SW6140801_HISTORICAL FILE_20140926 (2)

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

Southeastern Soil & Environmental Associates, Inc.
POvoNC2
Fayte918311
Phone/Fax [phone]
Email [e-mail]
July 3, 2014
Mr. Tom Speight, PE
Bateman Civil Survey Company
200 N. Main Street
Holly Springs, NC 27540
SEP 2 6 2014
Re: Hydraulic conductivity (permeability) analysis &seasonal water table -
determination (SHWT) for propose stormwater retention area, Lampe Management Co,
PIN 494660201014, US Hwy. 401, Hoke County, North! Carolina
Dear Mr. Speight,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
,your request on the aforementioned property. The purpose 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 Peet above the SHWT elevation for use with stormwater
retention/treatment design.
Saturated hydraulic conductivity of the unsaturated zo
method as described in the Soil Science Society of An
Oct. 1989, "A Constant Permeameter for Measuring S
the Vadose Zone" and Comparison of the Glover Solo
Equations Approach for Measuring Hydraulic Conduc
a small diameter bore hole to a predetermined depth (t
this depth, a constant head (pressure) was established I
measurements were made at timed intervals after flow
was measured in a similar
ica Journal, Vol. 53, no 5, Sept. -
rated Hydraulic Conductivity of
n with the Simultaneous
ity." This consists of advancing
cal Iy 2 feet above SI-1WT). At
maintained. Flow
tbilized.
Soils at the proposed basin site are most similar to the Wagram soil series (see attached
boring logs). 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 80 to 96 inches below the
ground surface (see chart attached). {
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUSDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Three compact constant head penneameter (CCFIP) to
2.00 feet above the SHWT level. The measured Ksat
0.380 cm/hr (equivalent to 0.05 to 0.15 inches/hour).
The attached map shows locations of the sample points
It should be noted that the reported SHWT does not
static groundwater (due to variations in groundwater
drought conditions, etc.).
The data presented in this report are limited by a numb(
consideration is that soil formations can be highly varia
can be subject to inclusions of other soil types, perched
layers of undulating low permeability clay seams. The
have an effect on the steady state of groundwater flow.
identified the soil types that will impact the flow of gro
professional opinion as to the depth of SHWT.
I trust this is the information you require at this time.
were conducted at depths of
es ranged between 0.127 and
well as Ksat locations.
ly reflect the elevation of
rates, annual rainfall,
of considerations. The primary
le. The soils found on this site
eater, artesian conditions and/or
e and other soil conditions can
To the extent possible, we have
ndwater, and have provided a
Sincerely,
Mike Eaker .,
NC Licensed Soil Scientist 91030
\�\ /•'1030
��tlIW MAP

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike0southeasternsoil.com
SHWT depths, Lampe Management Co., US
NC
BORING
1
2
3
SHWT DEPTH (inches)
90
96
80
401, Hoke County,
None
None
None
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGEIMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

i
Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike®southeasternsoil.com
i
Measured Ksat Rates, Lampe Management Co., US Hwy. 401, Hoke
County, NC
Ksat Ksat
Location Depth in cm/hr in/hr
1 76 0.144 0.057
2 72 0.380 0.150
3 56 0.127 0.050
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321 j
Fayetteville, NC 28311
Phone/Fax[phone]
Email mike 0 southeastemsoil.com
Typical Soil Boring Log (Borings 1, 3), Lampe Management Co., US Hwy. 401,
Hoke County, NC
This map unit consists of well drained soils that formed in loamy sediment on uplands.
Slope ranged from 0 to 1 percent.
A - 0 to 6 inches; brown (I OYR 4/3) loamy sand; single grained; loose; very friable;
common fine and medium roots; abrupt smooth boundary.
E - 6 to 22 inches; light yellowish brown (2.5Y 6/4) loamy sand; about 10 percent clean
sand; single grained; loose; very friable; few fine and medium roots; clear smooth
boundary. I
Btl - 22 to 34 inches; yellowish brown (1 OYR 5/8) sandv clay loam; moderate medium
subangular blocky structure; friable; gradual wavy boul>dary.
Bt2 - 34 to 72 inches; yellowish brown (I OYR 5/8) sandy clay loam; many medium
prominent red (2.5YR 4/8) mottles; weak medium and fine subangular blocky structure;
firm; gradual wavy boundary.
BC - 72 to 80 inches; mixed mottled yellowish brown (IOYR 5/8) and red (2.5YR 4/8)
sandy clay loam; many medium pale brown (t OYR 6/3) mottles; massive structure; firm;
gradual wavy boundary.
C 1 - 80 to 88 inches; mixed mottled red (2.5YR 4/8), yellowish brown (1 OYR 5/8) and
gray (I OYR 6/1) sandy clay loam; firm to very firm; massive structure; gradual wavy
boundary.
i
C2 - 88 to 104 inches; gray (I OYR 6/1) light sandy clay; loam; many medium prominent
yellowish brown (1 OYR 5/8) and red (2.5YR 4/8) mottles; friable; massive structure;
clear smooth boundary.
i
C3 - 104 to 120 inches: mixed mottled gray (IOYT 6/1), red (2.5YR 5/8) and brownish
yellow (I OYR 6/8) light sandy clay loans; massive structure; friable.
SHWT @ 90 inches (I OYR 6/1) in boring 1
SHWT @ 80 inches (I OYR 6/1) in boring 3
I
I
1
SOIVSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 6 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Soil Boring Log (Boring 2), Lampe Management Co., US Hwy. 401, Hoke County,
NC
This map unit consists of well drained soils that formed in loamy sediment on uplands.
Slope ranged from 0 to 1 percent.
A - 0 to 6 inches. brown (1 OYR 4/3) loamy sand; single grained; loose; very friable;
common fine and medium roots; abrupt smooth boundary.
E - 6 to 28 inches; light yellowish brown (2.5Y 6/4) loamy sand; about 10 percent clean
sand; single grained; loose; very friable; few fine and medium roots; clear smooth
boundary.
Btl - 28 to 42 inches; yellowish red (5YR 5/8) sandy clay loam; moderate medium
subangular blocky structure; friable; gradual wavy boundary.
Bt2 - 42 to 67 inches; yellowish brown (IOYR 5/8) sandy clay loam; moderate medium
subangular blocky structure; firm; gradual wavy boundary.
BC - 67 to 96 inches; mixed mottled brownish yellow (I OYR 6/8) and yellowish brown
(1 OYR 5/8) sandy clay loam; many medium pale brown (I OYR 66) mottles; massive
structure; firm; gradual wavy boundary.
C - 96 to 120 inches; mixed mottled brownish yellow (I OYR 6/8) and yellowish brown
(1 OYR 5/8) sandy clay loam; many medium prominent red (2.5YR 4/8) and light gray
(1 OYR 7/1) mottles; friable to firm; massive structure.
SFIWT @ 96 inches (1 OYR 7/1) in boring 2
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGEIMOUNDING • SURFACErSUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

I&N
P.O. Box 9321
c�„e«e,aua rdr �anl I
Soil Boring/Ksat Location (Lampe Management Co.)
US Hwy 401, Hoke County, NC
US State Plane 1983 Scale 1:2.400 LAMPE.SSF
North Carolina 3200 N
NAD 1983 (Conus) 7/4/2014
0 300.0
OPS Pathflntler°Office
Feet a -Trimble.
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGEIMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

C'.almats y ,ff1Ovnl IV NacoromF
1 hveb' certify Out ;ifs Ynrsaf 1! with thl
r.rrrun pas b:d nn toono :o ,;am, 1
:,nn7Paaiun Rr:C'�l>:}0ns ut tna !•.users*'a
.;n:^.h emofl,,a: s:W !n in the 001"0
yc> 9.tun-a�.i for eccrr'c1 tiaia Counth
Excise Tax: S900
BK:01082 PG:0046
FILED
HOKE COUNTY NC
CAMILLE D. HURST
FILED
Jun 19, 2014
TIME
02:56:59 pm
BOOK
01082
START PAGE
0046
END PAGE
0047
INSTRUMENT# 03409
RECORDING
$26.00
EXCISE TAX
$900,00
a�
NORTH CAROLINA GENERAL WARRANTY DEED
Parccl Identifier No. Portion of 4946642-01-014
Mail/Box to: WMFS, PO Box 126, Raeford, NC 29376
This instrument was prepared by: Emily R. Greene, Attorney - NO TITLE CERTIFICATION
Brief description for the Index: 2.906 acres, mote or loss, Fayeneville Road, Hoke County, NC
THIS DEED made this Jt. day of June, 2014 by and between
GRANTOR GRANTEE —
lhu4LBrockr unmarried Ample Storage lake Worth, LLC r A;Florlida
2392 Bella Coots Rd P.O. Box 608 limited liabiilitySEP
Lake Wanumaw, NC 28450 Smithfield, NC 27577 company
The designadrm Granbr and Grantee ns used herein shall include said parties, their heirs, successors, and assigns, and sholi include
singular, plant, masculine, feminine or newer as required by context.
WITNFSSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, hmand
by them presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or panel of land situated in the
Mclauchlin Township, Hoke County, North Carolina and more particularly described as follows:
Alf that certain parcel of land, situated In AleLauchlln Township, lloke County, North Carolina, being formerly a pardon of Don
Rodney Brock, PINJV 9466A2.01.O1I as shown on a plat entitled "MMorSubdivislon Plat, PIN #49466-02-01-014, McLauehBn
TownshippreparedJy1ampe Management Company' drawn by Bateman ClvliSurvey Company, dated52712014, Parent Tmdas
described In Deed Book 612 at Page IS4, Hoke County Registry, and being mart particularly described as follows-.
BEGINNING or thesouthwestem property comer ofAmerican Flag Iloke, LLCandsoutheastem property comer of Don Rodney
Brack, Hoke County Records, sold comer afro bring a "E1P"nmroicomeron thnnonhem right of way of Fayetteville Road, US-
401, auhown on saidplat, thenceS 89-25-50 W 150.08feerto a new imnpipemon theright of way of Fayetteville Road, US401;
thma leaving sold right of way N 02.24-SO W 827.72 feet to a am Iron pipe set on the northern line of Don Rodney Brock also
being thesauthem fine ofThomar Fondly Business, Ina; thenreN 77-13.17E 1$2.49feet to an existing conademanumadbeing
thenartheast camerofDon Rodney Brock being on the western line ofPemuylmnia Tmrufomue also aC IMI comer arshown
on said plat, thence S 02-24-51 E 859.99 feet to the Point of Beginning. Said Lot I contains Il8osquare fie/ or 2,906 acres,
non or lest
All Or a portion of the property herein conveyed doa not Include the primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid lot or panel of lend and all privileges and appurtenances drerem belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Gmrdor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that tide is marketable and free and clear of all encumbrances, and that Greater will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions: NONE
IN W 171 ESS WHEREOF, the Grantor has duty executed the foregoing as of the day and you first above written.
e11A.,$ 1 (SEAL)
Don R )rock
NC as Aaadulm Farm No. IQ 1976, Resod O 1/112010
Primed by Apo®ml with the NC nor AsswWon
1
2 6 2014

ti
SK01082 PG:0047
COUNTY OF HOKE
STATE OF NORTH CAROLINA
I certify that the following person(s) personally appeared before me this day, and 0 1 have personal knowledge of the identity of the
principak(sk 0lhavescen sett~factory evidence of the principal's identity, by a current state or federal identification with the principal's
photograph in the form ofa ; %acredible witness has sworn to the identity oftheprmcipal(s$
each admowkedging to me drat he or she voluntarily signed the fotegoittg document for the ptapm stated therein and in the capacity
Wicated: Boo R. Brock
oau61l9li_ (��
Notary Public
My Commlalon Expires: 4//$111
„auu.r.r.
Q PS RICIq s'•,,
A � `9.4 : M :
•• GeCIC :'�
o�
,��:
NC Bar A=Wim Farm N> 10 1976, keviard O UifMta
Primed by ApsmW wish lee NC ksr AoaeuNaa

+•+ BCSC
GATEMAN CIVIL SURVEY COMPANY
Bateman Civil Survey Company, PC
200 North Main Street
Holly Springs, NC 27540
Letter of Transmittal
To: Mr. Michael Randall
North Carolina DENR
Land Quality Division — Stormwater
512 N. Salisbury Street, 9th floor
Raleigh, NC 27604
From: Brian Kraynak
Date: August 6, 2014
Re: Ample Storage Lake Worth, LLC
Stormwater Application
Phone: [phone]
Fax: [phone]
[e-mail]
SEP 2 6 2014 i
Please accept the following attached items transmitted for your review and approval:
2 — sets of improvement plans
1— check in the amount of $505
1— stormwater application form
1 — stormwater narrative
1—stormwater calculations & suppliment
1— check list
1— O & M agreement
1—Soils report
1— copy of the deed
If you have any questions or require ad6jitional information, please contact Brian Kraynak at
919-577-1080. Thank you.
Brian J. Kraynak, ;11
Transmittal DENR stormwater 8-6-2014

STORMWATER PROJECT NARRATIVE
Ample Storage Lake Worth, LLC
Hoke County, North Carolina
SEP 2 6 2014
This project is for construction of self storage units. After construction the property will
be connected and accessed from the existing self storage facility to the east. The area of the
site is 2.9 acres and the disturbed area of 2.82 acres has been calculated for the site. The site is
wooded and most of it drains to the south and enters the DOT storm sewer system along US
Highway 401. It eventually reaches Little Rock Fish Creek and continues in the Cape Fear
watershed.
During construction a sediment basin will be installed at the same location as the
stormwater BMP. After the site is stabilized the sediment basin will be converted to a
permanent stormwater basin. Additional storage capacity will be provided in underground
pipes connected to the basin. The basin will have a forebay and separate stormwater rapid
filter area to meet the water quality treatment requirements before discharging into the DOT
roadside ditch and storm sewer system. Details for these measures are included on the detail
plan sheet.
The predeveloped runoff from the site was calculated at 6.32 cfs for the 10 year storm
and 7.14 cfs for the 25 year storm event. Enough storage is provided so that the 10 post
developed storm is less than the predeveloped runoff condition, as is required by DOT since it is
their catch basin and piping that is immediate receiving system. Storage volume is provided by
the stormwater basin and additional storage capacity is provided in large 24" RCP pipes under
the concrete drive. The peak runoff rate after development for the 10 year storm is 3.57 cfs
(after detention). The riser overflow structure elevation is 255.30 and the emergency spillway
embankment elevation is 255.80. The high water elevation of the 10 year storm is 257.78.
The required water quality treatment volume was calculated using the simple method
and equals 7,849 cubic feet. This volume of water is stored and treated through a rapid sand
filter. The sand filter is the same designed that has been previously approved for use at
concrete plants as part of their industrial permit. The filter uses a high permeable geotextile
that also filters out pollutants in the stormwater that might make it through the top sand layer
of the filter. The geotextile is called "Adsorb -it" as manufactured by Eco-Tec, Inc in Gig Harbor,
WA. It can pass over 100 gallons per minute per square foot.

BMP SIZING Ref. NCDENR Stormwater B Man ual
Pollutarifremoval"- 85%.TSS
45% P
Drainage area sq ft= 126581 Ac= 2.9059
Impervious area sq f 97626.67 Ac= 2.2412
Percent impervious= 77.12585
1year 24 hr rainfall depth inche! 3.2
1year 24 hr rainfall intensity in/1 0.133333
Rat C pre dev= 0.22
Rat C post dev= 0.85
Q 1 year pre cfs= 0.08524
Q 1 year post cfs= 0.329335
I10 year in/hr = 6.32 Fay Standard Tc=10 min
125 year in/hr = 7.1416
1 100 year in/hr = 8,2792
Q 10 cfs=
15.61049
Q 25 cfs=
17.63986
Q 100 cfs=
20.44975
rSlmple Method -
IRv 0.05+0 9 IA
i
IA percent impervic
I
0.771258
iRv=
0.744133 _
Vol cu ft=3630'RWRvA Vol cu ft= 7849.4211
I
RDin= -. .. 1
lArea'AC= - 2.9059
- I
sq ft= 10465.'
7849.421
WQV Water quality Volume
WQV cu ft= RV'AD'43560'RD/12 7849.421
AD drainage area to sand filter ac= 2.9059
RDinches= 1
WQVadj cu ft= 0.75'WQV 5887.066
WQV cu ft= 7849.421
WQV adj cu ft= 5887.066
SEP 2 6 2014

HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL
Rapid Filter
System Storage
Given Inputs
QP=(cfs) 17.60 OMAX=(cfs) 3.57
MAX
TP(min)= 15.00 STAGE=(ft) 2.78
ks= 2344.00
b= 1.51
,Estimated Volume of Runnoff cu ft =
V.
)Vol =1.39QpTp -
SVolume runoff cu ft = 22018
IVolume storagecuft18197
P.IPES'. '.,r•
+N=
:r "WEIR.,
.%jRISER
'C ,'
':. tBA_RREL
0.00
LW=
10.00
NR=
1.00
NB=�
1.00
Cd=
0.59
CW=
3.00
CWR:
3.30
CB=
0.59
D(in)=
3.00
ZW=
3.00
DR=(f
2.00
DB=(ft)
1.50
Z(ft)=
0.00
(diameter)
EB=(ft)
0.00
ER=(f
2.50
Rapid filter area sq ft
675.00
CDR=
059
k
tilnfl(meon
rate
+Nrnir
0.44 1.33
<s Z filter'fU.
1.00
TIME
INFLOW STAGE+,
STORAGE
OUTFLOW
:CULVERT
:WEIR
RISER
"+RISER-(
BARRELRapid7Filter
min
cfs
ft
cu ft r
cfs I
cfs
cfs t
WEIR '!ORIfICEI
cfs _,0(s, :-
0.00
0.00
0.00
-7,191.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.19
0.00
-7,191.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.76
0.00
-7,179.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
1.68
0.00
-7,133.81
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.00
2.91
0.00
-7,032.97
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
4.40
0.00
-6,858.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.00
6.08
0.00
-6,594.28
0.00
0.00
0.00
0.00
0.00
om
0.00
7.00
7.88
0.00
-6,229.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8.00
9.72
0.00
-5,756.63
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.00
11.52
0.00
-5,173.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10.00
13.20
0.00
-4,482.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.00
14.69
0.00
-3,690.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.00
15.92
0.00
-2,808.97
0.00
0.00
0.00
0.00
0.00
0,00
0.00
13.00
16.84
0.00
-1,853.81
0.00
0.00
0.00
0.00
0.00
0.00
0.00
14.00
17.41
0.00
-843.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15.00
17.60
0.20
201.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
16.00
17.41
0.66
1,257.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.00
16.84
0.99
2,301.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
18.00
15.92
1.26
3,311.81
0.41
0.00
0.00
0.00
0.00
0.00
0.41
19.00
14.72
1.48
4,242.22
0.41.
0.00
0.00
0.00
0.00
0.00
0.41
20.00
13.50
1.67
5,100.59
0.41
0.00
0.00
0.00
0.00
0.00
0.41
21.00
12.38
1.84
5,885.64
0.41
0.00
0.00
0.00
0.00
0.00
0.41
22.00
11.35
1.99
6,603.46
0.41
0.00
0.00
0.00
0.00
0.00
0.41
23.00
10.41
2.11
7,259.63
0.41
0.00
0.00
0.00
0.00
0.00
0.41
24.00
9.54
2.23
7,859.28
0.41
0.00
0.00
0.00
0.00
0.00
0.41
25.00
8.75
2.33
8,407.09
0.41
0.00
0.00
0.00
0.00
0.00
0.41
26.00
8.02
2.42
8,907.37
0.41
0.00
0.00
0.00
0.00
0.00
0.41
27.00
7.36
2.50
9,364.06
0.41
0.00
0.00
0.00
0.72
11.08
0.41
28.00
6.75
2.58
9,780.64
0.84
0.00
0.00
0.43
4.09
11.30
0.41
29.00
6.19
2.64
10,134.89
1.46
0.00
0.00
1.05
5.50
11.49
0.41
30.00
5.67
2.69
10,418.31
2.07
0.00
0.00
1.66
6.41
11.64
0.41
31.00
5.20
2.72
10,634.53
2.59
0.00
0.00
2.17
7.01
11.75
0.41
32.00
4.77
2.75
10,791.50
2.99
0.00
0.00
2.57
7.42
11.83
0.41
33.00
4.37
2.77
10,898.52
3.27
0.00
0.00
2.86
7.68
11.88
0.41
34.00
4.01
2.78
10,964.69
3.45
0.00
0.00
3.04
7.84
11.92
0.41
35.00
3.68
2.78
10,998.25
3.54
0.00
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3.13
7.92
11.93
0.41
36.00
3.37
2.78
11,006.27
3.57
0.00
0.00
3.15
7.94
11.94
0.41
37.00
3.09
2.78
10,994.62
3.53
0.00
0.00
3.12
7.91
11.93
0.41
38.00
2.84
2.78
10,968.12
3.46
0.00
0.00
3.05
7.85
11.92
0.41
39.00
2.60
2.77
10,930.61
3.36
0.00
0.00
2.95
7.76
11.90
0.41
40.00
2.38
2.76
10,885.13
3.24
0.00
0.00
2.82
7.65
11.88
0.41
41.00
2.19
2.76
10,834.10
3.10
0.00
0.00
2.69
7.53
11.85
0.41
42.00
2.01
2.75
10,779.36
2.96
0.00
0.00
2.54
7.39
11.82
0.41

43.00
1.84
2.74
10,722.37
2.81
0.00
0.00
2.40
7.24
11.79
0.41
44.00
1.69
2.73
10,664.22
2.66
0.90
0.00
2.25
7.09
11.77
0.41
45.00
1.55
2.72
10,605.77
2.52
0.00
0.00
2.10
6.94
11.74
0.41
46.00
1.42
2.71
10,547.64
2.37
0.00
0.00
1.96
6.78
11.71
0.41
47.00
1.30
2.70
10,490.30
2.24
0.00
0.00
1.82
6,62
11.68
0.41
48.00
1.19
2.69
10,434.09
2.11
0.00
0.00
1.69
6.45
11,65
0.41
49.00
1.09
2.68
10,379.27
1.98
0.00
0.00
1.57
6.29
11.62
0.41
50.00
1.00
2.67
10,325.99
1.86
0.00
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1.45
6.13
11.59
0.41
51.00
0.92
2.66
10.274.37
1.75
0.00
0.00
1.34
5.97
11.57
0.41
52.00
0.84
2.65
10,224.46
1.65
0.00
0.00
1.23
5.81
11.54
0.41
53.00
0.77
2.64
10,176.31
1.55
0.00
0.00
1.13
5.65
11.52
0.41
54.00
0.71
2.64
10,129.90
1.45
0.00
0.00
1.04
5.49
11.49
0.41
55.00
0.65
2.63
10,085.23
1.37
0.00
0.00
0.95
5.33
11.47
0.41
56.00
0.60
2.62
10,042.25
1.28
0.00
0.00
0.87
5.17
11.44
0.41
57.00
0.55
2.61
10,000.93
1.21
0.00
0.00
0.80
5,02
11.42
0.41
58.00
0.50
2.61
9,961.20
1.14
0.00
0.00
0.72
4.86
11.40
0.41
59.00
0.46
2.60
9,923.02
1.07
0.00
0.00
0.66
4.71
11.38
0.41
60.00
0.42
2.59
9,886.33
1.01
0.00
0.00
0.60
4.56
11.36
0.41
61.00
0.39
2.59
9,851.04
0.95
0.00
0.00
0.54
4.41
11.34
0.41
62.00
0.35
2.58
9,817.11
0.90
0.00
0.00
0.49
4.26
11.32
0.41
63.00
0.32
2.58
9,784.47
0,85
0.00
0.00
0.44
4.11
11.31
0.41
64.00
0.30
2.57
9,753.04
0.80
0.00
0.00
0.39
3.96
11.29
0.41
65.00
0.27
2.57
9,722.77
0.76
0.00
0.00
0.35
3.80
11.27
0.41
66.00
0.25
2.56
9,693.59
0.72
0.00
0.00
0.31
3.65
11.26
0.41
67.00
0.23
2.56
9,665.44
0.68
0.00
0.00
0.27
3,50
11.24
0.41
68.00
0.21
2.55
9,638.25
0.65
0.00
0.00
0.24
3.35
11.23
0.41
69.00
0.19
2.55
9,611.96
0.62
0.00
0.00
0.20
3.19
11.21
0.41
70.00
0.18
2.54
9,586.51
0.59
0.00
0.00
0.18
3.03
11.20
0.41
71.00
0.16
2.54
9,561.85
0.56
0.00
0.00
0.15
2.87
11.19
0.41
72.00
0.15
2.53
9,537.90
0.54
0.00
0.00
0.12
2.70
11.17
0.41
73.00
0.14
2.53
9,514.62
0.51
0.00
0.00
0.10
2.53
11.16
0.41
74.00
0.13
2.52
9,49L95
0.49
0.00
0.00
0.08
2.35
11.15
0.41
75.00
0.11
2.52
9,469.81
0.48
0.00
0.00
0.06
2.16
11.13
0.41
76.00
0.11
2.52
9.448.16
0.46
0.00
0.00
0.05
1.95
11.12
0.41
77.00
0.10
2.51
9,426.92
0.44
0.00
0.00
0.03
1.73
11.11
0.41
78.00
0.09
2.51
9,406.02
0.43
0.00
0.00
0.02
1.47
11.10
0.41
79.00
0.08
2.51
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0.42
0.00
0.00
0.01
1.16
11.09
0.41
80.00
0.07
2.50
9,364.90
0.42
0.00
0.00
0.00
0.74
11.08
0.41
81.00
0.07
2.50
9,344.46
0.41
0.00
0.00
0.00
0.00
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0.41
82.00
0.06
2.50
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0.41
0.00
0.00
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0.41
83.00
0.06
2.49
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0.41
0.00
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0.41
84.00
0.05
2.49
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0.41
0.00
0.00
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0.41
85.00
0.05
2.48
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0.41
0.00
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86.00
0.04
2.48
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0.00
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87.00
0.04
2.48
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0.41
0.00
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88.00
0.04
2.47
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0.41
0.00
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89.00
0.03
2.47
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0.00
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90.00
0.03
2.46
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0.41
0.00
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91.00
0.03
2.46
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0.41
0.00
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0.41
92.00
0.03
2.46
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0.41
0.00
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93.00
0.02
2.45
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0.41
0.00
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0.41
94.00
0.02
2.45
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95.00
0.02
2.44
9,032.64
0.41
0.00
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96.00
0.02
2.44
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0.00
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97.00
0.02
2.43
8,985.48
0.41
0.00
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98.00
0.02
2.43
8,961.75
0.41
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99.00
0.01
2.43
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0.41
0.00
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100.00
0.01
2.42
8,914.05
0.41
0.00
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0.41
101.00
0.01
2.42
8,890.09
0.41
0.00
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0.41
102.00
0.01
2.41
8,866.06
0.41
0.00
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103.00
0.01
2.41
8,841.98
0.41
0.00
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104.00
0.01
2.40
8,817.84
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0,00
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105.00
0.01
2.40
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0.41
0.00
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106.00
0.01
2.40
8,769.41
0.41
0.00
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0.41
107.00
0.01
2.39
8,745.13
0.41
0.00
0.00
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0.41
108.00
0.01
2.39
8,720.81
0.41
0.00
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0.41
109.00
0.01
2.38
8,696.45
0.41
0.00
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0.41
110.00
0.01
2.38
8,672.06
0.41
0.00
0.00
0.00
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0.41

111.00
0.01
2.37
8,647.64
0.41
0.00
0.00
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0.41
112.00
0.00
2.37
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0.00
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113.00
0.00
2.36
8,598.73
0.41
0.00
0.00
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0.41
114.00
0.00
2.36
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0.00
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115.00
0.00
2.36
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0.41
0.00
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116.00
0.00
2.35
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0.41
0.00
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0.41
117.00
0.00
2.35
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0.41
0.00
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118.00
0.00
2.34
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0.00
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119.00
0.00
2.34
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0.41
0.00
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0.41
120.00
0.00
2.33
8,426.88
0.41
0.00
0.00
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0.41
121.00
0.00
2.33
8,402.27
0.41
0.00
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0.41
122.00
0.00
2.32
8,377.65
0.41
0.00
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123.00
0.00
2.32
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0.41
0.00
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0.41
124.00
0.00
2.32
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0.00
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125.00
0.00
2.31
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0.41
0.00
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126.00
0.00
2.31
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0.41
0.00
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0.41
127.00
0.00
2.30
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0.41
0.00
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128.00
0.00
2.30
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0.41
0.00
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0.41
129.00
0.00
2.29
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0.41
0.00
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0.41
130.00
0.00
2.29
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0.41
0.00
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0.41
131.00
0.00
2.28
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0.41
0.00
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132.00
0.00
2.28
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0.00
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133.00
0.00
2.27
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0.41
0.00
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134.00
0.00
2.27
8,081.56
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0.00
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135.00
0.00
2.27
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0.00
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136.00
0.00
2.26
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0.41
0.00
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137.00
0.00
2.26
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0.00
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138.00
0.00
2.25
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139.00
0.00
2.25
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0.00
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0.41
140.00
0.00
2.24
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0.41
0.00
0.00
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141.00
0.00
2.24
7,908.54
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0.00
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0.41
142.00
0.00
2.23
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0.41
0.00
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0.00
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0.41
143.00
0.00
2.23
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0.41
0.00
0.00
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0.41
144.00
0.00
2.22
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0.00
0.00
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0.41
145.00
0.00
2.22
7,809.62
0.41
0.00
0.00
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0.41
146.00
0.00
2.21
7,784.88
0.41
0.00
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0.41
147.00
0.00
2.21
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0.41
0.00
0.00
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0.41
148.00
0.00
2.20
7,735.41
0.41
0.00
0.00
0.00
0.00
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0.41
149.00
0.00
2.20
7,710.67
0.41
0.00
0.00
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0.41
150.00
0.00
2.20
7,685.93
0.41
0.00
0.00
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0.41
151.00
0.00
2.19
7,661.20
0.41
0.00
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0.41
152.00
0.00
2.19
7,636.45
0.41
0.00
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0.00
0.00
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0.41
153.00
0.00
2.18
7,611.71
0.41
0.00
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0.41
154.00
0.00
2.18
7,586.97
0.41
0.00
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0.41
155.00
0.00
2.17
7,562.23
0.41
0.00
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0.41
156.00
0.00
2.17
7,537.49
0.41
0.00
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0.41
157.00
0.00
2.16
7,512.74
0.41
0.00
0.00
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0.00
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0.41
158.00
0.00
2.16
7,488.00
0.41
0.00
0.00
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0,00
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0.41
159.00
0.00
2.15
7,463.25
0.41
0.00
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0.00
0.00
0.00
0.41
160.00
0.00
2.15
7,438.51
0.41
0.00
0.00
0.00
0,00
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0.41
161.00
0.00
2.14
7,413.76
0.41
0.00
0.00
0.00
0.00
0.00
0.41
162.00
0,00
2.14
7,389.02
0.41
0.00
0.00
0.00
0.00
0.00
0.41
163.00
0.00
2.13
7,364.27
0.41
0.00
0.00
0.00
0.00
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0.41
164.00
0.00
2.13
7,339.52
0.41
0.00
0.00
0.00
0.00
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0.41
165.00
0.00
2.12
7,314.78
0.41
0.00
0.00
0.00
0.00
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0.41
166.00
0.00
2.12
7,290.03
0.41
0.00
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0.41
167.00
0.00
2.12
7,265.28
0.41
0.00
0.00
0.00
0.00
0.00
0.41
168.00
0.00
2.11
7,240.53
0.41
0.00
0.00
0.00
0.00
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0.41
169.00
0.00
2.11
7,215.79
0.41
0.00
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0.00
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0.41
170.00
0.00
2.10
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0.41
0.00
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0.00
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0.41
171.00
0.00
2.10
7,166.29
0.41
0.00
0.00
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0.00
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0.41
172.00
0.00
2.09
7,141.54
0.41
0.00
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173.00
0.00
2.09
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0.00
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174.00
0.00
2.08
7,092.04
0.41
0.00
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0.41
175.00
0.00
2.08
7,067.30
0.41
0.00
0.00
0.00
0.00
0.00
0.41
176.00
0.00
2.07
7,042.55
0.41
0.00
0.00
0.00
0.00
0.00
0.41