HomeMy WebLinkAbout010-83 General Electric - Back Creek - Backfile4 re.�Qerjrk &IjUtg
P.eyart mi laf Planning unbr P.efrdoynten#
DIRECTOR
JOHN T. P. HORNE
DEPUTY DIRECTOR
STEPHEN M. GYURISIN
June 16, 1983
Mr.. Michael J. McGregor
Resident Manager
General Electric Company
Route 3, Box 310
Winchester, Virginia 22601
Dear Mr. McGregor:
P. O. Box 601
9 COURT SQUARE
WINCHESTER, VIRGINIA 22601
00 r
(65
( DI
This letter is to confirm the Frederick County Planning Commission's
action at their meeting of June 15, 1983.
Approval of Site Plan #010-83 of General Electric Company for the
addition of approximately 146,000 square feet of manufacturing and
warehousing space and 127 parking spaces on the west side of Route 11
South, in the Kernstown area, in the Back Creek Magisterial District.
If you have any questions, please do not hesitate to contact this
office.
Sincerely
q�a
JTPH/rsa
703/662-4532
SITE PLAN #010-83
General Electric Company ()
Zoned M-1 (Light Industrial)
LOCATION: West side of Route 11 South in the Kernstown area.
MAGISTERIAL DISTRICT: Back Creek
ADJACENT LAND USE AND ZONING: Residential, industrial, and commer-
cial land use and residential, industrial, and commercial zoning.
PROPOSED USE AND IMPROVEMENTS: Addition of approximately 146,000
square feet of manufacturing and warehousing space and 127 parking
spaces.
REVIEW EVALUATIONS:
Department of Inspections - The proposed addition will be
considered Group F (Factory, Industrial) and must comply with
the 1981 Virginia Uniform Statewide Building, Electrical,
Plumbing, and Mechanical Codes.
City of Winchester - Present G.E. Plant serviced by city water
and sewer. Proposed addition will utilize existing water and
sewer service, therefore, no new connection required per this
site plan. Utilization of existing service is in accordance
with city policy. Water and sewer service is available from
city.
Stephens City Fire Company - It would be advantageous to have a
dry hydrant or a ramp built at the lake to draft .from. The fire
alarm panel would be better located near an entrance, such as
the employee entrance. The air handler shut-off should be
automatic when the fire alarm is activated.
Planning and Zoning - No comment. Suggest informal meeting
between G.E. officials and Stephens City Fire Company officials
to discuss fire protection related comments for existing
facilities.
STAFF RECOMMENDATIONS: Approval.
GENERAL 0 ELECTRIC
GENERAL ELECTRIC COMPANY, RT. 3, BOX 310, WINCHESTER, VIRGINIA 22601
Phone (703) 667-5990
June 1, 1983
Mr. John T. P. Horne
Frederick County Planning Commission
Director of Planning
P. 0. Box 601
Winchester, Virginia 22601
RE: I.C.L.P.
INCANDESCENT
LAMP
DEPARTMENT b,
122
WINCHESTER LAMP PLANT �gJ
C13 )
General Electric Co.
Incandescent Lamp Plant
Winchester, Virginia
RECO Project #82012
Dear Mr. Horne:
Enclosed, please find four (4) each of drawings SD-1, SD-2,
SD-9 and an aerial photo for the purpose of obtaining a building
permit.
The mechanical and electrical drawings should be complete in
mid -July, at which time they will be submitted to your office for
their permits.
If you should require any additional information, please call
me at (216) 226-4056 or (216) 226-4024.
Sincerel
Mich�ey J. Ire
Resi e t Maer
MJM/vnw
Enclosures
cc: N. Goodwin
P. Patterson
R. Richter
L. Antonelli
L. Tomek
G. Wilhoyte
DIRECTOR
JOHN T. P. HORNE
DEPUTY DIRECTOR
STEPHEN M. GYURISIN
TO:
ak Qua went of julanninzg azlb PF 6dayraent
P. O. Box 601
9 COURT SQUARE
M E M O R A N D U M WINCHESTER. VIRGINIA 22601
Department of Inspections , ATTN Mr. John Dennison
Zonin
Plannin
, ATTN Mr. Stephen Gyurisin
, ATTN Mr. John T. P. Horne
Stephens City Fire Company , ATTN Fire Chief
Citv of Winchester
FROM: John T. P. Horne, Director
SUBJECT:
Review comments on
, ATTN Mr. Jay Givens
Date May 26, 1983
Conditional Use Permit Subdivision
Rezoning X Site Plan
We are reviewing the enclosed request by General Electric Company
or their representative Mr. Michael McGregor (216) 226-4056 or
216) 226-4024
Will you please review the attached and return your comments to me by
June 9, 1983.
------------------------------------------------------ ----------------
This space should be used for review comments: e
Signature �� p��_ c Date
703/662-4532
DIRECTOR
JOHN T. P. HORNE
DEPUTY DIRECTOR
STEPHEN M. GYURISIN
TO:
Jpbrrirk Cnnntp
Department of jEalming allb p6rlupmrnt
P. O. Box 601
9 COURT SQUARE
M E M O R A N D U M WINCHESTER, VIRGINIA 22601
Department of Inspections , ATTN Mr. John Dennison
Zoning , ATTN Mr. Stephen Gyurisin
Plannin
, ATTN Mr. John T. P. Horne
Stephens City Fire Company , ATTN Fire Chief
City of Winchester
FROM: John T. P. Horne, Director
SUBJECT:
Review comments on
, ATTN Mr. Jay Givens
Date May 26, 1983
Conditional Use Permit Subdivision
Rezoning
X Site Plan
We are reviewing the enclosed request by General Electric Company
or their representative Mr. Michael McGregor (216) 226-4056 or
216) 226-4024
Will you please review the attached and return your comments to me by
June 9, 1983.
----------------------------------------------------------------------
This space should be used for review comments:
Pres¢nf 6r Pla"f servictl by e:fy Wig. 1-21ap4Sao/
'_)A -
Signature ".« L� Date
f �6 /,'c Cl�'/'�i as ✓�iiec
703/662-4532
Areb-eriA Gauntu RECE/VED JUN
�.eyartram# laf Planning ally 19�3
I �� Q
DIRECTOR P. 0. BOX 601
JOHN T. P. HORNE
9 COURT SQUARE
DEPUTY D[rSCTOR M E M O R A N D U M WINCHESTER, VIRGINIA 222601
STEPHEN M. GYURISIN
TO:
Department of Inspections , ATTN Mr. John Dennison
Zonin
Plannin
, ATTN Mr. Stephen Gyurisin
, ATTN Mr. John T. P. Horne
Stephens City Fire Company ATTN Fire Chief
City of Winchester
FROM: John T. P. Horne, Director
SUBJECT:
Review comments on
, ATTN Mr. Jay Givens
Date May 26, 1983
Conditional Use Permit Subdivision
Rezoning X Site Plan
We are reviewing the enclosed request by General Electric Company
or their representative Mr. Michael McGregor (216) 226-4056 or
216) 226-4024
Will you please review the attached and return your comments to me by
June 9, 1983.
Signature Z
Date
i
Cs
703/662-4532
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MULCH FOR LROS10N CONTROL SHALL CON515i OF STRAW OP, HAY , JUTE
MESI-I , FIPjEFL-GLA55 KOVINC;r , PAPER 0R EXCE1-150A MATTING , AND CONFORM
TO VIRCxINIA DEPAR-TMENT OF HIGHWAY AND 7RAN5POR7ATION STANDARD
5PECIFICATIONS SECTION COOS} ANO GOO ,
�6.
5EI20 MIXTURE5 FOR PeFiMANENT 5EEDINQ
1500 5 ,
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301. KENTUCKY 5L-UEGRA55, GLADE
(POA PRA7EN515 VAR. GLADE
60% TALL FE5CUE , KEN TUC KY 51
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5EEDINQ RA7E - 3 LL35, / I000 S4, FT
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QUALITY ASSURANCE. SEE DRWOS• 50-1 7"FkO 50-4 FoFk DP.AINAGL° INLET
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DOTTOM OF ENO 6ALE5
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026M 041 0 40
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iTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE
iE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN
"ER INTENDED A14D SHOWN ON THE DRAWINGS. SHOULD ANY
IONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE
.5, THE CONTRACTOR SWILL NOTIFY THE OWNER'S REPRESEN-
PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE
NVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE e
F A DRAWING OR SKETCH INDICATING FIELD ITASU RENTS RH[V. ■Y
TES RELATED TO THE AREA.
O LAST COLLEG'
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FIRMLY 5TAKF_0 WITH
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SECTION
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THE HOAG-WISMAR PARTNERSHIP
1 wEr� THIRD STREET CLEVELAND, ONIO 44113
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[DRAIN INLET NO SCALE
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D RURAL wA7ER SCPPLIEs
ability. "ing in wall designed for
use of swimming pool water supply.
fetro Fire Department, AZ)
Poo ls Care must be exercised to
ill not be done to a pool if it i4
me pools are compacted earth co_
or light-guage metal panels pla9d
sal fill. Such pools may colla*
y be possible to use a limited
iut not possible to use the en W""
It mad be prudent not to use
ue or poured concrete pools ttaar
iamage, cracking, or collapse whm
ssibility that a pool in extrem.,.•lr
[rnpious
rds when drained, and fire flgto.
additional water to this alrea4,�-
oblem worse.
methods of pool construct-iionsult with the builders of t
APPENDIX E 1231-27
B-1-3.9 Driven wells. in areas with suitable soil condi-
tions. for instance, those of a very sandy nature, it may be possible
to use driven wells to obtain water for fire fighting. These wells
are, in essence, pipes, usually with perforations about the base to
permit entry of water, driven into the ground. From the
threaded pipe head (or a fitting attached to the body of the
ripe) a pump connection may be made to draft water much as
ram a dry hvdrant. Material on this technique is available
from the t'.S. Forest Service. A high water table is a prerequisite
to use of this method. Fire fighting units in areas conducive to
this technique should have the necessar% equipment for such
installations.
B-14 Dry Hvdrants.
B-14.1 General. The use of natural water sources and
man-made water sources requires an understanding of dry
hvdrant construction. The dr-, hydrant provides a ready means
of suction supply without the longer time often involved in
drafting direct]% out of a swimming pool, cistern, etc. Although
most rural fire departments are equipped to draft water directly
from farm ponds or streams, and all should be, a hydrant beside
an all-weather road is preferable.
r"re B-14.1. Dry hydrant protecting school, supplied by cistern.
(Photo by Yakima Co., Fire Protection District No. S, WA)
0 010
1231-28 SUBURBAN AND RURAL WATER SL?PLIES
B-1-4.2 Dry Hydrant Construction. Depending upon the
desired flow, the distance to the water, and the difference in
elevation between the hvdrant and water source, a 6-inch or
larger pipe is necessary. .The pipe should be approved for the
use and installed to manufacturer's standards. It should be laid
between hvdrant and pond or steam as shown in Figures B-1-4.2
A and B-I-4 2B. The pipe must be laid at a frost -free depth.
down to six feet or more in northern states or other severe
weather areas.
41/,' Bronze Cap — Steamer
Hose Connection
/ Bronze Nipple 4%' Steamer to 6" Pipe Thread
�6" Iron Pipe Elbow
6" iron Pipe Etser or Large.
Ground Line
20' maximum
10' or less
preferred
Water Level
1
Cast Iron __\_]
Elbow Asbestos Cement or
Bituminized Fibre Pipe
6' or Larger
Exploded view of dry hydrant construction.
Figure B•14-2A. Dry hydrant construction.
APPENDIX B
1231-29
Table B-1-4.2 may be used to determine pipe size of a given
hydrant line basing the flow upon 10 psi or 20 feet of head.
Table B-1.4.2
Gallons per Minute Flow at 20 Feet of Head on Typical 6" Pipet
Bituminous
Fiber or Steel Cast Iron Asbestos Cement
Length (C — 120) (C = 110) (C = 130)
25'
3,400
3.060
3.650
50,
2,300
2.100
23W
100,
1.600
1,475
1,700
5W
660
615
720
1000•
460
425
495
t Based uppo�n the Hazen -Williams formula with estimated
values of C.
Courtesy of Dr.
Gilbert Levin.
A strainer is needed for the suction end of the pipe line to
keep foreign materials out of the pipe. A strainer may be pur-
chased or constructed by boring 1/4-inch holes through the pipe.
The holes should be spaced on IA -inch centers, with at least 12
_.-_rows drilled. The end of the pipe should be plugged, placed
with the strainer at the deepest portion of the pond or other
water source, and raised up off the bottom about 2 feet so it
will always be above any silt that may accumulate.
The strainer should be covered with crushed rock to exclude
marine growth and to prevent mechanical damage. For a dry
hydrant, the pipe should be laid at a minimum slope (2 or 3
inches per 100 feet) up to the hydrant riser. For a pressure
hydrant, the pipe should be sloped downhill to the hydrant
riser and be fitted with a gate valve. Where the supply line
passes through the dike of the pond, anti -seep collars should be
attached to the pipe to prevent water from seeping and channel-
ing beside the pipe. The riser on a dry hydrant should be ex-
posed above ground approximately 24 inches.
For stream bed installations, the strainer must be buried deep
enough to prevent the scouring action of the stream, during
periods of high runoff, from exposing the strainer and tearing
it loose from the supply pipe. An estimate of proper depth
should be obtained from a .hydraulic engineer, university ex-
tension service, or the U.S. Soil Conservation Service. [See
Figure B-1-4.2B.]
-..,ram.,
yrr . y
4b
r#��
1231-30
SUBURBAN RURAL K ATP-R SUPPLIES
AND
ww-r" '^ Y� c •>':
--------- — _.. -----
---
A_ .- r.-y f �• ... ^
. � ''� • ps.�c� ']C s.f, 'Tad � �
�`_ l....
�''_'F ` `�
Germ Gon!
Wate• Level
'♦�'" � �. 4 .'�-
tic .r' J��„Fj",[c�. •
_z•'=,_- 's s
Gravel Covering --
- Depth of 12"
End View
Suction P.ae Well
Screen
r
Section of Strearr Bedr
Water Level
_ Trench Filled with
_ = Coarse Stone or Gravel
;< Trench Excavated in
Stream Bed below
s Scour Depth
Corrosion Resistant Well Screen
with 14' Maximum Opening Total
Area of Openings 4 Times Pipe DW
Details of screen layout — pond and stream sites.
Figure B-1.4.2B. Drtaih of screen layout — pond and
stream sites.
B-14.3 Maintenance of Dry Hvdrant. These facilities re-
quire periodic checking. testing, and maintenance: .Checking,
and testing should be a part of fire department training and
drills. Thorough inspection of private properties should reveal
any deterioration in the water supple situation In ponds, streams,
or cisterns.
Particular attention should be given to streams and bN pass
ponds. They need frequent removal of debris, dredging oI ex-
cavation of silt, and protection from erosion. The hydrant
should be tested at least annually with a pumper, at a maximum
designed flow rate, with records kept of each test. Tests of this
kind will not only verif}' proper condition but will keep the line
and strainer dear of silt and the water supply available for anv
fire emergency.
APPENDIX 5 1231-31
The pond should be maintained as free of aquatic growth as
Possible. USDA Farmer's Bulletin, "Waterweed Control on
Farms and Ranches," is a source of good information on this
subject. At. times, it may be necessary to drain the pond to
control this growth.
Inspection procedures should include safety items such as
posting warning signs, seeing that life preservers, ropes, etc..
are available. Particular attention should be given to local
authority regulations governing such water points.
&14.4 Useful Depth of Water Sources. Careful note must
be made of the fact that installation of dry hydrants as noted in
previous sections may call for care in measuring water storage
capacities. The useful depth of a cistern with a dry hydrant
installation, for instance, is from the minimum foreseeable low-
water surface level to the top of the suction strainer, not to the
bottom of the cistern. A pump suction requires a submergence
below the water surface depending upon the rate of pumping to
prevent the formation of a vortex. Therefore. pumping rates
must he adjusted as the water level is lowered. This factor must
be considered when estimating the effective rate that water can
be drawn from all suction supplies.
&1-5 Access Roadways to Water Supplies.
B-1-5.1 General. A water supply can be made useless by
the fire department's inability to reach it. Table B-1-5.1 details
considerations which should be followed in considering access.
Table B-1-5.1
Recommendations for Roads to Water Supplies
Width:
Roadbed— 12 feet.
Tread —8 feet.
•
Shoulders — 2 feet.
Alignment:
Radius centerline curvature — 50 feet.
Gradient:
Sustained grade — 8 percent.
Side Slopes:
All cut and fill slopes to be stable for the soil involved.
Drainage:
Bridges, culverts or grade dips at all drainageway cross-
ings. Roadside ditches deep enough to provide drainage.
Special drainage facilities (tile, etc.) at all seep areas and
high water table areas. -
Surface:
Treatment as required for vear-round travel.
Erosion Contrn,i:
Erosion control measures as needed to protect road
ditches. cross drains, and cut and fill slopes.
Load Carrying
Capacity:
Adequate to carry maximum vehicle load expected.