HomeMy WebLinkAbout03-09 Traffic Impact AnalysisA Traffic Impact Analysis of the
Walgreens at Dairy Corner Place
Located in:
Frederick County, Virginia
Prepared for:
Red Leaf Development
P.O. Box 10655,
Towson, MD 21285
Prepared by:
Patton Harris Rust Associates
End news. Surveyors. Planners. Lcndsccpe Architects.
10212 Governor Lane Blvd, Suite 1007
Williamsport, Maryland 21795
T 301.223.4010
F 301.223.6831
September 04, 2008
OVERVIEW
Report Summary
Patton Harris Rust Associates (PHR +A) has prepared this document to present
the traffic impacts associated with the proposed Walgreens at Dairy Corner Place
development to be located along the southeast quadrant of the intersection of Valley Mill
Road/Dairy Corner Place, south of Route 7 (Berryville Pike), in Frederick County,
Virginia. The proposed development is to include 15,000 square feet of pharmacy and a
10,000 square foot medical office building. Access will be provided via a full access site
driveway to be located along the east side of Valley Mill Road as well as a right in/right out
only site- driveway to be located along south side of Dairy Corner Place. The proposed
development will be built -out over a single transportation phase by the year 2010.
Analyses are provided for existing, 2010 background and 2010 build -out year. Figure 1 is
provided to illustrate the location of the proposed Walgreens at Dairy Corner Place
development with respect to the surrounding roadway network.
Methodology
The traffic impacts accompanying the Walgreens at Dairy Corner Place
development were obtained through a sequence of activities as the narratives that follow
document:
Assessment of background traffic including other planned projects in the area of
impact,
Calculation of trip generation for the proposed Walgreens at Dairy Corner Place
development,
Distribution and assignment of the Walgreens at Dairy Corner Place development
generated trips onto the completed roadway network,
Analysis of capacity and level of service using the latest version of Synchro 7 for
existing and future conditions.
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 1
Vicinity Map: Walgreens at Dairy Corner Place, in Frederick County, VA
A Traffic Impact Analysis of the Walpreens at Dairy Corner Place
Project Number: 15824 1 0
September 04, 2008
Page 2
EXISTING CONDITIONS
PHR +A conducted weekday AM/PM and Saturday mid -day peak hour manual
turning movement counts at the intersection of Route 7 (Berryville Pike) /I -81 SB Ramps,
Route 7 (Berryville Pike) /I -81 NB Ramps/Valley Mill Road, Route 7 (Berryville
Pike)/Martin Lane, Route 7 (Berryville Pike) /Gateway Drive and Valley Mill Road /Dairy
Corner Place. In order to determine the ADT (Average Daily Trips) along the study area
roadway Links, "k" factor (the ratio of PM peak hour traffic volumes to 24 -hour traffic
volumes) of 7.7% was utilized based upon the published Virginia Department of
Transportation (VDOT) 2006 traffic count data.
Figure 2 shows the existing weekday and Saturday ADT as well as weekday
AM /PM peak hour and Saturday mid -day peak hour traffic volumes at key locations within
the study area. Figure 3 shows the existing lane geometry and weekday AM/PM peak
hour and Saturday mid -day peak hour levels of service. Existing condition analysis is
based upon VDOT signal timing. PHR +A has provided Table 1 to show the existing
weekday AM/PM and Saturday mid -day peak hour levels of service and 95 percentile
back of queue for each lane group. All traffic count data and Synchro level of service
worksheets are included in the Appendix section of the report.
A Traffic Impact Analysis of the Wa1¢ reens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 3
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797(1103)110
(24(88011
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
Existing Traffic Conditions
tRit
Saturday ADT
A Traffic Impact Analysis of the Wal¢reens at Dairy Comer Place
Project Number: 15824-1-0
September 04, 2008
Page 4
e](ti)D
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r Figure 3
Signalized
Intersection
LAS= D(C)ICI
0(A)ICI
r
2
0
ICHC)Ct
Signalized J (Insignalized
Intersection Intersection
LOS D(D)IDI Right In/Out Only
tC(o)[D]
4
Signalized
Intersection
LOS C(C)1131
6(c)
Co
v gaaSIC as,
J
n
Existing Lane Geometry and Levels of Service
/1<1
gel(C)C4
Unsignalized
Intersection
1Y
r
Denotes Unsignalized Critical Movement
AM Peak Hour(PM Peak Hour)ISAT Peak Hour]
fChannelized Right turn -lane with 'STOP' condition
(Channelized Right turn -lane with 'YIELD' condition
NOTE: Analysis is based upon VDOT Signal Timing
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824-1 -0
September 04, 2008
Page 5
Intersection
Traffic
Control
Lane Group/
Approach
AM Peak Hour
PM Peak Hour
Saturday Peak Hour
LOS
Back of
Queue
LOS
Back of
Queue
LOS
Back of
Queue
Rouse 7 1 -81 SB
Ramps/Shoney's
Entrance
S
EB /L
C
126.0
B
123.0
B
95.0
EB/T
B
224.0
B
414.0
C
307.0
EB/TR
EB LOS
B
R
C
WB /L
D
25.0
A
25.0
B
25.0
WB/I' -Sane 1
E
395.0
A
54.0
C
234.0
WB/I' -Lane 2
WB /R
A
25.0
A
25.0
A
25.0
WB LOS
D
A
C
NB/LT
1)
28.0
E
75.0
1)
63.0
NB /R
C
25.0
C
36.0
C
25.0
NB LOS
D
D
D
SB/L
0
449.0
F
387.0
0
303.0
SB /LT
F
440.0
F
385.0
0
3110
SB/R
A
25.0
A
25.0
A
25.0
SB LOS
F
F
E
Over II LOS
D
C
C
Rome 7 &1 -81
NB RampsNalley
Mill Road
Signalized
EB /L
C
590
E
188.0
D
109.0
BB/I' -lane 1
D
352.0
C
357.0
C
271.0
EB/T -Lane 2
EB/R
A
66.0
A
113.0
A
28.0
EB LOS
C
C
C
WB /L
C
29.0
C
41.0
B
25.0
WB/I' -Lane 1
D
418.0
E
746.0
E
608.0
WH(FLane2
WB /R
A
25.0
A
25.0
A
25.0
WB LOS
C
D
D
NB /L
0
464.0
F
540.0
E
371.0
NB /I'R
D
273.0
E
245.0
D
165.0
NR LOS
E
F
E
SB /L
E
364.0
E
445.0
E
298.0
SB/LT
E
356.0
F,
454.0
3
297.0
SB /R
A
25.0
A
25.0
A
25.0
SB LOS
D
E
D
Over 11 LOS
D
D
D
Route 7
Gateway Drive
Signalized
EB /L -Lane 1
D
56.0
D
227.0
C
208.0
EBIL -Lane 2
EB/T-Lane I
0
671.0
A
213.0
A
33.0
EB/T-lane 2
ER LOS
C
B
B
WB /LU
D
35.0
E
28.0
D
38.0
WB/I' -lave 1
B
313.0
C
615.0
C
449.0
WB/r -Lane 2
WB /R
A
25.0
A
66.0
A
44.0
WB LOS
13
C
C
SB/1-Lane 1
D
46.0
D
106.0
D
87.0
SB /L -Lane 2
SB/R-Lane 1
A
26.0
A
48.0
A
43.0
SBIR -Lane 2
SB LOS
C
C
B
Over 111.05
C
(2
R
Route 7 Martin
Lane
Unsignalized
EB/T
F,B/TR
WB/T-Lane 1
WB/T -Lane 2
NB /R
Valley Mill Road
Dairy Comer
Place
Unsignalized
EBILTR
C
25.0
C
25.0
C
25.0
WB /LTR
H
25.0
H
25.0
B
25.0
NB /L
A
25.0
A
25.0
A
25.0
NB/TR
SBILTR
A
25.0
A
25,0
A
25.0
Table 1
Walgreens at Dairy Corner Place
Levels of Servi e and Back of Queue (95 Results
Existing Conditions
Assumed 25 feet Vehicle Length
Minimum queue le gh assumed o be 25 feet
BR Eastbound, WR =Westbound. NB Northbound, 50 Suet [Wound
L Left, T:Thru. R: Right
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 6
2010 BACKGROUND CONDITIONS
PHR +A grew the existing traffic volumes (shown in Figure 2) using a rate of 6%
per year through Year 2010. There are no "planned" background developments in the
vicinity of the site.
Figure 4 shows the 2010 background weekday and Saturday ADT as well as
weekday AM /PM peak hour and Saturday mid -day peak hour traffic volumes at key
locations throughout the study area. Figure 5 shows the corresponding 2010 background
lane geometry and AM/PM peak hour and Saturday mid -day peak hour levels of service.
Table 2 is provided to show the 95 percentile back of queue and levels of service for each
lane group during 2010 background conditions. Synchro Levels of service worksheets are
provided in the Appendix section of this report.
A Traffic Impact Analysis of the WalRreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 7
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11521(200)97■f
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0
0
A
SITE
v
4126 Mi t R o
W eekd a l T
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
2010 Background Traffic Conditions
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 8
1
ra
No Scale
r
-PHRA
r Figure 5
Signalized 2
Intersection
N LOS C(C$CI
4 so 13(A)fsl
No Improvements
Required
b
jsInt er elize.
intersectlorn
OSC(C) C
F
S� G
p. Signalized 3
Intersection
LOS U(E)IEI
4,B(CIID1
r
tr
"Suggnter]
Improvement"
WB I Thru
NB I Left
SB 1 Left
Unsignalieed
Intersection
Right In/Out Onl
No Improvements
Required
J2 SITE
4
ERB
Signalized
Intersection
LOS B(BACI
No Improvements
Required
5
7.
�m�
sCi(C1C 4
•ICI
2010 Background Lane Geometry and Levels of Service
Unsignalized
Intersection
3 B(B)llr
No Improvements
Required
Denotes Improvements
Denotes Unsignalized Critical Movement
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
fChanneIized Right turn -lane with 'STOP' condition
f Channelized Right turn -lane with 'YIELD' condition
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 9
Intersection
Traffic
Control
Lane Gr up/
Approach
AM Peak Hour
PM Peak Hour
Saturday Peak (lour
LOS
Back of
Queue
LOS
Back of
Queue
LOS
Back of
Queue
Route 7 1 -81 SB
Ramps /Shoney's
Entrance
Si lined
gnu
EB/L
0
244.0
E
366.0
D
2040
EB/f
C
265.0
C
482.0
B
317.0
EB/TR
EB LOS
C
C
C
WB /1,
B
25.0
B
25.0
A
25.0
WB/f -Lane)
C
383.0
B
220.0
A
119.0
WB/T -Lane 2
WB/R
A
25.0
A
25.0
A
25.0
WB LOS
B
A
A
NB /LT
D
27.0
E
73.0
E
70.0
NB /R
C
25.0
C
35.0
C
27.0
NB LOS
C
D
D
SB /L
E
444.0
E
285.0
E
382.0
SBILT
E
457.0
E
282.0
E
385.0
SB/R
A
25.0
A
25.0
A
25-0
SB LOS
D
D
D
Over
11 LOS
C
C
C
Route
NB Ramps/Valley
Mill Road
Signalized
EB/L
E
111.0
E
227.0
F
221.0
EB/f -Lane 1
D
582.0
C
5010
C
341.0
013/T-Lane 2
EB/f -Lane3
013/R
A
25.0
A
25.0
A
25.0
EB LOS
C
C
C
WB /L
D
31.0
E
94.0
D
91.0
WB/T-Lane 1
C
193.0
C
353.0
B
313.0
WB/T -lane 2
WB/T-Lane
WB /R
A
25.0
A
25.0
A
25.0
WB LOS
B
C
B
NB/L-Lane 1
C
148.0
E
174.0
D
144.0
NB/L-Lane 2
NB/TR
E
289.0
D
216.0
E
220.0
NB LOS
D
D
D
SB/L-Lane 1
E
284.0
E
250.0
D
206.0
SB/L-Lane 2
SBIr
D
85.0
D
174.0
D
96.0
513/R
A
25.0
A
25.0
A
25.0
SB LOS
D
D
D
Over 11 LOS
C
C
C
Route 7
Gateway Drive
Signalized
FB/L-Lane 1
D
55.0
D
155.0
C
187.0
EB /L -Lane 2
EB/C -lent 1
A
151.0
A
206.0
A
202.0
EB/T -Lane 2
EB LOS
A
A
B
W0/LU
E
38.0
E
27.0
E
43.0
WB/1' -level
B
288.0
C
566.0
D
730.0
WB/f -Lane 2
WB/R
A
25.0
A
40.0
A
68.0
WB LOS
It
B
C
SB/L-Lane 1
D
55.0
E
112.0
E
143.0
SB/L-Lane 2
SB/R-Lane 1
B
31.0
B
52.0
B
56.0
SB/R -Lane 2
SB LOS
C
C
C
Over 11 LOS
B
B
C
Route 7 Martins
Lane
Unsignalized
EB/f
EB/I'R
WB/GLane 1
WB/f -Lane 2
NB /R
Valley Pike
Dairy Corner
Place
Unsignalized
EB/LTR
C
25.0
C
25.0
C
25.0
WB /LTR
B
25.0
B
25.0
B
25.0
NB /1.
A
25.0
A
25.0
A
25.0
NB/TR
A
25.0
A
25.0
A
25.0
SB /LTR
A
25.0
A
25.0
A
25.0
Table 2
Walgreens at Dairy Corner Place
Le els of Servi e and Back of Queue (95 Results
2010 Background Conditions (w/ assumed Improvements)
Assumed 25 feet Ve ide Length
Minimum queue le gth assumed to be 25 feet
ER Rosamund, WB Westbound, NB Northbound, SIi Southbound
L: Led. T:Thm, R: Right
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 10
ITE
Code
Land Use Amount
In
AM Peak Hour
Out Total
In
PM Peak Hour
Out Total
ADT
In
Sat Peak Hour
Out Total
ADT
720
881
Mad/Dental Office Bldg 10000 SF
Pharmacy wl DT 15,000 SF
Sub -Total
Parr -by Trips 40% (Code 881)
Total "New" Tripe
20
23
42
8
34
5
17
22
8
14
25
40
65
86
49
IB
63
73
26
47
27
66
93
26
67
37
129
11.6
52
115
194
4322
1,516
529
987
21
59
80
24
56
16
59
74
24
51
36
118
154
47
107
90
1322
1,412
529
983
TRIP GENERATION
PHR +A determined the number of trips entering and exiting the site using
equations and rates provided in the 7 Edition of the Institute of Transportation Engineers'
(ITE) Trip Generation Report. Table 3 is provided to summarize the total trip generation
associated with the proposed development.
2010 BUILD -OUT CONDITIONS
Table 3
Walgreens at Dairy Corner Place
Trip Generation Summary
TRIP DISTRIBUTION AND TRIP ASSIGNMENT
The distribution of trips was based upon local travel patterns for the roadway
network surrounding the proposed site. PHR+A utilized the trip distribution percentages
shown in Figure 6 to assign the proposed Walgreens at Dairy Corner Place development
trips (Table 3) throughout the study area roadway network. Figure 7 shows the
development generated AM/PM peak hour and Saturday mid -day peak hour trips and ADT
assignments.
The Walgreens at Dairy Corner Place assigned trips (Figure 7) were added to the
2010 background traffic volumes (Figure 4) to obtain 2010 build -out conditions. Figure 8
shows the 2010 build -out weekday and Saturday ADT as well as weekday AM/PM peak
hour and Saturday mid -day peak hour traffic volumes at key locations throughout the study
area network. Figure 9 shows the respective 2010 build -out lane geometry and weekday
AM/PM peak hour and Saturday mid -day peak hour levels of service. Table 4 shows the
95 percentile back of queue and levels of service for each lane group during 2010 build
out conditions. All Synchro levels of service worksheets are included in the Appendix
section of this report.
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1-0
September 04, 2008
Page 11
r
Trip Distribution Percentages
A Traffic Impact Analysis of the Wal➢reens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 12
Pia
j
JlL r
-PHRA
r Figure 7
■119)>1
4■
r
fi t
f [36 (-u)a.ni
[Jfi1pJ)10■n
i L
.0. 1 713506 1)
Up51t161
I I(
yl
4#0.1 0 ,1)9M
R
Weeltdddday$A
Development- Generated Trips Assignment
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
A Traffic Impact Analysis of the Walgreens at Dairy Corner Place
Project Number: 15824 -1-0
September 04, 2008
Page 13
Any
54110
MEI
[19611269)1961 1 f
19201(1204)737
1261(19)6
16266
168
N=1.490(597)1
8811(101[1)18931
/"11(2811421
(15211200)92
18991(1029)1098.
63491(43
tis 259(450131
4Is 891(12271111991
44(133)11161
SITE
No Scale
-P RA
r Figure 8
WeekdayiAD,
Saturday ADT
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
2010 Build -out Traffic Conditions
A Traffic Impact Analysis of the Walereens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 14
Un I e ne
inItt
Intersec
ignalized
No Scale
No Improvements
Required
P
r Figure 9
2
se
B(C)IRI
Signalized 2 Signalized
Interaction g Intersection
LOS. C(C)lill a LOS= D(E)ID1
V j �B(o Al m y r
Y I I 1V
-s S
"Suggested
Improvements'
Wn I Thnt
NB I Len
SP I Left
SITE
3
Unsignalized
Intersection
Night In/Out Only
No Improvements
Required
Ar io Roan
4
A Traffic /mnact Anal),
Signalized J
Intersection
LOS= B(B)ICI
No Improvements
Required
Ell
Denotes Improvements
Denotes Unsignalized Critical Movement
AM Peak Hour(PM Peak Hour)[SAT Peak Hour]
(TChannelized Right turn -lane with 'STOP' condition
tChannelized Right turn -lane with 'YIELD' condition
2010 Build -out Lane Geometry and Levels of Service
Unsignalized
Intersection
i e BIRIII Y
No Improvements
Required
of the Walereens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04. 2008
Page 15
Ink rvlion
Traffic
Control
Lane Gr up/
Approach
AM Peak Hour
PM Peak Hour
Saturday Peak Hour
LOS
Bark of
Queue
LOS
Back of
Queue
LOS
Back of
Queue
Route 7 1 -81 SB
Ramps /Shaney'e
Entrance
Signalized
ER /I,
E
267.0
0
376.0
C
158.0
EBR
C
306.0
C
491.0
B
325.0
EB /TR
ER LOS
C
C
C
WBIL
B
25.0
0
25.0
A
25.0
WB -Lane l
C
377.0
B
241.0
A
170-0
WB/T-Lane 2
WB /R
A
25.0
A
25.0
A
25.0
WB LOS
B
A
A
NB/LT
E
32.0
E
73.0
E
70.0
NB /R
C
22.0
C
35.0
C
27.0
NB LOS
D
D
SB /L
E
437.0
E
291.0
E
293.0
SB /LT
E
448.0
E
286.0
E
295.0
SB /R
A
35.0
A
25.0
A
25.0
SB LOS
D
D
D
Overall LOS
C
C
B
Route 701 -81
NB Ramps/Valley
Mill Road
Signe d
EB /L
E
116.0
E
254.0
F
216.0
EB/f -Lane 1
C
501.0
D
542.0
C
424.0
EBfr -lane 2
EB/R
A
25.0
A
38.0
B
202.0
ER LOS
C
C
C
WB/I,
D
55.0
E
160.0
D
130.0
WB/T-Lane 1
B
154.0
C
351.0
8
272.0
WIRT -lane 2
WB/r -Lane 3
WB/R
A
25.0
A
25.0
A
25.0
WB LOS
B
C
B
NB/L -Lana 1
C
145.0
D
186.0
C
136.0
NB /L -Lwc2
NB/ER
E
310.0
E
257.0
E
228.0
NB LOS
D
D
D
SB/L-Lane 1
E
295.0
E
260.0
D
206.0
SB/L-Lane 2
5811
E
120.0
E
227.0
P
149.0
SR/R
A
25.0
A
25.0
A
25.0
SR LOS
D
D
D
Overall LOS
C
C
C
Route 7
Gateway Drive
Signalized
EB/L-Lane 1
D
78.0
D
158.0
C
155.0
EB/L -Lane 2
EB /I -Land
A
149.0
A
212.0
A
194.0
EB/T -Lane 2
EB LOS
A
A
A
WB/LU
E
44.0
E
27.0
E
41.0
WB? -loot 1
8
360.0
C
583.0
C
621.0
WB/1' -Lane 2
WB /R
A
25.0
A
41.0
A
57.0
WB LOS
R
R
C
SBIL -Lave 1
E
62.0
E
122.0
E
124.0
SB/L, la0e 2
SB /RLmm 1
B
32.0
B
53.0
B
51.0
SB/R -Lane 2
SB LOS
0
C
C
Over- 11 LOS
R
B
C
Route 7 Martins
Lane
Unsignalized
EMT
ER/TR
W8La
r1 ne 1
WBm -Lane 2
NB /R
Valley Pike
Dairy Comer
Place
Unsignahzed
ER/LTR
C
25.0
D
25.0
D
25.0
WR/LTR
B
25.0
B
25.0
C
25.0
NB/L
A
25.0
A
25.0
A
25.0
NB/ R
A
25.0
A
25.0
A
25.0
SB/LTR
A
25.0
A
25.0
A
25.0
Valley Mill Road
Site-
Driveway/42
Unsignalizc
WB /LR
B
25.0
B
25.0
B
25.0
NB/LR
SB/LT
A
25.0
A
25.0
A
25.0
Dairy Comer
Place le-
DrivcwayNl
R.ghl
In/Right Out
0B ?R
WR/r
NB /R
Table 4
Walg eons at Dairy Corner Place
Levels of Servi e and Back of Queue (95 Results
2010 Build -out Conditions (w/ assumed Improvements)
Assnn 01 25 feu Vebicle Length
Minimum queue le gth assumed m he 25 fect
EP iastbound. W8= Weatbot 4NB= Northbound, SB= Southbound
L: Lett, T'.Tluu, R: Right
A Traffic Impact Analysis of the WalRreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 16
CONCLUSION
Based upon Synchro analysis results, assuming the suggested improvements as
shown in Figure 9, all the study area intersections associated with the proposed Walgreens
at Dairy Corner Place will maintain overall level of service "C" or better during 2010
build -out conditions. The following describes the improvements suggested for the study
area intersections to maintain acceptable levels of service "C" or better during 2010 build
out conditions:
Route 7 (Berryville Pike)/I -81 SB Ramps: No improvements are required.
Route 7 (Berryville Pike)/I -81 NB Ramps/Valley Mill Road: This intersection will
require improvements of a westbound through lane, a northbound left -tum lane and a
southbound left -turn lane. (The aforementioned improvements are also necessary
without the proposed Walgreen at Dairy Corner Place development).
Route 7 (Berryville Pike)/Martin Lane: No improvements are required.
Route 7 (Berryville Pike) /Gateway Drive: No improvements are required.
Dairy Corner Place /Site- Driveway #1: This is a new unsignalized right in /out only
intersection.
Valley Mill Road /Site Driveway #2: This is a new unsignalized intersection.
NOTE: Funding source for the aforementioned improvements have yet to be identified.
The applicant will work with VDOT /County to accommodate pedestrian and
bicycle facilities adjacent to the site.
A Traffic Impact Analvsis of the Walcreens at Dairy Corner Place
Project Number: 15824 -1 -0
September 04, 2008
Page 17