?T=2&S=11 &Z=18&X=970&
8... 2/ 17/201 1

BUSINESS CORPORATION
ANNUAL REPORT
t-f'ilea Annual Kepon
-1-0-5568214
For year 2012
Do not data enter manually.
NAME OF BUSINESS CORPORATION: Eastern Pride Inc
'FISCAL YEAR ENDING: 2012
SECRETARY OF STATE CORPORATE ID NUMBER: 0647965
NATURE OF BUSINESS: Real Estate developmenilleasing
REGISTERED AGENT: Thomas, Charles A.
REGISTERED OFFICE MAILING ADDRESS: 2405-FWest Nash Street
Wilson, NC 27896
STATE OF
REGISTERED OFFICE STREET ADDRESS: 2405-FWest Nash Street
Wilson, NC 27896 Wilson County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL, OFFICE STREET ADDRESS:
PRINCIPAL OFFICERS:
Name: Charles A Thomas
Title: President
4ddress:
2405- F West Nash Street
2405-FNash Street W.
Wilson, NC 27896
2405-F West Nash Street
Wilson, NC 27896
Name: Barnes Boykin
Title: Secretary
Address:
2405- F West Nash Street
--ERTIFICATION OF ANNUAL. REPORT MUST BE COMPLETED BY ALL BUSINESS
Charles A Thm
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Charles A Thomas
TYPE OR PRINT NAME
ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State • Corporations Divisian • Post Office Boa
M
MAY 1720
NC
0312012011
DATE
OR PRINT TITLE
• Raleigh, NC 27626-0525
f)Wrs-UtzAR

Irerracon
May 3, 2011
Stocks and Taylor Construction
PO Box 2147
Washington, NC 27889
Attn: Selden Taylor
Re: Family Dollar - Columbia
523 US Highway 64 E
Columbia, NC 27925
Terracon Project No. 72111081
Dear Selden Taylor
As requested, Terracon representatives provided construction observation and testing services for the
referenced project. These services were provided on a part-time basis when requested by you, your field
representative or the contractor's representative unless otherwise noted. The attached reports provide
results of services performed during the dates indicated. For your reference, a listing of the attached
reports is as follows:
Service Date Description
04/27/11 Limited Subsurface Exploration (0001)
We appreciate the opportunity to be of service to you on this project. If you have any questions regarding
the information presented in this report or if we can be of further assistance to you, please feel free to
contact us.
Sincerely,
Terracon Consultants, Inca
Larrie Lockamy
Administrative Staff 1
cc: (1) Stocks and Taylor Construction
Te Tacan consultants, Inc. 314 Beacon Dr. Wntenti8e, NC 28590
P 125213531600 F 125213530002 lenacon.mm
nrqr
�—
MAY172V
1.

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LIMIrTED SUBSURFOat oOoXPLORATION REPORT Repot Number: 7211err
acon
Service Date: 04/27/11 314 Beacon Dr.
Report Date: 05/02/11 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Family Dollar- Columbia
Attn: Selden Taylor 523 US Highway 64 E
PO Box 2147 Columbia, NC 27925
Washington, NC 27889
Proiect Number: 72111081
SERVICES REQUESTED BY: Selden Taylor, representing Stocks and Taylor Construction.
TERRACON PERSONNEL: Bob Neel and John Henry Martin
As requested by Mr. Selden Taylor, representing Stocks and Taylor Construction, Inc., representatives of Terracon
Consultants, Inc.(Terracon) were present on the project site today to test proposed bearing soils for building and asphalt
paved areas using a dynamic cone penetrometer (dep) and a hand auger. Hand auger borings were also advanced, as
indicated, within the designated stormwater area to identify the depth to the seasonal high water table.
Project information, in the form of a schematic site plan and a boundary survey, were provided to us by Mr. Taylor. The
schematic site plan indicated the location of the building and asphalt paved areas, as well as stormwater areas. This plan was
used in locating areas to be tested. The areas tested today are indicated on the attached drawing. For hand auger borings
one through seven, dcp test results were obtained at approximate one foot intervals to a depth of five feet below the existing
ground surface. The dcp test results obtained are attached. Hand auger borings eight and nine were used in the
determination of the seasonal high water table and a discussion of these findings is submitted in a separate report.
Please note that the proposed building location is currently occupied by two existing structures. The easternmost structure
is constructed with a slab on grade. Soft soils may exist under this slab. An existing residence or shop is also located on the
west side of the site; this building may be located along the west side of the parking lot or in an area noted as a stormwater
area. Demolition of all buildings should include the removal of all former slabs and foundations.
The soils encountered today included approximately six inches of grass and topsoil, underlain by dark brown and tan
brown silty fine sand to a depth of 1.5 to 2.0 feet. This upper sand layer is underlain by tan gray and gray, mottled yellow
brown, clayey fine sand and sandy clay to depths of 2.0 to 4.0 feet. This layer of clayey sand and sandy clay is underlain by
saturated gray, tan brown and yellow brown silty to slightly silty fine to medium sand to the boring termination depth (five feet).
Groundwater was encountered at depths ranging from 2.5 to 3.0 feet below the existing ground surface. The groundwater
depths are indicated on the attached hand auger boring logs.
Continued on the following page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CTa001, 9.28-10, Rev.S Page I oft

LIMITED SUBSURFACE EXPLORATION REPORT
1
��rracon
Report Number: 72111081.0001
Service Date: 04/27/11
314 Beacon Dr.
Report Date: 05/02/11
Winterville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction
Family Dollar - Columbia
Attn: Selden Taylor
523 US Highway 64 E
PO Box 2147
Columbia, NC 27925
Washington, NC 27889
Proiect Number: 72111081
After demolition of the existing structures, the removal of all slab and foundation elements and the removal of any soft soils
associated with the demolition, the site should be stripped of grass and topsoil. A stripping depth of six inches is anticipated.
Structural fill soil for building and parking areas should be installed in maximum 12 inch loose lift thicknesses. The fill should
be compacted to no less than 98 percent of the standard Proctor maximum dry density. Footings should be sized for an
allowable soil bearing pressure of 1500 psf. Based on the presence of soft soils encountered near the southeast building
corner, limited footing undercut is likely in this area.
Prepared bearing surfaces for foundations should not be disturbed or left exposed during inclement weather. Saturation of
the footing subgrade can cause a loss of strength and increased compressibility. If construction occurs during inclement
weather, and concreting of foundations is not possible at the time they are excavated, a layer of lean concrete should be
placed on exposed bearing surfaces for protection. Also, concrete should not be placed on frozen subgrade. The bottom of
the foundation excavations should also be clean and free of any loose soil, mud or debris prior to placing concrete.
Regardless of the thoroughness of a geotechnical study, there is always a possibility that subsurface conditions will be
different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or that
the construction process will alter soil conditions. Therefore, the geotechnical engineer's representative should observe the
site preparation, earthwork, foundation construction and floor slab construction to confirm that the conditions indicated by the
geotechnical exploration actually exist. We recommend the owner or contractor retain Terracon for this service since we are
already familiar with the project, the subsurface conditions, and the intent of the recommendations and design. The
conclusions and recommendations provided in this report are subject to Terracon personnel observing the construction
procedures and subsurface conditions encountered at the site.
Mr. Selden Taylor was informed of the test results and recommendations by electronic correspondence on May 3, 2011.
Services:
Terracon Rep.:
Reported To:
Contractor:
Report Distribution:
(1) Stocks and Taylor Constructioq
Ean.kd
Reviewed By: 00'p— F 1515✓'�
Carl F. Bonner. PE
Office Manager II
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
c0001.9-28-10, Re,.d Page 2 of 2

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LIMITED SUBSURFACE EXPLORATION REPORT
��rracon
Report Number: 72111081.0001
Service Date: 04/27/11
314 Beacon Dr.
Report Date: 05/02/11
Winterville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction
Family Dollar - Columbia
Attn: Selden Taylor
523 US Highway 64 E
PO Box 2147
Columbia, NC 27925
Washington, NC 27989
Project Number: 72111081
TEST DEPTH BELOW PENETROMETER
LOCATION EXISTING GRADE VALUE COMMENTS
Number 1, as shown 1.0 17
2.0
2-2-2
3.0
3-4-6 Groundwater at 2.5 feet.
4.0
8-9-9
5.0
10-9-9
Number 2, as shown 1.0
10-10
2.0
3-5-5
3.0
12-12 Groundwater at 2.25 feet.
4.0
10-15
5.0
13
Number 3, as shown 1.0
15+
2.0
2-3-4
3.0
4-3-3-3-3 Groundwater at 2.75 feet.
4.0
5-8-9
5.0
11-12
Continued on the following page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
MM I. 9.28-10. Rn:8 rage I of

LIMITED SUBSURFACE EXPLORATION REPORT
Report Number: 72111081.0001
Service Date: 04/27/11
Report Date: 05/02/1 1
Client
Stocks and Taylor Construction
Arm: Selden Taylor
PO Box2147
Washington, NC 27899
1 rerracon
314 Beacon Dr.
Winterville, NC 28590
252-353-1600
Project
Family Dollar - Columbia
523 US Highway 64 E
Columbia, NC 27925
Proiect Number: 72111081
TEST DEPTH BELOW PENETROMETER
LOCATION EXISTING GRADE VALUE
COMMENTS
Number 4, as shown 1.0
15+
2.0
44-3-4
3.0
4-3-4 Groundwater at 3.0 feet.
4.0
7-10-9
5.0
5-6-6
Number 5, as shown 1.0
8-9-7
2.0
3-4-5
3.0
6-6-7 Groundwater at 2.75 feet.
4.0
8-10-10+
5.0
8-10-11
Number 6, as shown 1.0
11
2.0
4-3-3-3-3
3.0
3-5-6 Groundwater at 3.0 feet.
4.0
4-6-9
5.0
8-10
Continued on the following page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
a M. v-ze-io. ReeF Page 2 of 3

SUBSURFACE REPORT
Irerracon
ReM'TND
Service Date: 04/27/11
314 Beacon Dr.
Report Date: 05/02/1 1
Winterville, NC 29590
252-353-1600
Client
Project
Stocks and Taylor Construction
Family Dollar - Columbia
Attn: Selden Taylor
523 US Highway 64 E
PO Box 2147
Columbia, NC 27925
Washington, NC 27889
Number: 72111081
TEST DEPTH BELOW PENETROMETER
LOCATION EXISTING GRADE VALUE
Number 7, as shown 1.0 15
COMMENTS
2.0
2-3-4
3.0
14 Groundwater at 3.0 feet.
4.0
14
5.0
11-14
Services:
Terracon Rep.:
Reported To:
Contractor:
Report Distribution:
(1) Stocks and Taylor Conseudion,
Emailcd
Q— (�
Reviewed By:
S. '
Carl F. Bonner, PE
Office Manager 11
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods.
This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test
results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
C1DOa1, c-ze-m, Rc,.x Page 3 of

E-�.1STa4(n
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AREA
° (
I
PROPOS�D BbILDING I
' 3�
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US HWY 64
COLUMBIA, NC
SCHEMATIC SITE PLAN
E, y I ST Ili 61
Q P&Ic-E f f,&P

Pamlico Engineering Services, PLLC
128 Abbey lane
WASI IINGTON, NC 27889
PHONE [phone]
Pamlico
Engineering
uviees
To:
Date 7/8/1 1 Job No. 11006
NCDENR - DWQ
Attention : Rodger Thorpe
Family Dollar Columbia
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
No
7/8/11
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20- ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
RIECOVED
Marie U. Peedin, PE.
JUL - 8 2011

--
�
I
1
1
I
1
'
-
1
_

FINANCIAL RESPONSIBILITY/OWNERSHIP
SEDIMENTATION POLLUTION CONTROL
No person may initiate any land -disturbing activity on one or more acres as cc
forth and an acceptable erosion and sedimentation control plan have been con
Land Quality Section, N.C. Department of Environment and Natural Resources.
the question is not applicable or the e-mail and/or fax information unavailable, pk
Part A-
I - Project Name —Family Dollar
2. Location of land -disturbing activity: County Tyrell_ City or
Highway/Street US Hwy 64 35.9188'_Latitude = 76.2425'_
3. Approximate date land -disturbing activity will commence:_July 1, 2011
4. Purpose of development (residential, commercial, industrial, institutional, etc
5. Total acreage disturbed or uncovered (including off -site
areas)., 1.1
6. Amount of fee enclosed: $,_130 The applicalic
(rounded up to the next acre) is assessed without a ceiling amount (Exam
is $585).
7. Has an erosion and sediment control plan been filed? Yes No
8. Person to contact should erosion and sediment control issues arise during lai
Name_Bames Boykin_ E-mail Address
Telephone _ Cell # 1 S 13 o - o 6 3J, Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Scuppemong Group LLC
Name
Current Mailing Address
City State Zip
ed by the Act before this
.led and approved by the
'lease type or print and, if
N/A in the blank.)
RIVZGERVED
MAY 1 17 2011
n-WAR-
borrow and waste
fee of $65.00 per acre
a 9-acre application fee
Enclosed_X
Telephone Fax
10. Deed Book No._198 Page No._10_ Provide a copy of the
Part B.
1. Person(s) or firm(s) who are financially responsible for the
comprehensive list of all responsible parties on an attached sheet):
Eastern Pride, Inc
Name
_2405 - F Nash Street r-
Current Mailing Address Current Street
Wilson, NC 27896
City State w
Zip City
Telephone�� 3 0 -��� Fax
activity:
Zip
current deed.
activity (Provide a
Address
R
+� `
MAY 1 4 )011
�
�37 O
�.: �•.�
NREu;ONALUFF;GE
�WHiNGi

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 Zp
Telephone Fax
(b) If the Financially Responsible Party is a Partnership or other person engs
assumed name, attach a copy of the Certificate of Assumed Name. If ti
Party is a Corporation, give name and street address of the Registered Agent_
Name of Registered Agent E-mail Address
Current Mailing Address
City State Zp
Telephone Fax
Address
in business under an
tancially Responsible
azate
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 attomey-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 be any change in the information provided lherein.
Barnes Boykin - 1 7�/.
.` eG^". �`';k
Type or print name Title or Auth
� �L- 3 /%
Signature Date
I, AAe1 5sm S-ont3c , a Notary Public of the County o
State of North Carolina, hereby certify that Rarnes kits
personally before me this day and being duly sworn acknowledged that
executed by him.
Witness my hand and notarial seal, this 3j day of
My commission
appeared
form was
to, zo 13