20171567 Ver 1_More Info Received_20180116

Homewood, Sue
From: Andy Petty <[e-mail]>
Sent: Monday, January 15, 2018 8:46 AM
To: Jeff Palmer; Homewood, Sue
Cc: [e-mail]; Justin Milstein
Subject: RE: [External] Re: Center Street Station - Apex
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Sue —
Is the attached what you are looking for?
Thanks!
ANDREW PETTY, PE
associate
CUITyENGINEERING
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
Wk [phone]
fax [phone]
cell [phone]
andvOcurrvena.com
www.currveng.com
Aplease consider the environment before printing this email.
From: Jeff Palmer[mailto:[e-mail]]
Sent: Friday, January 12, 2018 6:25 PM
To: andy(d)curryeng.com
Cc: [e-mail]; Justin Milstein; Sue Homewood
Subject: Re: [External] Re: Center Street Station - Apex
Hi Andy,
Please send Sue Homewood the requested items.
Thank you,
Jeff
Sent from my iPhone
On Jan 12, 2018, at 4:52 PM, Homewood, Sue <sue.homewood@ncdenr.�,ov> wrote:
Hello Jeff,
I have reviewed the project. Can you email me a plan sheet that has the stream/wetland/buffer overlay (as shown
on Sheet -0O2), the impact overlay shown on Sheet C-03 and the stormwater outlet shown on C-08.

Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. Homewood(a)ncdenr.gov
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Higgins, Karen
Sent: Thursday, January 11, 2018 3:10 PM
To: Jeff Palmer <[e-mail]>
Cc: [e-mail]; Justin Milstein <[e-mail]>
Subject: RE: [External] Re: Center Street Station - Apex
Jeff -
The review was started today. If we have any questions, staff will contact you and/or your consultants.
Thanks -
Karen
Karen Higgins
401 & Buffer Permitting Branch Supervisor
Division of Water Resources
Department of Environmental Quality
[phone] office
[e-mail]
https:Hdeg.nc.clov/about/divisions/water-resources/water-resources-permits/wastewater-branch/401 -wetlands-
buffer -permits
512 N. Salisbury Street (Archdale Building), Suite 942-E, Raleigh, NC 27604
1617 Mail Service Center, Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Jeff Palmer[mailto:[e-mail]]
Sent: Thursday, January 11, 2018 2:14 PM
To: Higgins, Karen <[e-mail]>; [e-mail]
Subject: [External] Re: Center Street Station - Apex
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to [e-mail].
Hi Karen and Jennifer,

I am following-up to see if you have had a chance to review the permit application status for Center
Street Station.
Thank you,
Jeff
On Tue, Jan 9, 2018 at 3:44 PM, Jeff Palmer <[e-mail]> wrote:
Hi Karen and Jennifer,
We are the applicant for the Center Street Station project in Apex. We have a wetland permit
application submitted with your office, which I have been told is in the final stages of review.
I am writing to request your best estimate of when you think we should expect a signed permit.
Thank you for your help.
Best regards,
Jeff Palmer
919-699-2191
Shenandoah Homes / Capital Properties of Raleigh

SPOT ELEVATION
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
DRAINAGE SWALE
4.0%
SW=295.40
FG =295.32
400WW SD
XXXXXXX X X X X X X
N/F
LO, WEN KEN
PIN: 0741899865
DB 15618 PG 2664
ZONING: RA
USE: RESIDENTIAL
N/F
GROVES TOWNHOME ASSOC.
PIN: 0741990404
DB 12104 PG 2648
ZONING: PUD-CU
USE: RESIDENTIAL
N/F
SKIP LINE PROPERTIES, LLC
PIN: 0741899209
DB 14039 PG 1413
ZONING: LI-CU
USE: INDUSTRIAL
N/F
EUPHORIA INVESTMENTS, LLC
PIN: 0741896270
DB 14866 PG 1901
ZONING: LI-CU
USE: INDUSTRIAL
N/F
BGH ENTERPRISES, LLC
PIN: 0741893517
DB 9338 PG 951
ZONING: LI-CU
USE: OFFICE
N/F
APEX BIKE SHOP, LLC
PIN: 0742805251
DB 15214 PG 1918
ZONING: MORR-CZ
USE: BUSINESS WWSW490
XXXXXXX X X X X X X
SD
465465 465470
470
475
475
475475
470
475
470
475
480
480
480480
480480490485
490485
485485
WTLD WTLDWT
LD
WTLDWTLD
WTLD
WTLD
WTL
D
WTLD WTLD WTLDWTL
D
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLD
W
T
L
D
WTLDWTLDWTLDWTLD
WTLDWWWWWWWWWWWWW N/F
GROVES TOWNHOME ASSOC.
PIN: 0741990775
DB 12104 PG 2648
ZONING: PUD-CU
USE: RESIDENTIAL
E
X
I
S
T
I
N
G
M
Y
R
T
L
E
G
R
O
V
E
L
A
N
E
(50'

P
U
B
L
I
C

R
/
W
)EXISTINGCENTER STREET (SR 1010)(VARIABLE WIDTH PUBLIC R/W)EXISTINGOLD GROVE LANE(50' WIDTH PUBLIC R/W)WSSMH
RIM ELV:474.95'
8" PVC INV. IN:469.60'
8" PVC INV. OUT:469.10'
RESOURCE
CONSERVATION
AREA (RCA)
88,270 SQFT.
2.03 AC.
HOA COMMON AREA / OPEN
SPACE
RESOURCE
CONSERVATION
AREA (RCA)
6,329 SQFT.
0.15 AC.
RESOURCE
CONSERVATION
AREA (RCA)
3,329 SQFT.
0.08 AC.
45
1890 SF
42
1485 SF
43
1485 SF
44
1485 SF
36
1707 SF37
1757 SF38
1772 SF
41
1788 SF
40
2340 SF
39
1751 SF
33
1485 SF
30
1485 SF
31
1485 SF
32
1485 SF
29
1885 SF35
2578 SF
34
1893 SF
9
2012 SF 10
1648 SF 11
1850 SF 12
2505 SF
24
3286 SF
23
1476 SF
22
1473 SF
21
1469 SF
20
1466 SF
19
1861 SF
18
1855 SF
17
1456 SF
16
1473 SF
15
1517 SF
14
1591 SF
13
2181 SF
25
2327 SF
26
1631 SF
27
1631 SF
28
2037 SF
8
2817 SF
7
1489 SF
6
1485 SF
5
1890 SF
4
1890 SF
3
1485 SF
2
1485 SF
1
1886 SF XXXXXXXXXXTPTP
TP
TP TP TP TP TP TPTP TPTP
TP
TP
TP TP TP TP TP
TP TPTPTPTP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP
TPTPTPTPTPTPTPTPTPTPTPTPWWWWWWWWWWW W W
W
W
W WWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCB#111
CB#104
CB#105
CB#106
SSSSSSSSSSSSSSCB#110
CB#109
CB#103
(DBL)
CB#102
29 LF 24" RCP @ 1.00%
CB#112
CB#107
CB#210 CB#205
107 LF 15" RCP @ 1.00%
CB#204
25 LF 18" RCP @ 1.00%
SDMH#203
51 LF 18" RCP @ 0.50%
CB#211
22 LF 15" RCP @ 1.00%
CB#108
39 LF 15" RCP @ 1.00%
CB#206
44 LF 15" RCP @ 2.30%
CB#207
24 LF 15" RCP @ 1.00%
CB#208
64 LF 15" RCP @ 0.90%
YI#209
41 LF 15" RCP @ 1.02%
CB#101
59 LF 24" RCP @ 1.00%
FES#10066 LF 24" RCP
@ 0.50%
FES#200
19 LF 18" RCP @ 1.00%
RS#301
FES#300
72 LF 15" RCP @ 4.50%
YI#113
29 LF 18" RCP
@ 0.50%
CB#114
113 LF 15" RCP @ 4.91%
CB#115
(DBL)
64 LF 15" RCP @ 6.00%
21 LF 15" RCP @ 6.00%
FES#116
RIM = 490.27
INV OUT = 488.75
43 LF 15" RCP @ 10.00%
19 LF 15" RCP @ 2.00%
YI#212
YI#201
142 LF 18" RCP @ 1.24%YI#202
46 LF 18" RCP @ 6.10%
16 LF 15" RCP @ 2.00%
SDMH#213
10+0011+0012+0013+0013+551
1
1
1
3
1
1
1
1
1
11
1
1
1
1
21
4
5
5
5
8
9
2
1
4
50' TYPE
'A' BUFFER
50' TYPE
'A' BUFFER
10' TYPE
'A' BUFFER
20' TYPE
'A' BUFFER
30'
T
Y
P
E
'A'
B
U
F
F
E
R
20' PUBLIC
UTILITY
EASEMENT
20' HOA
MAINTAINED
PUBLIC ACCESS
EASEMENT
JURISDICTIONAL
STREAM30' ZONE 1 NEUSE
RIPARIAN BUFFER
20' ZONE 2 NEUSE
RIPARIAN BUFFER
R
A
I
N
E
S

M
E
A
D
OW

D
R
I
V
E
OLD GROVE LANE
WET
DETENTION
BASIN
8' ACCESS
10' BERM
3
3
3
20' PUBLIC
STORM
DRAIN
EASEMENT VARIABLE STORM WATER
BMP ACCESS &
MAINTENANCE EASEMENT
2
5
PE=485.25
FFE=487.25
PE=483.50
FFE=485.50
PE=483.50
FFE=485.50
PE=483.50
FFE=485.50
PE=483.50
FFE=485.50
PE=482.50
FFE=484.50
PE=482.50
FFE=484.50
PE=482.50
FFE=484.50
PE=483.83
FFE=485.83
PE=483.83
FFE=485.83
PE=486.83
FFE=488.83
PE=486.67
FFE=488.67
PE=485.33
FFE=487.33
PE=488.83
FFE=490.83
PE=487.50
FFE=489.50
PE=485.25
FFE=487.25
PE=486.83
FFE=488.83
PE=486.83
FFE=488.83
PE=486.83
FFE=488.83
PE=486.83
FFE=488.83
PE=486.83
FFE=488.83
PE=488.83
FFE=490.83
PE=487.50
FFE=489.50
PE=485.33
FFE=487.33
PE=486.67
FFE=488.67
PE=486.67
FFE=488.67
PE=486.67
FFE=488.67
PE=485.83
FFE=487.83
PE=485.83
FFE=487.83
PE=487.17
FFE=489.17
PE=487.17
FFE=489.17
PE=487.17
FFE=489.17
PE=487.17
FFE=489.17
PE=488.50
FFE=490.50
PE=488.50
FFE=490.50
PE=487.17
FFE=489.17
PE=487.17
FFE=489.17
PE=488.50
FFE=490.50
PE=489.83
FFE=491.83
PE=488.50
FFE=490.50
PE=489.83
FFE=491.83
4904854804754
8
5
485
480475
475
480
480
470
485 485490
4852
2
2
1
1
VARIABLE WIDTH PUBLIC
STORM EASEMENT
VARIABLE WIDTH BMP
ACCESS & MAINTENANCE
EASEMENT
VARIABLE WIDTH
PUBLIC STORM
EASEMENT
20' PUBLIC STORM
EASEMENT
TRAPEZOIDAL DRAINAGE SWALE #1
VEGETATION = TURF GRASS
LINING = ECP-2 TURF MAT (BY ACF OR EQUAL)
BASE WIDTH = 1'
MAX SLOPE = 1.6%
SIDE SLOPES = 3:1
MIN. DEPTH = 1'
INSTALL 18" TH. CLASS
"B" RIP-RAP ON SLOPE
RIP-RAP OUTLET PROTECTION NCDOT
CLASS "B" RIP-RAP
L=12', W1=6', W2=8', d=18"
D50=6"
Dmax=9"
RIP-RAP OUTLET PROTECTION NCDOT
CLASS "B" RIP-RAP
L=8', W1=4', W2=5', d=18"
D50=6"
Dmax=9"
RIP-RAP OUTLET PROTECTION NCDOT
CLASS "B" RIP-RAP
L=9', W1=5', W2=6', d=18"
D50=6"
Dmax=9"
20' PUBLIC STORM
EASEMENT
20' PRIVATE
STORM EASEMENT
20' PUBLIC STORM
EASEMENT
PE=488.50
FFE=490.50
PE=488.50
FFE=490.50
PE=483.50
FFE=485.50
PE=483.50
FFE=485.50
STANDARD DOMESTIC 5/8" WATER METER & 3/4" WATER SERVICE. DIRECT TAP WATER
STORM DRAINAGE
GRADING
SIDEWALKS SHALL HAVE MAX 5% LONGITUDINAL SLOPE & 2% CROSS SLOPE AT ADA
CONCRETE CATCH BASIN
CONCRETE STORM DRAINAGE MANHOLE
NOT USED
VEGETATED SLOPE - 3:1 SLOPE - STABILIZE IN 14 DAYS
CONCRETE RISER STRUCTURE
2
3
5
CONCRETE YARD INLET
4
2
1
1
ADA SPACES SHALL HAVE MAXIMUM 2% IN ANY DIRECTION
3
RIP-RAP OUTLET PAD
35' WIDE EMERGENCY SPILLWAY - CONCRETE SILL & RIP-RAP SLOPE PROTECTION
INSTALL CONCRETE PIPE COLLAR AND EXTEND EXISTING STORM DRAIN PIPE
6
7
8
9
CONCRETE FLARED END SECTION
VEGETATED SLOPE - 2:1 SLOPE - STABILIZE IN 7 DAYS4
STORM DRAINAGE TABLE
INLET#
200
201
202
203
204
205
206
207
208
209
210
211
212
TYPE
FES
YI
YI
SDMH
CB
CB
CB
CB
CB
YI
CB
CB
YI
ROADWAY
NONE.
NONE.
NONE.
OLD GROVE LANE
OLD GROVE LANE
OLD GROVE LANE
OLD GROVE LANE
OLD GROVE LANE
OLD GROVE LANE
STORM TO BMP EAST
OLD GROVE LANE
OLD GROVE LANE
NONE.
RIM ELEV
(EOP)
476.33
477.50
481.50
485.10
484.31
484.31
485.47
485.47
485.00
483.80
485.43
485.43
485.80
INV IN
(FROM-SIZE)
474.00
(201-18")
474.29
(202-18")
476.17
(203-18")
477.33
(204-18")
477.39
(208-15")
477.69
(205-18")
478.03
(210-15")
478.15
(206-15")
478.03
(213-15")
479.25
(207-15")
478.06
(209-15")
479.20
(211-15")
478.83
(213-15")
INV OUT
(TO-SIZE)
474.19
(200-18")
476.05
(201-18")
477.24
(202-18")
477.59
(203-18")
477.93
(204-18")
479.15
(205-15")
479.49
(206-15")
477.96
(203-15")
478.48
(208-15")
479.10
(205-15")
479.42
(210-15")
STORM DRAINAGE TABLE
INLET#
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
TYPE
FES
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
YI
CB
CB
FES
ROADWAY
NONE.
STORM TO BMP WEST
STORM TO BMP WEST
OLD GROVE LANE
OLD GROVE LANE
RAINES MEADOW DRIVE
RAINES MEADOW DRIVE
OLD GROVE LANE
OLD GROVE LANE
RAINES MEADOW DRIVE
RAINES MEADOW DRIVE
NONE.
OLD GROVE LANE
OLD GROVE LANE
CENTER STREET
CENTER STREET
NONE.
RIM ELEV
(EOP)
476.33
482.25
481.21
481.21
483.28
486.20
485.48
485.98
484.50
489.76
489.77
491.35
481.64
480.50
490.62
490.20
490.27
INV IN
(FROM-SIZE)
474.00
(101-24")
474.54
(102-24")
475.23
(103-24")
475.62
(112-24")
476.23
(104-18")
476.93
(105-18")
477.05
(108-15")
479.98
(110-15")
479.95
(106-15")
480.90
(107-15")
483.30
(111-15")
483.30
(109-15")
476.41
(113-18")
476.80
(114-15")
482.44
(115-15")
484.47
(116-15")
486.36
(-15")
INV OUT
(TO-SIZE)
474.33
(100-24")
475.13
(101-24")
475.52
(102-24")
476.80
(103-18")
479.70
(104-18")
480.80
(105-15")
482.10
(106-15")
477.44
(104-15")
483.53
(110-15")
483.20
(105-15")
484.68
(110-15")
475.91
(103-24")
476.55
(112-18")
482.34
(113-15")
486.26
(114-15")
488.75
(114-15")NCURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
E N G I N E E R I N G
Curry
T [phone]
F (919) 552-2043205
South Fuquay Avenue
Fuquay-Varina, NC 27526
N C L I C . N O . P -0 7 9 9
SHEET NUMBER:
FILE NO.:
TITLE:
DATE:
PROJECT MANAGER
SEAL:
SEPTEMBER 1, 2017
2016-068
CLIENT:
CIVIL ENGINEER:
REVISIONS DATE
ANDREW PETTY, PE
JURISDICTION
SCALE:
TOWN OF APEX
Z:\PROJECTS FOLDER-ZEBULON\2016\2016-068 CENTER STREET - APEX,NC\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-08 GRADING & DRAINAGE PLAN.DWGPLOTTED: 1/15/2018 8:44 AMSHENANDOAH HOMES
Mark Ward
2840 Plaza Place, Suite 200
Raleigh, NC 27612
Office - 984-200-5540
Mobile - 919-614-7600
[e-mail]
CENTER
STREET
STATION
WAKE COUNTY PIN: 0741-89-7728
PROPERTY OWNER: CYNTHIA & GEORGE HARDIN
1100 CENTER STREET
APEX, NC 27502
CONSTRUCTION DRAWINGS
PROJECT:
ORIGINAL SHEET SIZE:24"x36"YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LA TOWN OF APEX COMMENTS 10/13/17
B TOWN OF APEX COMMENTS 11/8/17
C NCDOT DRIVEWAY COMMENTS 12/22/17
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GRADING &
DRAINAGE PLAN
C-08
GENERAL NOTES:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM
THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND
OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF APEX STANDARD SPECIFICATIONS AND DETAILS.
3.BOUNDARY, TOPOGRAPHIC & UTILITY INFORMATION IS BASED ON SURVEY BY BATEMAN CIVIL SURVEY COMPANY.
4.WETLANDS EXIST ON PROPERTY.
5.RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINAGE, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY
THE US ARMY CORPS OF ENGINEERS AND NCDENR-DWQ.
6.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS
AS WELL AS RESOURCE CONSERVATION AREAS.
7.STORM EASEMENTS SHALL BE CENTERED ON ALL STORM SEWER PIPE LOCATED OUTSIDE OF STREET RIGHT OF WAYS.
8.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. STORM DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE AS
SHOWN ON THE PLANS PER THE EASEMENT DESIGNATION AS PRIVATE OR PUBLIC.
9.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH LESS THAN 2' OF COVER
MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
11.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF MANHOLES (SDMH)
REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER,
EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
12.PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT, FINISHED SUBGRADE ELEVATION IN
OPEN AREAS AND TOP OF RIP-RAP UNLESS OTHERWISE NOTED.
13.CUT/FILL SLOPES SHALL BE GRADED AT 3H:1V UNLESS OTHERWISE INDICATED.
14.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE TOWN OF APEX.
15.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED EQUAL).
16.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING ELEVATION AND
CREATE A SMOOTH TRANSITION.
17.CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
KEYED NOTES:
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Engineering Date
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S & E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation, & Cultural Res.Date
A
B
A