SW8011215_COMPLIANCE_20020409

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW za�"�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
o2C�i'%�%H'iP9
YYYYMMDD

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER: SW8011215
PROJECT NAME: CVS Carolina Beach
DRAINAGE BASIN: CFR '
RECEIVING STREAM: Snow's Cut
Index No.:
SITE AREA 1.66 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIASPHALT
CONCRETE AREAS
OTHER
TOTAL
% IMPERVIOUS, I=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME: S:IWQSIINBASINISW8011215.WK1
DATE: 09-Apr-2002
REVIEWER: nml
CLASS:
If ORW, is site within the 575' AEC? NO
DRAINAGE AREA: 41200 SF
Rational C
10880 1
23835 0.9
2000 0.9
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 23.2
1770
0
25
2950
4248
4248
27
4720
7670
11918
TOP 29
6900
11620
23538
VOLUME 1 DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM
Intensity, i = .33 inches 1 hour
Qr—CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10.min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.27 CFS
0.25 CFS Must be > Or
3039.66 CIF < 23538 CIF
COMMENTS OK
Volume and drawdown are (not) within Design Requirements.

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER:
PROJECT NAME:
DRAINAGE BASIN:
RECEIVING STREAM
Index No.:
SW8011215
CVS Carolina Beach
CFR
Snow's Cut
r.'
SITE AREA 1.66 acres .
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE AREAS
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME: S:IWQSIINBASIN1SW8011215.WK1
DATE: 09-Apr-2002
REVIEWER: nml
CLASS:
If ORW, is site within the 575' AEC? NO
DRAINAGE AREA: 12500': SF
Rational C
11175 0.9
300 0.9
C.
Elev. (ft)
Area, sq ft
Inc. Volume
Acc. Volume
BOTTOM 24
310
0
25
710
510
510
27
2010
2720
3230
TOP 28
2910
2460
5690
VOLUME I DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES 2=
DESIGN VOLUME 25.:CUBIC FEET
TOTAL VOLUME AVAILABLE ;:>;>5691)' CUBIC FEET
STORAGE MET AT ELEVATION 26:20 FEET
TIME TO DRAWDOWN :::36 7 HOURS MUST BE <120
25 YEAR 24 HOUR STORM
Intensity, i = .33 inches 1 hour
Qr= C i A = 0.08 CFS
Qp through the bottom of the basin= 0.04 CFS Must be > Qr
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event = 913.98 CIF < 5690 CF
COMMENTS ok
Volume and drawdown are (not) within Design Requirements.

STORMWATER MANAGEMENT AND
EROSION CONTROL NARRATIVE
For
CVS/pharmacy — Store Number #7345
U.S. Hwy. 421 (Carolina Beach Road) & Dow Road
Alpha Development
5306-1.01 Six Forks Road
Raleigh, NC 27609
.0 �N CARP
0 M....... li ,
9
2FESSIp�`': f
SEAL _
025542 _
;2 •,�*q,
At/.ZS.01
November 2001
Prepared by:
Kimley —Horn and Associates, Inc.
4607 Franklin Avenue
Wilmington, NC 28403
910-792-1040
Project No. 012107000

Storm water Management and Erosion Control Narrative
Project Description
Alpha Development plans to construct a CVS Pharmacy at the southwest corner
of Carolina Beach Road (U.S. Hwy. 421) and Dow Road (N.C. 1573) beginning
in the spring of 2002. The site is currently unoccupied, but was previously
occupied by "4T's" Restaurant (the foundation of the restaurant building and the
gravel parking lot remain).
The total site area is 1.66 acres. The tract is unevenly spaced, with approximately
200' of frontage on U.S. Nwy. 421, and 150' on Dow Road.
The site improvements will include the construction of the following:
• A 10,880-square foot building with drive -through window (two -bays);
• Perimeter sidewalk;
• 72-space asphalt -paved parking spaces
(includes three handicapped spaces);
• Driveway access to U.S. Flwy. 421 (including a new 100' right -(urn lane
with 93' taper);
• Driveway access to Dow Rd. (including 105' left -turn lane, and other
improvements to Dow Rd.)
Other off -site improvements include the termination of Glenn Ave. at a proposed
cul-cle-sac (Glenn Ave. currently terminates at Dow Rd.), and a new right -turn
lane (50' lane with 97' taper) and driveway widening at the adjacent Carolina
Beach Presbyterian Church.
Oil -site stormwater will be collected by five (5) catch basins and will be directed
to two (2) infiltration basins at the west and north sides of the property. The
basins are designed per N.C. Department of Environment and Natural Resources
guidelines for quality control.
The project is located within the limits of the Town of Carolina Beach. The
proposed use is permitted within the current zoning (Highway Business ("HB"))
and will not require any special use permits.
Site Description
The site (1.66 acres) was previously developed as a restaurant with gravel parking
facilities. The remaining building foundation, gravel parking area, and other
facilities will be demolished prior to construction of the CVS. The topography of
the site consists of mostly flat terrain with slopes generally ranging from 0%n to
4%n. Elevations range from approximately 27 MSL to 30 MSL.
Mlpharmacy, #7345 Page 2 of 6
KIIA Project No. 012107000 November 2001

Stormwater Management and Erosion Control Narrative
Stormwater runoff for the previous development apparently drained via sheet flow
to U.S. Hwy. 421. No catch basins or other stormwater collection devices are
currently located on -site. Drainage from Dow Road sheets flows to the roadway
shoulders and drainage from U.S. Hwy. 421 is collected by catch basins located
•within the median.
Soils
The predominant soil type is classified as Kureb sand ("Kr") in the Soil Survey of
New Hanover County (USDA SCS). Kureb sand is described as having very low
organic -matter content in the surface layer, with rapid permeability. The seasonal
high water table (SHWT) ranges from a depth of 7.25' to 8.30' below ground
surface. The permeability is estimated to range from 2.0 to 6.0 + in./hr. (please
see the attached soil report).
Stormwaler Control Devices
The stormwater from the proposed parking lot and drive aisles will be collected in
five (5) catch basins and conveyed to one of two (2) proposed infiltration basins.
The infiltration basins are designed to meet the N.C. Department of Environment
and Natural Resources guidelines for quality control. Because the infiltration
basins do not incorporate a by-pass, it was requested (during an on -site meeting
with Linda Lewis/NCDENR on November 16"') that. the basins capture and
infiltrate the first 2.0 inches of rainfall (versus the standard 1.0 inch).
All piping is RCP, 12" or 15" in diameter. Flared -end sections with rip -rap outlet
protection are used at each of the three discharge points. Curb and gutter is used
around the parking area perimeter to contain all on -site runoff. The stormwater
collection system (i.e., inlets and piping) was designed for the 10-year, 6-hour
storm event and evaluated based on the 50-year storm. Please refer to the attached
infiltration pond and pipe design calculations.
Erosion Control Devices
Erosion control devices have been designed to limit the effects of erosion and
sedimentation for the disturbed area. Devices to be installed are as follows:
Silt Fence — Silt fence will be installed at particular locations as indicated
on the plans to trap and retain sediment on site.
Mlpharmacy, #7345 Page 3 of 6
KIIA Project No. 012107000 November 2001

Stormwater Management and Erosion Control Narrative
Inlet Protection Device — Inlet protection devices, either the filter fabric or
block and stone type, will be installed at all proposed catch basins.
Gravel Construction Entrance —Two (2) will be required as shown on the
plans.
Proposed Site Construction Sequence
1. Obtain all applicable permits prior to mobilization.
2. Install gravel construction entrances.
3. Install inlet protection around existing inlets.
4. Install silt fence and tree protection fence.
5. Clear and grub areas necessary for installation of erosion control measures.
6. Proceed with demolition according to demolition plan.
7. Maintain all erosion control devices throughout demolition and
constrllCtloll.
8. Perform grading operations.
9. Construct permanent Stormwater control measures.
10. Install inlet protection around newly constructed catch basins and drop
inlets.
11. Stabilize and seed all denuded areas and side slopes.
12. Construct new curb and gutter, paving, walks, and pedestrian plaza.
13. Install landscaping and irrigation.
14. Remove temporary sediment and erosion control devices idler construction
is complete and vegetation leas been established.
Mlpharmacy, #7345 Page 4 of 6
KIIA Project No. 012107000 November 2001

Storm water Management and Frosion Control Narrative
Stormwater Management Maintenance Plan
1. Storm drainage pipes and catch basins shall be periodically inspected
(quarterly as a mlmmum) for debris and sand build-up. They shall be
cleaned as necessary to provide for the free conveyance of stormwater as
designed.
2. Annual inspections must be conducted after a storm event to ensure
infiltration performance.
3. Removal and reconstniction of the infiltration basin(s) will be necessary
when the infiltration rate drops to unacceptable levels.
4. Permanent seeding should be maintained on the side -slopes at all limes to
maintain stability of the slopes. The bottom of the basins should be free of
vegetation and cleared as necessary to provide for free infiltration of
stormwater.
5. See the construction plans for additional notes and details.
Erosion Control Maintenance Plan
1. Construction entrance shall be installed and maintained throughout
construction. Stone shall be replaced as necessary provide proper
performance.
2. The general contractor will check for stability and operation of all erosion
control measures following every runoff -producing rainfall. As a
minimum, all erosion and sedimentation control devices shall be checked
no less than once every week. Any needed repairs will be made
immediately to maintain all devices as designed.
3. The sediment traps and rock dams will be cleaned out when the storage
capacity has been approximately 50% filled. Gravel will be cleaned or
replaced when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fencing when it
becomes 6-inches deep at the fence. The fencing will be repaired as
necessary to maintain a sufficient barrier.
CVS/pharmacy, #7345 Page 5 of 6
KIIA Project No. 012107000 November 2001

Stormwater Management and Erosion Control Narrative
5. All seeded areas (including the infiltration basins) will be fertilized, re-
seeded as necessary, and mulched according to the plans and specifications
to maintain a vigorous, dense vegetative cover.
6. See the construction plans for additional notes and details.
Project Address
CVS/pharmacy #7345
901 Dow Road
Carolina Beach, North Carolina
(Corner of U.S. flwy. 421 and Dow Road (southwest quadrant))
Property Owner
Alpha Development
5306-101 Six Forks Road
Raleigh, North Carolina 27609
[phone]
Attn.. Mr. James T. Street f1
Civil Engineerinp,
Kimley-Horn and Associates, Inc.
4607 Franklin Avenue, Suite 227
Wilmington, NC 28403
[phone]
Attn.. Mr. Anthony J. Giacoia, P.E.
K;ICVSICVS - C13WRO)ECr MANAGFMENT�SW EC Najm ive.doc
CVS/pharmacy, #7345 Page 6 of 6
KIIA Project No. 012107000 November 2001

STORMWA TER DESIGN CALCULATIONS
For
CVS/pharmacy
South Seventeenth Street & Glen Meade .Road
Alpha Development
5306-101 Six Forks Road
Raleigh, NC 27609
`,I�Illlillllff�,'
ARO
OAN
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025542
per'.`
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t2-r 9.0/
RECEIVED
DEC 10 2001
nwQ
PRQJ #
May 2001
Prepared by:
Kimley —Horn and Associates, Inc-
4607 Franklin Avenue
Wilmington, NC 28403
910-792-1040
Project No. 012107004

Jon CVS - Carolina Beach
Designed by AIG
Watershed Areas
Subject Infiltration Pond and Pipo Design Job No. 12107000
Dale 03.12,02 Checked by KNA Dala
1 2 3 4 5 6 7 8
9
Sub -Area
Run -oft Volume (2")'
Basin #
INLET
Total Area
IMPERV
PERV
%
LOCATION
SF
ACRES
SF
SF
IMPERV
(CF)
1
8,900
0.204
8,230
670
92%
1,309
#1
2
9,700
0.223
7,750
1,950
80%
1,427
#1
4
12,600
0.287
11,475
1,025
92%
1,839
#2
6
17,700
0.406
16,835
865
95%
2.603
#1
7
4,900
0.112
3,900
1,000
80%
721
#1
TOTAL
533,700' 1.233
1 48,190
5,510 "
90%
7,899
TOTAL (acres) 1,23
IMP (acres) 1.11
PERV acres 0.13
Per NCDENR requirements and discussion with Linda Lewis on -site on
November 16, 2001, collect the runoff from the first 2" of rainfall
2" Runoff Volume (Rv) determined by the Simple Method (Tom Schueler):
Rv = (0.05 + .009 ( % imp.))(2")(1712")(acres)(43,560st1t acre)
Calculate the Composite C value:
Pavement C = 0.90
Grass/Landscape C = 0.20
Composite C = (% impervious){pavement C)+(°%pervious)(landscape C)
Composite C = 0.83
Basin Evaluation
BASIN #1
BASIN #2
TOTAL
Drainage Area (SF)
41,200
12,500
53,700
Impervious Area (SF)
36,715
11,475
48,190
Percent Impervious
92%
90%
_
Required Volume (CF)_
_89%
6,060
1,839
7,899
Infiltration Basin Volumes (Average End Method)
BASIN #1
EL Z Area Volume
(sf)
(cf)
23.20
0.00
1,770.
0
24.00
0.30
2,260
1,612
25.00
1.80
2,950.
4,217
26.00 a
2.80
3.760:
7,572
27.00,
3.80
4,720.
11.812
28 m :,
4.80
5,770 .
17,057
29.00
5.80
6,900:.
23,392
Infiltration Basin Stage and Ora wdown
BASIN #1
K_, (inlhr)
6.0 +!-
1" Volume (CF)
3,030
1' Stage (FT)
1.35
1" Elevation
24.55
1" Drawdown (days)
0.14
2' Volume (CF)
6,060
2" Stage (FT)
2,25
2' Elevation
25.45
2" Drawdown (days)
0.29
3ASIN #2
EL Z Area Volume
(sf)
(cf)
,.24.00
0.00 ;'
310
0
25.00
1.00
710
510
26.00
2.00
1,280
1,505
27.00
3.00
2,010.
3,150
28.60
4.00
2,91 D, "_
5,610
BASIN #2
K_„ (infhr)
2.0 +!-
1" Volume (CF)
920
1" Stage (FT)
1.44
1' Elevation
25.44
1" Drawdown (days)
0.74
2" Volume (CF)
1,839
2" Stage (FT)
2.16
2" Elevation
26A 6
2" Drawdown (days)
1.48

Kirnley-Horn
11/29/2001
and Associates, Inc.
Sheet No.1 of 1
Job
CVS - Carolina Beach
Subject _
InTiltration Pond and Pipe Design Job No.
12107000
Designed by
AJG
Date 11.26.01
Checked by
KNA
Date
Stage -Storage Function Calculation
Area Incr Vol
Accum Vol(S)
Stage (Z)
Elev
In(Z)
[n(S)
Z est.
(sf) (cubic feet)
(cubic feet)
(feet)
(feet)
(feet)
1,770
0
0.00
23.20
0.00
2,260 1,612
1,612
0.80
24.00
-0.223
7.385
0.84
2,950 2,605
4,217
1.80
25.00
0.588
8.347
1.72
3,760 3,355
7,572
2.80
26.00
1.030
8.932
2.66
4,720 4,240
11,812
3.80
27.00
1.335
9.377
3.70
5,770 5,245
17,057
4.80
28.00
1.569
9.744
4.87
6,900 6,335
23,392
5.80
29.00
1.758
10.060
6.16
Stage -Storage - _Basin #1CD _
00
y = 1.3439x + 7.6179
f�//�� R2 = 0.9957
(n
-+- WC
Seriesl
Linear (Seriesl )
-0.5 0.0 0.5 1.0 1.5 2.0
In Z
Determine Stage -Storage Parameters From S = KsZb »> Z = (S/Ks)"b
Linear Regression Analysis (y = a + bx)
b = 1.343900
a = 7.617900 Ks = (ea) = 2034
r = 0.997848 r' = 0.995700
Storm Drainage -CVS - Carolina BeachlST-STOR - Basin # 1

Kimley-Horn
and Associates, Inc.
Job
CVS - Carolina Beach
11/29/2001
Sheet No.1 of 1
Subject Infiltration Pond and Pipe Design Job No. 12107000
Designed by
AJG
Date 11.26.01
Checked by
KHA
Date
Stage -Storage Function Calculation
Area
Incr Vol
Accum Vol(S)
Stage (Z)
Elev
In(Z)
In(S)
Z est.
(sf)
(cubic feet)
(cubic feet)
(feel)
(feet)
(feet)
310
0
0.00
24.00
0.00
710
510
510
1.00
25.00
0.000
6.234
1.02
1,280
995
1,505
2.00
26.00
0.693
7.317
1.92
2,010
1,645
3,150
3.00
27.00
1.099
8.055
2.95
2,910
2,460
5,610
4.00
28.00
1.386
8.632
4A 3
Stage -Storage - Basin #2
10.0 - 00
s W ...lib t as a
9.0
8.0 - " y 1.7183x f 6.1944
7.0 R2 - 0.996$
6.0 IM
(A
5.0 - ..
4.0 - -+- Seriesl
3.0 - R Linear (Series l )
s
2.0 Wes: Y t i
1.0 -=....,--
0.0- x r`
0.0 0.5 1.0 1.5
In Z
Determine Stage -Storage Parameters From S = KsZ' >>> Z = (S/Ks)"'
Linear Regression Analysis { y = a + bx)
b = 1.718300
a = 6.194400 Ks = (ea) = 490
r = 0.998399 rz = 0.996800
Storm Drainage - CVS - Carolina BeacMST-STOR - Basin #2

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���ra4swr�a=xri�nx-
,.t Geotect nERI�ConOStN coon Materials,,.-
SiERVIE _. .... ...,. S, LTD.
Environmental
.p
Date: September 18, 2001 AIL'
To: Anthony Giacoia, PE
Kinley-Horn and Associates, Inc.
Wilmington, Nort�'-Car
From: W. R. (Bill) Dunlop, JrOF
_, LSS
Subject: Seasonal High Water Tablef1iORTM
Proposed CVS Pharmacy Site
Intersection Lake Park Road and Dow Road
Carolina Beach, North Carolina
LCS Project No. 06,9814
Background
At your request we made hand auger borings in two locations for the purpose of
estimating the depth of the seasonal high water table (SHWT). The first boring (SB-1)
was made in the proposed location of the stormwater infiltration pond, the second boring
(SB-2) was made near the northern property boundary, adjacent to the intersection of
Lake Park Road and Dow Road_ Both boring locations were marked on a site plan you
provided. Our findings are presented below.
Hand Auger Boring SB-1
This boring was extended to a depth of about I 1 feet below ground surface (bgs). The
soil texlure to a depth of 122 inches was sand_ The soil texture from 122 inches to 136
inches (termination) was loamy sand. free water was encountered at a depth of 122
inches. The estimated depth of the SHWT is 100 inches (8.3 ft., bgs).
A spodic horizon (organic hardpan) about 7 inches thick was encountered at a depth of 64
inches, bgs. This soil horizon may impede downward water movement slightly. However,
because it was not brittle (cemented) and because the soil layer immediately above it was
brownish yellow (IOYR6/6) with no gray mottles, water movement through it is probably
not impeded significantly.
Hand Auger Boring SB-2
This boring was extended to a depth of about 1 I feet, bgs_ The soil texture to a depth of
122 inches was sand. The soil texture from 122 inches to 136 inches (termination) was
Ioamy sand. Free water was encounter at a depth of 122 inches. The estimated depth of
the SHWT is about 76 inches (6.3 ft., bgs). This is, however, a water table perched above
a well developed spodic horizon found at a depth of 88 inches (7.25 fl., bgs).
P.O. Box 12015, Research Triangle Park, North Carolina 27709 - [phone] Fax [phone] www.ecslimited.com
Offices: Baltimore, MD • Frederick, MD Aberdeen, MD - Chaniilly,VA , Winchester, VA - Fredericksburg, VA - Richmond, VA - Roanoke, VA • Danville, VA
Norfolk, VA • Williamsburg, VA Charlotte, NC - Raleigh, NC - Greensboro, NC - Wilmington, NC • Greenville. SC •Atlanta. GA • Chicago, 1L

Estimated Seasonal High Water Table
CFS Pharmacy, Carolina Beach, NC
Page 2
Estimated Hydraulic Conductivity (K,
The estimated Kai is >6.0 in/hr throughout the soil profile at both boring locations, with
the exception of the spodic horizon encountered in boring S13-2 at a depth of 88 inches_
The estimated K, for that soil horizon is about 2.0 in/hr.
Thank you for allowing us to be of service to you with this important project. If you have
any further questions, please call.
Attachments: Soil Profile Descriptions
Engineering Consulting Services, J ld.

Estimated Seasonallfigh Water Tahle .
CVS Pharmacy, Carolina Yerich, NC
Page 3
Soil Boring SB-1
Depth (in) Color Texture Mottles
0-2
10YR4/1
sand
2-5
10YR5/ 1
sand
5-36
10YR7/1
sand
IOYR611
streaks
3642
IOYR5/8
sand
iOYR3/2,
I OYR4/4
42-52
10YR6/8
sand
IOYR5/6,
pkis.clean
sand
52-57
10YR6/6
sand
IOYR5/6
streaks
57-64
IOYR6/6
sand
10YR4/3
streaks
64-71
1OYR4/4
sand
10YR3/3
71-82
2.5Y5/4,
sand
1 OYR4/4
82-90
IOYR5/4
sand
10YR6/4
streaks
90-100
25Y6/4
sand
100-122
IOYR7/3
sand
122-136+
' 2.5Y6/2
loamy %an
Note:water
saturated
Soil Boring- S13-2
Depth in. Color Texture Mottles
0-15
IOYR4/2
fill with
gravel
15-21
IOYR6/1,
sand
I OYR4/ 1
21-38
IOYR7/1
sand
IOYR6/1
streaks
38-54
IOYR6/6
sand
10YR414
streaks
54-65
lOYR6/4
sand
10YR6/6,
4/4, 313
65-76
2.5Y6/4,
sand
10YR4/3
IOYR5/6
76-88
IOYR516,
sand
313, 6/2
88-96
i0YR3/2
sand
IOYR5/6
96-108
10YR5/4,
sand
I OYR4/4
108-122
IOYR5/6
sand
122-128
2.5Y6/3
loamy sand
Note:
water
saturated
128-136+
2.5Y6/2
loamy sand
Engineering Consulting Services. I td

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1)
11 /23/2016
n
4RI D: R08814-002-001-000
ESQUIRE PROPERTIES LLC
New Hanover County
901 DOW RD N
Parcel
Alt ID
313006.39.1768.000
Address
901 N DOW RD
Unit
City
CAROLINA BEACH
Zip Code
-
Neighborhood
CA067
Class
COM-Commercial
Land Use Code
531-Retail Gen Merchandise
Living Units
Acres
1.6528
Zoning
HB-HB
Legal
Legal Description
Tax District
Owners (On January1st)
(1.65AC) TRACTS 1-5 GEORGE KARTSAKLIS DIV
CB
Owner
ESQUIRE PROPERTIES LLC
City
WI LM I NGTON
State
NC
Country
Zip
28405
THE DATA IS FROM 2016
htip:lletax. nhcgov.comlpt/DataletslPrintDatal etas px?pi n= R 08814-002-001-000&gsp= PR OFI LFALL&taxyear=2016&j ur= N H &ownseq= 0&card= l &roll= R P&Stat... 111

11I231015' `' New Hanover County
OARID; R06814-002-001-000
ESQUIRE PROPERTIES LLC 901 DOW RD N
Commercial
Card
1
Building Number
1
Structure Code/Description
FDS-FDS
Improvment Name
CVS PHARMACY
Units
1
Year Built
2002
Effective Year Built
Grade
B
Class
-
Other Improvements
Other Imp Value
Total Under Roof
10856
Building Factor
1
Percent Complete
%
Percent Good
91 %
Notes
Other Feature Details I 1
Card
1
Int/Ext Line
1
Area
0
Measurement 1
1
Measurement 2
301
Identical Units
1
Summary of Interior/Exterior Data
Card Line Number Section From Floor To Floor Area
1 1 1 01 01 9,445
1 2 1 01 01 1,411
Interior/Exterior Details 1 of 2
Card
1
Line Number
1
Section
1
From Floor
01
To Floor
01
Area
9,445
Use Group
FDS
Class
Physical Condition
G
Construction
5-5
Wall Height
20
Interior Wall
2-2
Air
1-1
Plumbing
0-0
Units
Functional Depr.
Economic Depr,
httpWetax. nhogov.com/pt/D ataletslPri ntDalalet. aspx?pin= RW814-002-001-000&9sp= COM M ERC IAL&taxyear=2016&j ur= N H&ownseq= 0&card=1 &rol l= RP&St... 112

111231Zp1Q `a New Hanover County
Summary of All Other Features
Card Int/Ext Line Area
1 1 0
1 1 0
1 1 0
1 1 0
1 1 0
1 1 0
THE DATA IS FROM 2016
hfp://etax.nhcgov.com/ptIDatalets/PrintDatalet.aspx?pin=R08814-002-001-000&gsp=COMMERCIAL&taxyear=2016&jur=NH&cwnseq=0&card=1&roll=RP&5t 2/2