HomeMy WebLinkAbout04-05 Impact Analysis (2)IMPACT ANALYSIS STATEMENT
SENSENY VILLAGE REZONING
Redbud District Magisterial District
Frederick County, Virginia
Tax Parcel 65- ((A)) -49B and 65- ((A)) -55
68.6 Acres
November 22, 2004
Applicant:
Current Owners:
Contact Person:
Taylor Grace, LLC
Hazel C. Lambert
BGW, Incorporated
Evan A. Wyatt, AICP
Greenway Engineering
151 Windy Hill Lane
Winchester, VA 22602
540- 662 -4185
J
Greenway Engineering
SENSENY VILLAGE REZONING
INTRODUCTION
This report has been prepared for the purpose of assessing the impact on Fredrick County
by the proffered rezoning of two parcels comprising a total of 68.6- acres, a 50 -acre parcel
owned by Hazel C. Lambert and an 18.6 -acre parcel owned by BGW, Incorporated.
Taylor Grace, LLC is the contract purchaser of both parcels and the rezoning applicant.
The subject properties are accessed from Senseny Road (Route 657) via both Rossum
Lane (Route 736) and a previously planned connection from Twin Brook Circle (Route
867) to Glenridge Drive (Route 868). The current zoning of the 18.6 -acre parcel is RP,
Residential Performance District (un- proffered) and the applicant intends to retain this
designation and place conditional zoning proffers upon the property. The current zoning
of the 50 -acre parcel is RA, Rural Areas District. The applicant proposes to rezone the
50 -acre Lambert parcel to RP, Residential Performance District for the purpose of
combining with the adjoining 18.60 -acre BGW, Incorporated property and developing a
residential subdivision. The development consists of a total build out of 285 residential
units (145 single -famil de and 140 townhouse dwelling units) by year 2008.
Please refer to e attached Proposed Zoning Map LTilb t. V
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Basic information
Location: South of Rossum Lane (Route 736),
and Twinbrook Circle (Route 867)
Magisterial District: Redbud
Property ID Numbers: 65- ((A)) -49B and 65- ((A)) -55
Current Zoning:
Current Use: Residence and unimproved
Proposed Use: 285 residential units
Proposed Zoning: RP, Residential Performance District
Total rezoning area: 68.6 -acres
File #3924/EAWajc
November 22, 2004 Senseny Village Rezoning
RP, Residential Performance District and RA, Rural
Areas District
2
Greenway Engineering
COMPREHENSIVE PLAN
The proposed site is being developed in conformance with the Land Use policies of the
Comprehensive Policy Plan. The subject area is within the Urban Development Area
(UDA) and Sewer and Water Service Area (SWSA). The Comprehensive Policy Plan
states suburban residential land use will occur in the UDA.
ana 7 Lew-.-
A. SUITABILITY OF THE SITE
Access
Tax parcels 65- ((A)) -49B and 65- ((A)) -55 are accessible from Senseny Road (Route 657)
via Rossum Lane (Route 736), which currently terminates in a cul -de -sac at the northwest
corner of the subject property. Rossum Lane is to be extended into the property as a
VDOT maintained street. Access is provided from Senseny Road via Twinbrook Circle
(Route 867) to Glenridge Drive (Route 868). This access point off Glenridge Drive
utilizes a platted inter parcel connection .that was established to provide access to the
BGW, Incorporated property. c c vt.dj t th- s
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Flood Plains ot...-Caa2
The subject site is located on the FEMA NFIP map #510063-0120-B. The entire subject
property is located "Zone C The FEMA NFIP map identifies "Zone C" as "area outside
the 100 -year flood plain".
Wetlands
The County GIS database identifies one wetland area on the 50 -acre parcel, which is a
manmade impoundment. The existing pond will be drained and filled. A detailed
wetlands delineation study will occur on the subject property subsequent to rezoning
approval and will be identified as a component of the Master Development Plan.
Steep Slopes
There are no steep slopes (50% or greater) on the subject site /n
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Mature Woodlands
Woodland areas exist on the subject property, as well as open fields and scrub brush. It is
anticipated that these areas will be impacted by the future development of road systems,
utility infrastructure and residential structures. The master development plan for Senseny
Village will meet the requirements of the County ordinance that was adopted by the
Board of Supervisors in April 2003. The master development plan and subsequent
Subdivision Design Plans for the subject property site will comply with these standards.
Dr/Cro P oinAn•k
3
File #3924IEAWaje
November 22, 2004 Senseny Village Rezoning
Greenway Engineering
Soil Types
The Soil Survey of Fredrick County, published by the USDA Soil Conservation Service
was consulted to determine soil types contained in this tract. The subject site is located
on map sheet number 37, and contains the following soil types:
1C Berks Channery silt loam
3B Blairton silt loam
9B Clearbrook Channery silt loam
41D Weikert -Berks Channery silt loam
41E Weikert-Berks Channery silt loam
Table 5 on page 123 of the Soil Survey of Frederick County identifies 3B Blairton silt
loam as prime farmland soils. The first four soil types are identified as gently sloping to
moderately steep, shallow and moderately deep, well drained soils that have a medium
textured or fine textured subsoil. The last, 41E, is moderately deep, steep and very steep,
well drained soils on side slopes and ridges.
B. SURROUNDING PROPERTIES
Adjoining property zoning and present use:
C. TRANSPORTATION
The subject properties are accessible from Senseny Road (Route 657) via both Rossum
Lane (Route 736) and Twin Brook Circle (Route 867) to Glenridge Drive (Route 868).
Senseny Road is identified as a major collector road and has excellent sight distance to
the east and west at the Senseny Road intersections of both Rossum Lane and Twin
Brook Circle. Channing Drive, approximately a mile to the west, will be completed to
connect to Route 7.
File #3924 /EAWajc
North: Zoned Residential Performance (RP) District
South: Zoned Rural Areas (RA) District
East: Zoned Residential Performance (RP) District
Zoned Rural Areas (RA) District
West: Zoned Residential Performance (RP) District
A
November 22, 2004 Senseny Village Rezoning
4
7 -15 slopes
2 -7 slopes
2 -7 slopes
15 -25 slopes
25 -65 slopes
Use: Residential
Use: Unimproved
Use: Residential
Use: Unimproved
Use: Residential
3 7
-o
Greenway Engineering
A traffic impact analysis (TIA) has been prepared for the Senseny Village community by
Patton Harris Rust, which is dated November 19, 2004 and included as a component of
the Impact Analysis Statement. The TIA assumes the total build out of 285 residential
units (145 single family /140 town Ttouse) as a single transportation phase by year 2010.
The TIA provides for a Level of Service (LOS) analysis for AM and PM peak hour traffic
e V volumes, as well as Average Daily Trip volumes for existing, background and build out
1/ TC conditions. The TIA studies Senseny Road and its intersections with Twinbrook Circle,
CIAPgj Rossum Lane, and Greenwood Road.
The TIA concludes the traffic impacts associated with the proposed Sensenv Village are
acceptable and manageable. All intersection, enseny Road/Twinbrook Circle,
will maintain levels of service of "C" or better during 1 0 build -out con.itions. he
signal warrant analysis indicates signalization is not warranted at Twinbrook Circle. The
applicant is proffering (A) a monetary contribution with a potential maximum amount of
1.145 million dollars for Senseny Road improvements and/or the proposed Route 37
Bypass, (B) right turn lanes on Senseny Road at Rossum Lane and Twinbrook Circle, (C)
improvements to Rossum Lane, and (D) two points of access to Senseny Road for all lots
within Senseny Village.
D. SEWAGE CONVEYANCE AND TREATMENT
November 22, 2004 Senseny Village Rezoning
xcept
The subject property is located within the Urban Development Area (UDA) and the
Sewer and Water Service Area (SWSA) boundaries. Existing 12" and 8" sanitary sewer
mains are located on this property as is the Burning Knolls 1 Pumping Station. The
Frederick County Sanitation Authority (FCSA) has a sewer transmission line that directs
sewage effluent to the 15" Hogue Run Sewer Interceptor, which flows to the Parkins Mill
Wastewater Treatment Facility. This treatment facility has a hydraulic capacity of 2.0
MGD, which is currently operating at approximately 75% capacity. The FCSA has
approved a plan to expand the capacity of the Parkins Mill Wastewater Treatment
Facility to at least 3.0 MGD, which is anticipated to be complete in 2007. A second
expansion phase is contemplated to increase the capacity of the Parkins Mill Wastewater
Treatment Facility to between 4.0 -5.0 MGD. At this time, this phase is contemplated to
be complete by 2010. The on -site sewer infrastructure required to convey effluent to the
treatment facility will be developed by the applicants to standards acceptable to the
FCSA for future operation and maintenance, including the construction of a regional
pump station.
The impact of rezoning the subject property can be based on comparable discharge
pattems of 225 GPD for residential use. The figures below represent the impact that the
total build out of the proffered 285 residential units (145 single family /140 townhouse)
will have on the sewage conveyance and treatment systems.
File #3924 /EAWajc
Q 225 GPD per household
Q 225 GPD x 285 residential units
Q 64,125 GPD projected at total residential build out
5
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Greenway Engineering
November22, 2004 Senseny Village Rezoning
The proposed rezoning is projected to increase flows to the Parkins Mill Wastewater
Treatment Facility by 64,125 GPD at total build out. The applicants' have proffered to
develop the Senseny Village community through a phased plan, which limits the number
of building permits that can be obtained on an annual basis. This phasing plan limits
development to a maximum of 70 -75 residential lots through calendar year 2008, when
the Parkins Mill Wastewater Treatment Facility hydraulic capacity is anticipated to be 3.0
MGD. Therefore, it is projected that Senseny Village will utilize 64,125 GPD of the
available 3.0 MGD of capacity, which represents 2% of the capacity in year 2007 at build
out of the Senseny Village community. Adequate capacity for sewage conveyance and
treatment will be available throughout the development of the Senseny Village project as
a result of the infrastructure improvements provided by the applicants and the FCSA.
E. WATER SUPPLY
The subject property is located within the Urban Development Area (UDA) and the
Sewer and Water Service Area (SWSA) boundaries. Water is readily available to the
subject development through the extension of existing lines on adjacent properties. The
Frederick County Sanitation Authority (FCSA) has an 8" water line along Rossum Lane
and an 8" water line is stubbed at the subject property line along the undeveloped street
right -of -way off Glenridge Drive. Water service will be provided from the James H.
Diehl Water Filtration Plant and the North Water Filtration Plant. These systems
currently provide approximately 6 MGD. The on -site water infrastructure required to
convey potable water to the proposed residential lots in the Senseny Village community
will be developed by the applicants to standards acceptable to the FCSA for future
operation and maintenance. 7
The impact of rezoning the 68.6 -acre site can be based on comparable water usage of 275
GPD for residential use. The figures below represent the impact that the total build out of
the proffered 285 residential units (145 single family /140 townhouse) will have on the
water supply and treatment systems.
File #3924/EAWajc
Q 275 GPD per household
Q 275 GPD x 285 residential units
Q 78,375 GPD projected at total residential build out
The projected water usage for the proposed rezoning is 78,375 GPD at total build out.
This projection represents approximately l% of the unutilized capacities at the James H.
Diehl Water Filtration Plant and the North Water Filtration Treatment Plant. Therefore,
the available water source and infrastructure is adequate to accommodate the capacity
needs of the proposed 68.6 -acre residential development at total build out.
Y/J
6
Greenway Engineering
F. DRAINAGE
November 22, 2004 Senseny Village Rezoning
The dominant drainage pattern for the 68.6 -acre site is to the east, running along the
southern parameter of 65- ((A)) -55 and through the central portion of 65- ((A)) -49B
through an unnamed tributary that drains to the Opequon Creek. Senseny Village will be
designed with curb and gutter Tined streets, which will convey storm water through an
underground storm sewer system. Storm water management will be designed in
accordance with all applicable state and local storm water management requirements and
erosion and sedimentation control requirements. The design of the stormwater
management system will occur during the subdivision design process, and will require
approval by the Frederick County Engineer and the Virginia Department of
Transportation. Mr0 1 AI I t
G. SOLID WASTE DISPOSAL
The impact on solid waste disposal facilities can be projected from an average annual
residential consumption of 5.4 cubic yards per household (Civil Engineering Reference
Manual, 4` edition). The following figures show the increase in average annual volume
based on the 285 residential units (145 single family /140 townhouse) that is projected to
develop over a 4 -year period:
The Municipal Solid Waste area of the Regional Landfill has a current retraining
capacity of 13,100,000 cubic yards of air space. The projected 4 -year build out of the
subject site will generate on average 269 tons of solid waste annually. This represents a
0.13% increase in the annual solid waste received by the Municipal Solid Waste area of
the Regional Landfill, which currently averages 200,000 tons per year, which can be
accommodated by this regional facility. The townhouse portion of Senseny Village (140
units) will be provided with community dumpsters; therefore, tipping fees will be
received by the Regional Landfill to mitigate approximately 50% of the impacts of solid
waste disposal by the Senseny Village community.
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H. HISTORICAL SITES AND STRUCTURES ah
The Frederick County Rural Landmarks Survey does not identify any existing structures
on or near the subject property as potentially significant. Furthermore, there are no
structures in the vicinity that qualify for the national or state register of historic places,
nor does the subject site fall within core battlefield area boundaries or areas that would
potentially qualify as historic districts.
File #3924 /EAWajc
AV 5.4 Cu. Yd. per household
AV 5.4 Cu. Yd. x 285 households
AV 1,539 Cu. Yd. at residential build out, or 1,077 tons /yr at build out
Greenway Engineering
I. IMPACT ON COMMUNITY FACILITIES
The Frederick County Capital Facilities Fiscal Impact Model has been prepared for the
proposed rezoning of the subject property based on a proffered 285 residential units (145
single family /140 townhouse). The results of the Capital Facilities Fiscal Impact Model
identify that the build out of the Senseny Village community will create a negative fiscal
impact of $8,987.00 for each residential unit.
The applicants' proffer statement provides a monetary contribution to Frederick County
in the amount of $10,000.00 for each detached single- family residential unit and $8,000
for each townhouse residential unit, to mitigate the fiscal impacts to County services.
Furthermore, as outlined in the Transportation Section of this report, the applicants'
proffer statement provides an additional 1.145 Million Dollars ($5,000.00 for each
detached single- family residential unit and $3,000 for each townhouse residential unit) to
be used for land acquisition and construction improvements to Senseny Road and /or the
proposed Route 37 Bypass. Therefore, the monetary contributions provided for in the
applicants' proffer statement adequately mitigate impacts to capital facilities costs and
transportation impacts associated with this project.
File #3924/EAWajc
November 22, 2004 Senseny Village Rezoning
15—
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OUTPUT MODULE
APPLICANT:
LAND USE TYPE
REAL EST VAL
FIRE RESCUE
Fire and Rescue Department
Elementary Schools
Middle Schoofs
High Schools
Parks and Recreation
Pubrlc Library
Sheriffs Offices
Administration Building
Other Miscellaneous Facilities
Sweeny VUlage
RP ReeidenUa
128,823,500
4
SUBTOTAL
LESS: NET FISCAL IMPACT
NET CAP. FACILITIES IMPACT
Project Description:
Net Fiscal Impact
Casts of Impact Credit:
Required (entered In
Capital Facilities car sum only)
5227,755
$1,098.857
1568,384
$571,097
8393,456
368,402
140,483
$51,953
$86.251
83,486,682
550
Due to changing conditions associated with development in the County, the results of this
Output Module may nc4 be valid beyond a period of 90 days from the model run data.
Credits to be Taken for Future Taxes Paid (NPV)
Cur. Budget Cur. Budget Cep. Future CIP/
Oper Co Equip Expend/Debt S. Taxes, Other
$177,493 1861,620
$36,881
$71,058
8285,442
10
$78,463
5940,084
Total Potential
Tax Credits
JUrradiusred)
$0 30
$1,039,114 5719,748
588,672 588,872 361,183
519,190 519,130 513,195
39,268 $45,150 131,143
50 50 50
3149,531 $103,142
S116,071 31,341,597 8925,391
$0 50
INDEX: '1.0" if Cap. Equip Included 1.0
INDEX "1.0'il Rev-Cost Bal, O Ratio to Co Avg: 0.0 RevCosl Bal 0.514
PLANNING DEPT PREFERENCES 1.0 1.0 Ratio to Co Avg 0.690
METHODOLOGY: 1. Capital facilities requlremenh Ue
are input to e first column as calculated In the model.
2 Net Fiscal Impact NPV from operations carculatians is input In raw total of second column
(taro 1f negative); Included are the one -fine taxesfees far oneyear only at fug value.
3. NPV of future oper cap equip fames paid in third column as calculated in fiscal impacts.
4. NPV of future capital expenditure taxes paid in fourth col es calculated In fiscal impacts.
5. NPV or future taxes paid to bring current county up lo standard for new facilities, as
calculated for each new facility.
5. Columns three through five are added as potential credits against the calculated capital
facilities requirements. These are adjusted for percent of costs covered by the revenues
from the project (actual, or as ratio to avg. for all residential development).
NOTE: Profferralcubfons do not include include Interest because they are cash payments up front. Credits do inducts interest if the projects ere debt financed.
NOTES: Model Run Dale 11t29/04 MTR
Assumes 145 Single Family Detached homes and 140 Single Family Attached homes on 68.6 acres zoned RP District (4.15 dwe ling units per acre).
Adjustment For
Revenuo- Net Capital Net Cost Per
Cast Balance Facilities Impact Dweulum Uni%
$227,768 $799
$1,921,590 56,742
1
3332,293
555,206
$9,340
551,953
30
31,166
$194
$33
$182
80
52 561 291 58.987
52,561,291 89,987
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REDBUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
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