HomeMy WebLinkAbout28-07 Whitehall Retail Center- Retail - Stonewall - BackfilePlease note: The site plans associated with this file are
located in the file room.
MMMMuWW-
SITE PLAN TRACKING SHEET
Date;
7 File opened
Reference Manual updated/number assigned
L& LO2 D-base updated
File given to Renee' to update Application Action Summary
CLOSE OUT FILE;
4�4�10 Approval (or denial) letter mailed to applicant/copy made for file
o i File stamped "approved", "denied" or "withdrawn"
Reference Manual updated
D-base updated
2 File given to Renee' for final update to Application Action Summary
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SITE PLAN APPLICATION CHECKLIST
The cbecklist shown below Tf-- es the information which is required to be submitted as part of the site plan
application.. The Department of Planning & Development will re-N iew the application to ensure that it is
r�mplete prior to acccepting it If any portion of the application is not complete, it will be returned to the
applicant(s).
(1} One (1) set of approved comment sheets are required from eacb relevant review
agency prior to final approval of a site plan. It is recommended that applicants
contact the Department of Planning & Development to determine which review
agencies' are relevant to their site plan application. A list of potentially relevant
review agencies is shown below:
Frederick County Department of Planning & Development
Department of GIS (Geographic Infoffiation Services)
Frederick County Sanitation Authority
Frederick County Building Inspections Department
Frederick County Department of Public Works
Frederick County Fire Marshal
Frederick County Health Department
k Fred.erick County Department of Parks & Recreation
✓ Virginia Department of Transportation (VDO-f)
/ City of Vmchester
— X Town of Stephens City
Town of Middletown
X Frederick County / VFinchester Airport Authority
(2) One (1) copy of the Site Plan application form.
(3) Payment of the site plan review fee.
(4) One (1) reproducible copy of the Site Plan (if required).
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Whitehall Retail Center - Rou 11, Frederick County Page 1 of 1
Mark Cheran
From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd
[Lloyd.ingram@VDOT.Virginia.gov]
Sent: Tuesday, August 28, 2007 8:28 AM
To: joanne.maidens@phra.com
Cc: Ingram, Lloyd; Hoffman, Gregory; mcheran@co.frederick.va.us
Subject: Whitehall Retail Center - Route 11, Frederick County
We have received your revised site plan submitted with your memorandum dated August 13,
2007 for the referenced project. It appears all of our earlier review comments have been
satisfactorily addressed. Please advise the owner of our approval.
The appropriate land use permit may now be applied for to cover work within the Route 11
right-of-way. The permit is issued by this office and will require a minimum processing fee,
surety bond coverage, and the salary & expenses of a State assigned Inspector. A copy of
any/all recorded plats of dedication for drainage easements or additional right-of-way required
for implementation of this proposed project should be provided to VDOT prior to issuance of
any land use permits. Dedication should be made to the Commonwealth of Virginia.
Once satisfactory application has been made, a permit will normally take approximately thirty
days to process and issue. Should you have any questions, do not hesitate to call me or Mr.
Greg Hoffman at (540) 535-1824.
Lloyd A. Ingram, Transportation Engineer
Virginia Department of Transportation
Edinburg Residency — Land Development
14031 Old Valley Pike
Edinburg, Virginia 22824
Phone #(540) 984-5611
Fax #(540) 984-5607
8/31/2007
a ,
CO Y �oijR�I2IC]K
Department of Planning and Development
540/665-5651
FAX: 540/ 665-6395
August 16, 2007
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
l 17 E. Piccadilly Street, Suite 200
Winchester, Virginia 22601
RC,: Approval of Site Plan #28-07; Whitehall Retail
Property Identification Number (PIN): 34-A-�'E,-
Li l23
Dear Joanne:
The above -referenced site plan was approved on August 15, 2007. The site plan is approved for the
construction of a new 9,890 square foot commercial building located in Whitehall Retail Center on
Martinsburg Pike (Route 1 1) in the Stonewall Magisterial District. Required site improvements include
the following:
• Construction of a parking lot with i 16 spaces (including five handicap accessible), including curb
and gutter, striping, handicap access and landscaping.
• Landscaping and sidewalks along Martinsburg Pike.
• Dunlpster and loading areas as shown on the plan.
• Outdoor lighting as shown on sheet 5 (ensure that all pole lit htinn utilizes the flat lens o lion .
All requirements of the Frederick County Zoning Ordinance have been met in the approved site plan,
including review agency comments from all relevant review agencies. I am providing you with three (3)
copies of the approved site plan. Please forward these copies to the appropriate representative(s).
Furthermore, advise the owner(s) that a copy should be kept for future reference, and an approved copy
must be kept on the construction site throughout the development process. Once site development is
complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to
contact me if you have any questions or
Sincerely,
Candice E. Perkins, AICP
Senior Planner
Attachment
CEP/bad
cc: Jane Anderson, Real Estate
Charles Del-laven, Jr., Stonewall District Supervisor
John Light and Gary Oates, Stonewall District Planning Commissioners
George Sempeles, 331 Woodbine Road, Winchester, VA 22625
Commissioner of Revenue
107 North Kent Street, Suite 202 • Winellestel', Virginia 22601-5000
Patton Harris Rust & A-6ciates
Engineers. Surveyors. Planners. Landscape Architects.
P ��A
117 East Piccadilly Street
H Winchester, VA 22601
T 540.667.2139
F 540.665.0493 Transmittal
To: Candice Perkins
Organization/Company: Frederick County Planning
Address:
Telephone Number:
Date: August 13, 2007
From: Joanne Maidens
Project Name/Subject: Whitehall Retail Center
Via: Internal Project File #: 12587-1-2
Quantity File # Date Description Transmitted
® Herewith
5 Sets Site plan for signatures ❑ Under separate cover
Notes:
Received by: Date:
Material
❑
Originals
®
Photocopies
❑
Diskette
❑
Shop Drawings
❑
Mylar
❑
Ozalid Prints
❑
Invoice
❑
Sepia
Purpose
®
Your Use
❑
Your Files
❑
Approval
❑
Please Return:
Corrected Prints
❑ Please Submit:
Revised Prints
Patton Harris Rust & tsociates •
Engineers. Surveyors. Planners. Landscape Architects.
R+A
117 East Piccadilly Street
Winchester, Virginia 22601
PH
T 540.667.2139
F 540,665.0493
To: Candice Perkins
Organization/Company:
From:
Date:
Project Name/Subject:
PHR+A Project file Number:
Frederick County Planning
Joanne Maidens
July 31, 2007
Whitehall Retail Center
Memorandum
We now have approval from all responsible agencies and are submitting the plans for final approval. Attached
you will find 1 copy if the final site plan as well as copies of the continent sheets from the required agencies.
Look it over and let me know how may sets you will need.
Please call if you have any questions.
J U L 3 1 200
FREDEWK COUNTY SANITATION A*HORITY
SITE PLAN REVIEW COMMENTS
PO Box 1877, Winchester, VA 22604
315 Tasker Road, Stephens City, VA 22655
540.868.1061 Voice 540.868.1429 Fax
Project W1117,6111 LL cE4!!7 �
Applicant
REVIEW STATUS
review number
correct & resubmit approved as noted
approved
DRAWINGS
send me by /y c%U/V U %
print of sheets / T114V 9
number of items to be corrected
2. two CDs: each disc shall contain the following plan sheets
a. one CD (containing all of the above noted sheets) shall be in PDF format. Each sheet shall
be in its own file and be in landscape orientation. Each file shall be titled with the project
name and appropriate sheet number.
b. one CD (containing all of the above noted sheets) shall be in DWG format. Each sheet shall
be in its own file and each file shall be titled with the project name and appropriate sheet
number. Each sheet shall (1) be in landscape orientation, (2) be without a border, (3) be in
state plane coordinate system NAD 83, and (4) be compatible with AutoCAD 2006.
c. each of the two CDs shall be labeled with its format and project name, and placed in a
CD sleeve
EASEMENTS
(Y / N I need a copy of the recorded onsite water and / or sewer easement(s).
Y ON I need a copy of the recorded offsite water and / or sewer easement(s).
I need a copy of the recorded deed(s) of easement before service will be authorized.
OTHER
Y /Q This project also requires DEQ - Valley Region approval.
4411 Early Road, P.O. Box 3000, Harrisonburg, VA 22801 (540-574-7814)
Y AD This project also requires VDH — Lexington Office approval.
131 Walker St., Lexington, VA 24450 (540-463-7136)
Date: c/6t& D!
John G. Whitacre - Senior Engineer MAY 07
•
•
Ms. Joanne Maidens
Patton Harris Rust & ,Associates
1 17 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
RE: Site Plan Comments - Whitehall Retail
Frederick County, Virginia
Dear Joanne:
June 8, 2007
COUNTY of FREDERICK
Department of Public Works
540/665-5643
FAX: 540/678-0682
Upon review of the revised site plan dated May 30, 2007. all of our previous comments
have been addressed. I herefore, we recommend our approval of the subject site plan.
Sincerely,
L'jjdV---'
Joe C. Wilder
Deputy Director
JCW/mlr
cc: Planning and Development
file
C:Wocuments and Settings\NIM.- 9y DocumentslReview Forma ts\WHITEHALLRE'rAIL.wpd
107 North Kent Street • Winchester, Virginia 22601-5000
• •
Request for Site Plan Comments
Frederick County Inspections Department
Maw_ Hand deliver to:
Frederick County Inspections Dept. 107 N. Kent St.
Attil: Building Official Fourth Floor
107 N. Kent Street Winchester, VA 22601
Winchester, VA 22601 (540) 665-5650
(540) 665-5650
Please fill out the information as accurately as possible in order to assist the agency with their review.
Please attach one (1) copy of the site plan with this sheet.
Applicant's Name:
Address:
Patton Harris Rust & Associates, pc
c/o Joanne Maidens
117 E. Piccadilly Street
Winchester, VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request:
Whitehall Retail Center
Location of property:
Martinsburg Pike (Route 11) and Rest Church Road
Inspects Development's Comments: C a OR o
� In�E�cctiru� Ucpt. u�eiinl�
bate re%:lc%%Qd
L
4,c$ o Frederick County Fire and Rescue
a � Department
a Office of the Fire Marshal
w k
Plan Review and Comments
Control number
SP07-0020
Project Name
Whitehall Retail Center
Address
117 E. Piccadilly St.
Type Application
Site Plan
Current Zoning
B-2
Automatic Sprinkler System
Yes
Other recommendation
Emergency Vehicle Access
Adequate
Siamese Location
Adequate
Emergency Vehicle Access Comments
Access Comments
Additional Comments
Plans Approved As Submitted
Date received
4/3/2007
C ity
Winchester
Tax ID Number
34-A-2E
Date reviewed Date Revised
4/6/2007
Applicant
PHR&A
State Zip
VA 22601
Fire District
13
Recommendations
Automatic Fire Alarm System
Yes
Requirements
Hydrant Location
Adequate
Roadway/Aisleway Width
Adequate
Applicant Phone
540-667-2139
Rescue District
13
Election District
Stonewall
Residential Sprinkler System
No
Fire Lane Required
Yes
Special Hazards
No
Plan Approval Recommended Reviewed By Signature _ __
Yes J.Bauserman LAWb Ai r,r% �►�
Title
Fif1'KputL F—REDE R1-tK—r-^ U N YJ
Joanne M. Maidens
From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd
[Lloyd.ingram@VDOT.Virginia.gov]
Sent: Thursday, July 26, 2007 3:37 PM
To: joanne.maidens@phra.com
Cc: Ingram, Lloyd; Hoffman, Gregory; Baluch, Stephen
Subject: Whitehall Retail Center - Route 11, Frederick County - VDOT Conditional Approval
This is to acknowledge receipt of your revised plans dated June 5, 2007 for the referenced
project. The plans appear satisfactory and are approved subject to the following
comments:
1 The stop bar at the entrance must be thermoplastic.
2.✓ The stop sign at the entrance must meet VDOT specifications for retroreflectivity.
3,_ The plans show the electric lines and poles in the side walk and clear zone. The
power poles need to be moved 1 foot behind the side walk.
Please advise the developer accordingly. Please provide 6 sets of approved construction
plans with signed seal for VDOT distribution. I offer the following comments:
x A preconstruction conference be held by the engineer and/or developer with the
attendance of the contractor, various County agencies and VDOT prior to initiation of
work.
Materials used and method of construction shall apply to current observed VDOT Road
& Bridge Specifications applicable during construction of this development.
x Our review and comments are general in nature. Should conditions in the field exist
such that additional measures are warranted, such measures shall be completed to the
satisfaction of the Department.
* All drainage is to be carried within the right-of-way in ditch lines or gutters
along the street to a pipe or drainage easement.
The contractor shall notify VDOT when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for inspections.
x The appropriate land use permits shall be obtained before any work is performed on
the State's right-of-way. The permit is issued by this office and will require a minimum
processing fee, surety bond coverage, and the salary & expenses of a State assigned
Inspector. .
* I suggest any utilities and/or storm sewer placed within the proposed right-of-way
be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the
possibility of any pavement settlement.
r A copy of any/all recorded plats of dedication for drainage easements or additional
right-of-way required for implementation of this proposed project should be provided to
VDOT prior to issuance of any land use permit. Dedication should be made to the
Commonwealth of Virginia.
* A copy of any/all RECORDED PLATS of dedication to public use (the County of
Frederick) for drainage easements or additional right-of-way required for implementation
of this proposed project should be provided for VDOT review prior to issuance of any land
use permit.
Should you need additional information, do not hesitate to call me or Mr. Greg Hoffman at
the VDOT office in Winchester at 540-535-1824.
Lloyd A. Ingram, Transportation Engineer Virginia Department of Transportation Edinburg
Pollon HorriTRusl & Associates
C
... O;F
P:•.:: , .:.:::, Or:'cE
IN; _
O;.
May 30, 2007
Candice Perkins
Frederick County Planning
107 N. Kent Street
NXrnchester, VA 22601
RE: Whitehall Retail
Dear Candice,
h,J AY 3 0 2007
`X/e have the following responses to your continents dated May 1, 2007.
1. Signed application. The application provided with the site plan was not
signed.
Signed application is attached.
2. Zoning boundary/subdivision. The surveyed boundary shows 335 feet, but
the site is only approximately 226 feet. Surveyed boundaries for this parcel
need to be provided on the site plan.
Survey boundaries are be provided.
3. Parking calculations. On sheet 3, provide a breakdown of the
retail/restaurant parking requirements.
Parking calculations have been revised to show a breakdown between
retail restaurant.
4. Buildilg facade. Per the proffers from the rezoning, provide the type of
facade being used on the building.
Architectural plans are attached.
5. Interparcel connections. Label all interparcel connections.
Interparcel connections have been labeled.
6. Directional arrows. Provide directional arrows throughout the site.
Directional arrows have been added.
7. Berm detail. Provide a detail for the six foot bean.
Berm detail has been added.
8. Adjoining properties. Showing all adjoining properties, including properties
across Martinsburg Pike.
Adjoining properties have been added.
i
9. Interior landscaping. Revise the interior landscaping to show 12 trees, not
none.
Landscaping plan has been revised.
10. Lighting. On sheet 5, it appears that some of the lighting is spilling over
onto the property to the north; ensure that all lighting is kept on this
property.
Lighting has been adjusted and a note added regarding screen lights
to prevent offsite spillage.
11. Lighting details. Provide a detail for the pole lights being used; also show the
location and type of any wall pack lighting being proposed.
Light detail has been added.
PR-A 12. Landscaping. The zoning district buffer needs to be extended to meet
the Martinsburg Pike buffer; revise the nurnber of trees and buffer length *in
the detail as well.
Buffer has been extended and tree nunnbers revised,
12. Martinsburg Pike Landscaping. The buffer along Martinsburg Pike currently
only shows Junipers. This buffer should also show ornamental trees in
addition to the junipers.
Ornannental trees have been added to buffer.
Please fund two sets of revised plans, the architectural plans and a copy of the Erosion
Sediment Control Narrative attached here.
If you have any questions or continents, please do not hesitate to call.
Regards,
RUST & ASSOCIATES
Patton Harris Rnst & Associates, pc.
Whitehall
Retail Center
Frederick County, Virginia
Erosion and Sediment Control Narrative and
Storinwater Manal4ement Plan
March 30, 2007
Revised: May 21, 2007
Project Description
The purpose of this project is the construction of retail building with parking lot and related utilities.
The site is in Frederick County, Virginia. A site location map is provided on the Plans. About 2.0 acres
will be disturbed during construction.
Existing Site Conditions
The site is currently vacant and covered mainly with trees, grass and brush. Slopes range from 0.8 to
7.0 percent.
Adjacent Areas
West of the site is U.S. Route 11, east and south of the site vacant land, and north of the site is
residential. Details of the ownership of the adjacent areas are shown on the plans.
Offsite Areas
No offsite areas to be disturbed.
Soils
The main ofsite soils group is 32B Oaklet silt loam. These soils are very deep, and well drained. The
surface layer consists of 5 inches of dark brown silt loam. The subsoil, to about 11 inches is silt loam
below that to 60 inches is yellow brown clay. The depth to bedrock is about 60 inches. These soils
have a moderate erosion hazard. These soils are in the hydrologic soils group C. (See Attach rient A)
Critical Areas
There are no critical areas. A combination of perimeter controls will be used to control potential
sediment transport off site.
Erosion and Sediment Control Measures
1.0 General
1 Description:
A. Work Included: Erosion and sediment control operations and devices required for this work are
indicated on the drawings and include but are not necessarily limited to:
1. Installation of temporary control devices;
2. Maintenance of temporary control devices;
3. Temporary forms of stabilization;
4. Installation of permanent control devices;
5. Removal of devices and site restoration.
2 Standards:
A. The following codes and standards, latest editions form a part of this specification, to the extent of
all provisions applicable to the work required for this project, and as specifically referenced
herein.
1. All work shall comply with the Virginia Erosion and Sediment Control Handbook and as
amended by local codes and regulations.
2. VDOT Specifications and Standards.
3 Protection:
A. Use all means necessary to protect all materials incorporated into the work of this section before,
during and after installation. In the event of damage, immediately make all repairs and
replacements necessary to the approval of the Owner's Representatives and at no additional cost to
the Owner.
B. Maintain and protect all benchmarks, monuments and similar reference points and, if they are
displaced or destroyed by these operations, replace same as directed at no additional cost to the
Owner.
4 Permits:
A. The owner will secure certificates and permits and pay for all fees required by local codes and
regulations. The contractor shall ensure that value of the erosion and sediment control work to
include maintenance and all seeding of disturbed areas shall be included in the overall project
performance bond.
2.0 Execution
2.1 General Requirements:
A. Limit grading to only those areas involved in current construction activities. Limit length of time
for exposure of unprotected graded areas. Permanent stabilization of graded areas shall be done
within seven days after construction. If permanent stabilization cannot be provided, temporary
seeding, mulching or other forms of stabilization shall be provided.
Patton Harris Rust & Associates, pc -2
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
• 0
B. The construction entrance and silt fencing shall be installed as part of the initial phase of
construction and shall be made functional as soon as possible. These improvements are shown on
the Erosion and Sediment Control Plan. Other sedimentation control devices will be constructed as
rough grading allows. Construction of the devices shall agree with the details shown on the plan
subject to modifications thereof that the County Inspector deems advisable. Regardless, the
sediment control devices shall comply with all requirements of the Virginia Erosion and Sediment
Control Handbook. They shall remain in place until all surfaces within the project are stabilized
such that siltation will not occur; i.e., all upstream areas from the control devices have vegetation
established, mulch in place or furnished pavement completed. All temporary erosion and sediment
control measures shall be removed within 30 days after final site stabilization or after the temporary
measures are no longer needed, unless otherwise authorized by the local program authority.
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures
shall be removed off site or permanently stabilized to prevent further erosion and sedimentation
(4VAC50-30-40 Minimum Standard No. 18).
C. The Contractor agrees to hold the Owner or any of its agents harmless fi-om any and all liability or
damage that may arise from a violation of the siltation ordinance and agrees to indemnify them
against any loss.
D. Underground utility lines shall be installed in accordance with the following standards in addition
to other applicable criteria (4VAC50-30-40 Minimum Standard No. 16):
1. No more than 500 linear feet of trench may be opened at one time.
2. Excavated material shall be placed on the uphill side of trenches.
3. Effluent from dewatering operations shall be filtered or passed through an approved sediment
trapping device, or both, and discharged in a manner that does not adversely affect flowing
streams or off -site property.
4. Restabilization shall be accomplished in accordance with these regulations.
5. Applicable safety regulations shall be complied with.
E Soil Stabilization: Permanent or temporary soil stabilization shall be applied to denuded areas
within seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at final grade but
will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be
applied to areas that are to be left dormant for more than one year (4VAC50-30-40 Minimum
Standard No. 1).
During construction of the project, any necessary soil stockpiles and borrow areas shall be
stabilized or protected with sediment trapping devices (i.e., silt fence). Contractor is responsible
for the temporary protection and permanent stabilization of all soil stockpiles on site as well as
borrow areas and soil intentionally transported from the project site (4VAC50-30-40 Minimum
Standard No. 2).
Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions
immediately after installation (4VAC50-30-40 Minimum Standard No. 5).
Permanent Stabilization: A permanent vegetative cover shall be established on denuded areas not
otherwise permanently stabilized. Permanent stabilization shall not be considered established
until a ground cover is achieved that, is uniform, mature enough to survive and will inhabit
Patton Harris Rust & Associates, pc - 3
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
0
erosion (4VAC50-30-40 Minimum Standard No. 3).
Permanent Stabilization: All disturbed areas not paved will receive at a minimum 4" of topsoil if
required (see Topsoiling STD &SPEC 3.30) and be seeded as follows:
125 lbs. per acre of a minimum of three (3) and up to five (5) varieties of bluegrass from the
approved list for use in Virginia.
20 lb. Annual Rye per ac.
1000 lbs. 10-20-10 Fertilizer per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as a final phase of construction.
Temporary Stabilization: Seeding to stabilize areas left denuded for more than seven days, but not
yet at final grade shall be as follows:
60 lbs. German Millet per ac. (May through August 15)
60 lb. Annual Rye per ac. (August 15 through April)
450 lbs. 10-20-20 Fertilizer per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
F. Description of Controls
Control will be exercised through sequence of land disturbing operations, limiting duration of
exposure of unstabilized areas and installation and maintenance of physical control devices
coordinated with sequence of construction. Details for the standards referenced below are
included on the plans. The devices to be used on the site are also shown on the drawings and
include the following:
1. Construction entrances — (STD & SPEC 3.02) There is a high potential for tracking mud on to
adjacent roads during wet site conditions. Construction entrances are needed at the location
shown on the plans to clean the tires of vehicles and equipment exiting the job site.
2. Silt Fence — (STD & SPEC 3.05.1) Reinforced silt fencing shall be placed along the down -
slope side to filter sediments before runoff exits the construction area.
3. Storm Drain Inlet Protection- (STD &SPEC 3.07) Storm drain inlet protection shall be
installed immediately following installation of stormwater controls or prior to construction
activities for existing storm drains, to prevent sediment from entering the storm drains.
G. Sequence of Land Disturbing Activities:
1. General: All applicable mechanical controls are to be constructed as the first item of work.
Following their completion, rough grade, finish grade, and install appropriate erosion and
sedimentation aids. Before newly constructed stormwater conveyance channels or pipes are
made operational, adequate outlet protection and any required temporary or permanent channel
lining shall be installed in both the conveyance channel and receiving channel (4VAC50-30-40
Minimum Standard No. 11). Retain control devices until final stabilization of all areas or as
directed by the City Representative.
Patton Harris Rust & Associates, pc
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
-4
Sequence of Construction:
a. First Phase:
1. Construction entrance;
2. Silt fence, where applicable
b. Second Phase:
1. Strip topsoil to stockpile area if needed.
2. Provide vegetative cover if over 7 days;
3. Silt Fence, where applicable;
c. Third Phase:
1. Rough grade and install temporary storirrwater management facility:
2. Install utilities;
3. Install roadway stone base;
4. Inlet protection and silt Fence, where applicable
d. Fourth Phase:
1. Finish grade and paving.
e. Fifth Phase:
1. Seeding of disturbed areas not paved;
2. Seed stockpile of surplus soils;
3. Remove temporary sediment control measures.
H. Maintenance Program: All control measures are to be inspected daily by the site superintendent
or his representative. Any damaged structure should be repaired at the close of the day. Inlet
protection devices and silt fencing should be cleaned at 50% capacity and spread on -site where
practical. Control structures shall not be removed until all areas above have been finally
stabilized and seeded areas established. No control shall be removed without the site
inspector's prior approval. The daily control measure inspections by the contractor shall be
documented to indicate findings and corrective action taken. These reports shall be submitted
to the County once every two week's basis. Where sediment is transported onto a paved or
public road surface, the road surface shall be cleaned thoroughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping and transported to
stockpile areas. Street washing shall be allowed only after sediment is removed in this mariner.
(4VAC50-30-40 Minimum Standard No. 17).
Patton Harris Rust & Associates, pc 5
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
•
L_J
STOMMWATER MANAGEMENT PLAN
GENERAL
All storm pipe, have been sized to pass the 10-year storm using the Rational Method. Calculations and
drainage areas are provided in Attaclurrent B
Ultimately Stormwater management will be provided by a regional stormwater management facility on
the eastern portion of the site by others. Refer to the "Whitehall Commerce Center Subdivision Design
Plan". Revised November 30, 2005. A temporary stormwater management pond is to be install and
used until the regional stormwater management facility is in place. At that time the temporary pond is
to be removed and the site to be comlected to the regional facility.
The site drains to a stormwater management pond from there it is outfalls to a grass swale.. The
proposed pond was designed, using TR-55methods in PondPack 10.0, to reduce the post development
2 and 10-year peak flow from the site to less than the pre development peals. The calculations for the
pond are in Attaclument C.
Results from the pre and post -development analyses are as follows:
Pre
Post
Pre
Post
Temporary
Development
development
Development
Development
SWM Pond
2-Year Peak
2-Year Peak
10-Year Peak
10-Year Peak
(cfs)
(cf.,
(cfs)
fs)
To grass swale
2.27
2.25
5.98---J777�
�4-58
Patton Harris Rust & Associates, pc - 6
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
"44
4-
'A'
W�
Attachment A
Soils Map
ATTACHMENT B
WI-IITEHALL RETAIL CENTER
Storm Computations
E
•
Whitehall Retail Center
Storm Computations
March 30, 2007
Revised: May 21, 2007
n(cpp)
=
0.012
n(rcp)
starting
Culvert Summary
Q (des)
Velocity =
0.013
str
Culvert
Inv. In
Inv. Out L(ft) D(in.) SN
Type
cfs
q(10)cfs
ft/sec
to
1
1-off-
636.54
636.30 48 24
0.50
CPP
17.36
8.17
5.14
Str.
off -site
2
site
636.99
636.74 51 18
0.50
CPP
8.06
5.17
4.79
Str.
1
3
P-1
637.70
637.19 102 15
0.50
CPP
4.96
4.43
4.52
Str.
2
4
3.2
638.47
637.90 115 15
0.50
CPP
4.96
3.40
4.24
Str.
3
5
4.3
639.32
638.67 128 15
0.50
CPP
4.96
2.30
3.76
Str,
4
6
5.4
640.22
639.52 141 15
0.50
CPP
4.96
0.92
2.50
Str.
5
7
6.5
637.14
636.74 81 15
0.50
CPP
4.96
3.21
4.24
Str.
1
8
7.1
638.35
637.34 202 15
0.50
CPP
4.96
2.10
3.76
Str.
7
9
B-7
638.99
638.55 88 15
0.50
CPP
4.96
0.66
2.50
Str.
8
9.8
STIRFrom
Storm Structure Summary, and
Sump Inlet Depth and
Spread Calculation.
top
to Cut
Drainage
Q(10)cfs
to
Cut out
out
Str. No.
Area
To inlet
Inv. In Oul Inv. In.
Eo P
Type Lv. or
INV (ft.) H(req'd)
INV (ft.)
H(req'd)
1
1
0.00
636.74 636.54 636.74
643.00
mh
6.46
3.92
6.46
3.92
2
2
0.94
637.19 636.99
643.85
DI-1
6.86
3.08
6.86
3.08
3
3
1.22
637.90 637.70
643.85
DI-1
6.15
2.83
6.15
2.83
4
4
1.28
638.67 638.47
643.66
DI-1
5.19
2.83
5.19
2.83
5
5
1.50
639.52 639.32
643.66
DI-1
4.34
2.83
4.34
2.83
6
6
0.92
640.22
643.22
DI-1
3.00
2.83
3.00
2.83
7
7
1.32
637.34 637.14
643.25
DI-1
5.86
2.83
5.86
2.83
8
8
1.51
638.55 638.35
643.25
DI-1
4.65
3.92
4.65
3.92
9
9
0.6Q
638.99
643.80
DI-1
4.81
2.83
4.81
2.83
Drainage
Area
DA
Frederick
Summary
DA
Area(ac) C
CA T(c)min
i(2)in/hr
i(10)in/hr
Q(2)cfs
Q(10)cfs
1
0.00
0.80
0.00 5.00
4.69
6.42
0.00
0.00
2
0.18
0.80
0.15 5.00
4.69
6.42
0.68
0.94
3
0.24
0.80
0.19 5.00
4.69
6.42
0.89
1.22
4
0.25
0.80
0.20 5.00
4.69
6.42
0.93
1.28
5
0.36
0.65
0.23 5.00
4.69
6.42
1.10
1.50
6
0.22
0.65
0.14 5.00
4.69
6.42
0.67
0.92
7
0.26
0.80
0.21 5.00
4.69
6.42
0.96
1.32
8
0.29
0.80
0.24 5.00
4.69
6.42
1.11
1.51
9
0.13
0.80
0.10 5.00
4.69
6.42
0.48
0.66
• • ti �h,1� i ,� � to t'rl d C(-�L fe,,
Chapter 9 - Storm Drains
AaDendix 9C-13 Performance Curve DI-1 in a Sump
Source: VDOT
00
1 of 1 VDOT Drainage Manual
ATTACHMENT C
WHITEHALL RETAIL CENTER
Runoff Analysis
•
i
Job File: P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
Rain Dir: P:\Project\12587\1-2\Engr\COMPS\
RUNOFF ANALYSIS
FOR
WHITEHALL RETAIL CENTER
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
Table of Contents
Table of Contents
i
********************** MASTER SU114ARY **********************
Watershed....... Master Network Summary ............. 1.01
Pre and Post Development Model Schematic Diagram..... 1.02
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 2 2.01
Executive Summary (Nodes) .........
Watershed....... 10 2.02
Executive Summary (Nodes) .........
Watershed....... 100 2.03
Executive Summary (Nodes) .........
********************** TC CALCULATIONS *********************
POST............ Tc Calcs 3.01
PRE ............. Tc Calcs ........................... 3.03
********************** CN CALCULATIONS **k******************
POST............ Runoff CN-Area ..................... 4.01
PRE ............. Runoff CN-Area ....................
4.02
******************** RUNOFF HYDROGRAPHS ********************
POST............ 10 5.01
Unit Hyd. Summary .................
PRE ............. 10 5.02
Unit Hyd. Summary .................
*********************** POND VOLUMES ***********************
POND............ Vol: Elev-Area 6.01
******************** OUTLET STRUCTURES *********************
Outlet.......... Outlet Input Data ..••••• " " '... * 7.01 7.04
Composite Rating Curve ............
*********************** POND ROUTING ***********************
POND............ Pond E-V-Q Table ................... 8.01
SIN: Date: 05/21/07
PondPack Ver: 10.0 Compute Time:
Type.... Master Network Summary Page 1.01
Name.... Watershed
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
MASTER DESIGN STORI4 SU14KARY
Network Storm Collection: FREDERICK CO
Total
Depth
Rainfall
Return Event
in
Type
RNF ID
------------
2
------
3.0000
----------------
Synthetic Curve
----------------
TypeII 24hr
10
4.9000
Synthetic Curve
TypeII 24hr
100
7.0000
Synthetic Curve
TypeII 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node
ID
Type
Event
cu.ft Trun
hrs
---------
cfs
--------
ft
--------
cu.ft
------------
-----------------
POIID
IN
----
POND
------
2
---------- --
16239
11.9200
6.90
POND
IN
POND
10
30461
11.9200
12.53
POND
IN
POND
100
46563
11.9200
18.68
POND
OUT
POND
2
16238
12.0800
2.25
635.58
4478
POND
OUT
POND
10
30460
12.0800
4.58
636.40
9470
POND
OUT
POND
100
46562
12.0200
14.26
636.65
11166
POST
AREA
2
16239
11.9200
6.90
POST
AREA
10
30461
11.9200
12.53
POST
AREA
100
46563
11.9200
18.68
*POST
TOTAL
JCT
2
16238
12.0800
2.25
*POST
TOTAL
JCT
10
30460
12.0800
4.58
*POST
TOTAL
JCT
100
46562
12.0200
14.26
PRE
AREA
2
7121
12.0600
2.27
PRE
AREA
10
17914
12.0400
5.98
PRE
AREA
100
31692
12.0400
10.59
*PRE
TOTAL
JCT
2
7121
12.0600
2.27
*PRE
TOTAL
JCT
10
17914
12.0400
5.98
*PRE
TOTAL
JCT
100
31692
12.0400
10.59
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
R.:.;:..:Y
.::.. PRE
0 JA) --td k ft
J� T8 7—
3/--2 1/0
POST
0.?
w Pond
10
0
O
PRE TOTAL * POST TOTA
Type.... Executive Summary (Nodes) Page 2.01
Name.... Watershed Event: 2 yr
File.... P:\Project\12587\1-2\Engr\COMPS\
Storm... TypeII 24hr Tag: 2
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
DEFAULT Design Storm File,ID = FREDERICK CO
Storm Tag Name = 2
-----------------------------------------------------
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 2 yr
Total Rainfall Depth= 3.0000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Node ID Type
POND
IN POND
POND
OUT POND
POST
AREA
Outfall POST TOTAL
JCT
PRE
AREA
Outfall PRE TOTAL
JCT
SIN:
PondPack Ver: 10.0
HYG Vol
Qpeak
Qpeak Max WSEL
cu.ft
Trun. hrs
cfs ft
---------
----------
16239
-----------
11.9200
--------
6.90
16238
12.0800
2.25 635.58
16239
11.9200
6.90
16238
12.0800
2.25
7121
12.0600
2.27
7121
12.0600
2.27
Compute Time: Date: 05/21/07
Page 2.02
Type.... Executive Summary (Nodes) Event: 10 yr
Name.... Watershed
File.... P:\Project\12587\1-2\Engr\COMPS\
Storm... TypeII 24hr Tag: 10
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
DEFAULT Design Storm File,ID = FREDERICK CO
Storm Tag Name = 10
-----------------------------
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 10 yr
Total Rainfall Depth= 4.9000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Step= .1000 hrs End= 24.0000 hrs
Resulting Start Time= .0000 hrs
Node ID Type
POND
IN POND
POND
OUT POND
POST
AREA
Outfall POST TOTAL
JCT
PRE
AREA
Outfall PRE TOTAL
JCT
SIN:
PondPack Ver: 10.0
HYG Vol
Qpeak
Qpeak Max WSEL
cu.ft Trun.
hrs
cfs ft
--------
---------- -----------
30461
11.9200
12.53
30460
12.0800
4.58 636.40
30461
11.9200
12.53
30460
12.0800
4.58
17914
12.0400
5•98
17914
12.0400
5.98
Compute Time: Date: 05/21/07
0 •
Type.... Executive Summary (Nodes) Page 2.03
Name.... Watershed Event: 100 yr
File.... P:\Project\12587\1-2\Engr\COMPS\
Storm... TypeII 24hr Tag: 100
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
DEFAULT Design Storm File,ID = FREDERICK CO
Storm Tag Name = 100
-----------------------------------------------------
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 100 yr
Total Rainfall Depth= 7.0000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
HYG Vol
Qpeak
Qpeak Max WSEL
Node ID
Type
cu.ft Trun.
---------
hrs
cfs ft
----
-----------------
POND
----
IN POND
---------- --
46563
11.9200
18.68
POND
OUT POND
46562
12.0200
14.26 636.65
POST
AREA
46563
11.9200
18.68
Outfall POST TOTAL
JCT
46562
12.0200
14.26
PRE
AREA
31692
12.0400
10.59
Outfall PRE TOTAL
JCT
31692
12.0400
10.59
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
u
•
Type.... Tc Calcs Page 3.01
Name.... POST
File.... P:\Project\12587\1-2\Engr\CO24PS\SWM.PPW
::::::.......................
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: User Defined
Segment #1 Time: .0833 hrs
----------------------------------------------------
Total Tc .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
Type.... Tc Calcs Page 3.02
Name.... POST
File.... P:\Project\12587\1-2\Engr\COMPS\SWI4.PPW
--------------------------------------------------
Tc Equations used...
---------------------------------------------------
User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
Type.... Tc Calcs Page 3.03
Name.... PRE
File.... P:\Project\12587\1-2\Engr\CO14PS\SWM.PPW
TIME OF CONCENTRATION CALCULATOR
------------------------------------------------------------------------
Segment ffl: Tc: User Defined
Segment #1 Time: .2500 hrs
--------- --------------------------------------------------------------
Total Tc: .2500 hrs
Type .... Tc Calcs Page 3.04
Name.... PRE
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
------------------------------------------------------------------------
Tc Equations used...
--------------------------------------------------------------
User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN: Date: 05/21/07
PondPack Ver: 10.0 Compute Time:
Type.... Runoff CN-Area Page 4.01
Name.... POST
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
RUNOFF CURVE NUMBER DATA
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres %C `RUC CN
-------------------- -------------
---
1
Impervious Areas - Paved parking to 98 .570 .00
9898.00
74 .590
COMPOSITE AREA & WEIGHTED CN ---> 2.160
91.44 (91)
Type.... Runoff CN-Area Page 4.02
Name.... PRE
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
RUNOFF CURVE NUMBER DATA
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres %C RUC CN
_ -------------
74.00
Pasture, grassland, or range - good 74 2.160
COTPOSITE AREA & WEIGHTED CN --->
2.160 74.00 (74)
SIN: Date: 05/21/07
PondPack Ver: 10.0 Compute Time:
Type.... Unit Hyd. Summary Page 5.01
Name.... POST Tag: 10 Event: 10 yr
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
Storm... TypeII 24hr Tag: 10
SCS UNIT HYDROGRAPH METHOD
STORM EVENT: 10 year storm
Duration = 24.0000 hrs Rain Depth = 4.9000 in
Rain Dir = P:\Project\12587\1-2\Engr\COMPS\
Rain File -ID = - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = P:\Project\12587\1-2\Engr\COMPS\
HYG File - ID = - POST 10
Tc (Min. Tc) _ .0833 hrs
Drainage Area = 2.160 acres Runoff CN= 91
Computational Time Increment = .01111 hrs
Computed Peak Time = 11.9175 hrs
Computed Peak Flow = 12.56 cfs
Time Increment for HYG File = .0200 hrs
Peak Time, Interpolated Output = 11.9201 hrs
Peak Flow, Interpolated Output = 12.53 cfs
DRAINAGE AREA
ID: POST
CN = 91
Area = 2.160 acres
S = .9890 in
0.25 = .1978 in
Cumulative Runoff
-------------------
3.8851 in
30462 cu.ft
HYG Volume... 30461 cu.ft (area under HYG curve)
***** SCS UNIT HYDROGRAPH PARAMETERS *****
Time Concentration,
Tc =
.08330
hrs (ID: POST)
Computational Incr,
'I'm =
.01111
hrs = 0.20000 Tp
Unit Hyd. Shape Factor =
483.432
(37.46% under rising limb)
K = 483.43/645.333,
K =
.7491
(also, K = 2/(1+(Tr/Tp))
Receding/Rising, Tr/Tp =
1.6698
(solved from K = .7491)
Unit peak,
qp =
29.38
cfs
Unit peak time
Tp =
.05553
hrs
Unit receding limb,
Tr =
.22213
hrs
Total unit time,
Tb =
.27767
hrs
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
0 •
Type.... Unit Hyd. Summary Page 5.02
Name.... PRE Tag: 10 Event: 10 yr
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
Storm... TypeII 24hr Tag: 10
SCS UNIT HYDROGRAPH METHOD
STORM EVENT: 10 year storm
Duration = 24.0000 hrs Rain Depth = 4.9000 in
Rain Dir = P:\Project\12587\1-2\Engr\COMPS\
Rain File -ID = - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = P:\Project\12587\1-2\Engr\COMPS\
HYG File - ID = - PRE 10
Tc = .2500 hrs
Drainage Area = 2.160 acres Runoff CN= 74
Computational Time Increment = .03333 hrs
Computed Peak Time = 12.0333 hrs
Computed Peak Flow = 5.98 cfs
Time Increment for HYG File = .0200 hrs
Peak Time, Interpolated Output = 12.0401 hrs
Peak Flow, Interpolated Output = 5.98 cfs
DRAINAGE AREA
ID: PRE
CN = 74
Area = 2.160 acres
S = 3.5135 in
0.25 = .7027 in
Cumulative Runoff
-------------------
2.2848 in
17914 cu.f•t
HYG Volume... 17914 cu.ft (area under HYG curve)
***** SCS UNIT HYDROGRAPH PARAMETERS *****
Time Concentration,
Tc =
.25000
hrs (ID: PRE)
Computational Incr,
Tm =
.03333
hrs = 0.20000 Tp
Unit Hyd. Shape Factor =
483.432
(37.46% under rising limb)
K = 483.43/645.333,
K =
.7491
(also, K = 2/(1+(Tr/Tp))
Receding/Rising, Tr/Tp =
1.6698
(solved from K = .7491)
Unit peak,
qp =
9.79
cfs
Unit peak time
Tp =
.16667
hrs
Unit receding limb,
Tr =
.66667
hrs
Total unit time,
Tb =
.83333
hrs
SIN:
PondPack Ver: 10.0 Compute Time: Date: OS/21/07
0 •
Page 6.01
Type.... Vol: Elev-Area
Name.... POND
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
(cu.ft)
volumft)um
(ft)
(sq.in) (sq.ft)
(sq.ft)
------------------------------------------------------99-
10
0
0
0
633.75
-----
1073
1187
99
634.00
-----
6414
10110
6740
6839
636.00
-----
8267
21963
14642
21481
638.00
-----
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Area1*Area2))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
Page 7.01
Type.... Outlet Input Data
Name.... Outlet
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 633.75 ft
Increment = .10 ft
Max. Elev.= 638.00 ft
OUTLET CONNECTIVITY
**********************************************
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
_-------------------------
Culvert -Circular Cv ---> TW 633.750 638.000
Weir-XY Points W1 ---> TW 636.300 638.000
TW SETUP, DS Channel
SIN: Compute Time: Date: 05/21/07
PondPack Ver: 10.0 Page 7.02
Type.... Outlet Input Data
Name.... Outlet
0
40
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID
= Cv
Structure Type
= Culvert -Circular
------------------------------------
No. Barrels
= I
Barrel Diameter
= .8300
ft
Upstream Invert
= 633.75
ft
Dnstream Invert
= 633.00
ft
Horiz. Length
= 132.00
ft
Barrel Length
= 132.00
ft
Barrel Slope
= .00568
ft/ft
OUTLET CONTROL DATA..
Mannings n =
Ke
Kb =
Kr
Hid Convergence =
INLET CONTROL DATA...
Equation form =
Inlet Control K =
Inlet Control M =
Inlet Control c =
Inlet Control Y =
T1 ratio (HW/D) _
T2 ratio (HW/D) _
Slope Factor =
.0130
.5000 (forward entrance loss)
040094 (per ft of full flow)
.5000 (reverse entrance loss)
.001 +/- ft
1
.0098
2.0000
.03980
.6700
1.158
1.304
-.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
At T1 Elev = 634.71 ft ---> Flow = 1.73 cfs
At T2 Elev = 634.83 ft ---> Flow = 1.97 cfs
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
Type.... Outlet Input Data Page 7.03
Name.... Outlet
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID = W1
Structure Type = Weir-XY Points
------------------------------------
;1 of Openings = 1
WEIR X-Y GROUND POINTS
X, ft Elev, ft
------------------
.00 638.00
5.00 636.30
23.00 636.30
28.00 638.00
Lowest Elev. = 636.30 ft
Weir Coeff. = 3.000000
Weir TW effects (Use adjustment equation)
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 40
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
•
Type.... Composite Rating Curve
Name.... Outlet
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev,
Total Q
Notes
----------------
--------
Converge
-------------------------
Elev.
Q
TW Elev
Error
ft
cfs
ft +/-ft
Contributing
--------------------------
Structures
--------
633.75
-------
.00
--------
Free
-----
Outfall
None
contributing
633.85
.03
Free
Outfall
Cv
633.95
.10
Free
Outfall
Cv
634.05
.21
Free
Outfall
Cv
634.15
.35
Free
Outfall
Cv
634.25
.54
Free
Outfall
Cv
634.35
.76
Free
Outfall
Cv
634.45
.99
Free
Outfall
Cv
634.55
1.24
Free
Outfall
Cv
634.65
1.50
Free
Outfall
Cv
634.75
1.72
Free
Outfall
Cv
634.85
1.85
Free
Outfall
Cv
634.95
1.89
Free
Outfall
Cv
635.05
1.94
Free
Outfall
Cv
635.15
2.00
Free
Outfall
Cv
635.25
2.06
Free
Outfall
Cv
635.35
2.12
Free
Outfall
Cv
635.45
2.18
Free
Outfall
Cv
635.55
2.24
Free
Outfall
Cv
635.65
2.29
Free
Outfall
Cv
635.75
2.35
Free
Outfall
Cv
635.85
2.41
Free
Outfall
Cv
635.95
2.46
Free
Outfall
Cv
636.05
2.52
Free
Outfall
Cv
636.15
2.57
Free
Outfall
Cv
636.25
2.62
Free
Outfall
Cv
636.30
2.65
Free
Outfall
Cv
+W1
636.35
3.28
Free
Outfall
Cv
+W1
636.45
5.91
Free
Outfall
Cv
+W1
636.55
9.71
Free
Outfall
Cv
+W1
636.65
14.45
Free
Outfall
Cv
+W1
636.75
20.01
Free
Outfall
Cv
+Wl
636.85
26.34
Free
Outfall
Cv
+W1
636.95
33.38
Free
Outfall
Cv
+W1
637.05
41.12
Free
Outfall
Cv
+W1
637.15
49.53
Free
Outfall
Cv
+W1
637.25
58.58
Free
Outfall
Cv
+Wl
637.35
68.28
Free
Outfall
Cv
+W1
Page 7.04
SIN:
PondPack Ver: 10.0 Compute Time: Date: 05/21/07
•
Type.... Composite Rating Curve
Name.... Outlet
File.... P:\Project\12587\1-2\Engr\COI4PS\SWM.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q
Elev.
Q
ft
cfs
637 45
78.62
637.55
89.59
637.65
101.18
637.75
113.39
637.85
126.21
637.95
139.66
638.00
146.61
Notes
-------- Converge -------------------------
TW Elev Error
ft +/-ft Contributing Structures
Free Outfall Cv +W1
Free Outfall Cv +W1
Free Outfall Cv +W1
Free Outfall Cv +W1
Free Outfall Cv +W1
Free Outfall Cv +W1
Free Outfall Cv +W1
SIN: Compute Time:
PondPack Ver: 10.0
Page 7.05
Date
05/21/07
Type.... Pond E-V-Q Table Page 8.01
Name.... POND
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
LEVEL POOL ROUTING DATA
HYG Dir = P:\Project\12587\1-2\Engr\COMPS\
Inflow HYG file = NONE STORED - POND IN 2
Outflow HYG file = NONE STORED - POND OUT 2
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = Outlet
No Infiltration
INITIAL CONDITIONS
----------------------------------
Starting
WS Elev =
633.75
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
.0200
hrs
Elevation
Outflow
Storage
Area
Infilt.
Q Total
2S/t + O
ft
cfs
cu.ft
sq.ft
cfs
cfs
cfs
----------------------------------------------------------------
633.75
.00
0
10
.00
.00
.00
633.85
.03
9
225
.00
.03
.29
633.95
.10
54
720
.00
.10
1.60
634.05
.21
154
1152
.00
.21
4.50
634.15
.35
278
1318
.00
.35
8.08
634.25
.54
418
1496
.00
.54
12.17
634.35
.76
577
1684
.00
.76
16.79
634.45
.99
756
1884
.00
.99
21.98
634.55
1.24
955
2095
.00
1.24
27.76
634.65
1.50
1175
2317
.00
1.50
34.14
634.75
1.72
1418
2551
.00
1.72
41.12
634.85
1.85
1686
2795
.00
1.85
48.67
634.95
1.89
1978
3051
.00
1.89
56.83
635.05
1.94
2296
3318
.00
1.94
65.73
635.15
2.00
2642
3597
.00
2.00
75.39
635.25
2.06
3016
3886
.00
2.06
85.84
635.35
2.12
3419
4187
.00
2.12
97.10
635.45
2.18
3854
4499
.00
2.18
109.23
635.55
2.24
4320
4822
.00
2.24
122.22
635.65
2.29
4819
5156
.00
2.29
136.14
SIN:
PondPack Ver:
10.0
Compute
Time:
Date:
05/21/07
0
0
Type.... Pond E-V-Q Table Page 8.02
Name.... POND
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
HYG Dir
Inflow HYG file
Outflow HYG file
Pond Node Data
Pond Volume Data
Pond Outlet Data
No Infiltration
INITIAL CONDITIONS
LEVEL POOL ROUTING DATA
P:\Project\12587\1-2\Engr\COMPS\
NONE STORED - POND IN 2
NONE STORED - POND OUT 2
POND
POND
Outlet
----------------------------------
Starting
WS Elev =
633.75
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
.0200
hrs
Elevation
Outflow
Storage
Area
Infilt.
Q Total
2S/t + O
ft
cfs
cu.ft
sq.ft
cfs
cfs
cfs
------------------------------------------------------------------------------
635.75
2.35
5351
5501
.00
2.35
150.99
635.85
2.41
5919
5858
.00
2.41
166.82
635.95
2.46
6523
6226
.00
2.46
183.66
636.05
2.52
7161
6457
.00
2.52
201.43
636.15
2.57
7811
6545
.00
2.57
219.55
636.25
2.62
8470
6633
.00
2.62
237.90
636.30
2.65
8803
6677
.00
2.65
247.16
636.35
3.28
9137
6721
.00
3.28
257.10
636.45
5.91
9814
6810
.00
5.91
278.53
636.55
9.71
10500
6900
.00
9.71
301.37
636.65
14.45
11194
6990
.00
14.45
325.41
636.75
20.01
11898
7081
.00
20.01
350.51
636.85
26.34
12610
7173
.00
26.34
376.63
636.95
33.38
13333
7265
.00
33.38
403.73
637.05
41.12
14063
7358
.00
41.12
431.77
637.15
49.53
14804
7451
.00
49.53
460.75
637.25
58.58
15554
7545
.00
58.58
490.63
637.35
68.28
16313
7639
.00
68.28
521.41
637.45
78.62
17082
7734
.00
78.62
553.11
637.55
89.59
17860
7830
.00
89.59
585.69
SIN:
PondPack Ver: 10.0
Compute
Time:
Date:
OS/21/07
•
i
Type.... Pond E-V-Q Table Page 8.03
Name.... POND
File.... P:\Project\12587\1-2\Engr\COMPS\SWM.PPW
LEVEL POOL ROUTING DATA
HYG Dir = P:\Project\12587\1-2\Engr\COMPS\
Inflow HYG file = NONE STORED - POND IN 2
Outflow HYG file = NONE STORED - POND OUT 2
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = Outlet
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
633.75
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
.0200
hrs
Elevation
Outflow
Storage
Area
Infilt.
Q Total
2S/t + 0
ft
cfs
cu.ft
sq.ft
cfs
cfs
cfs
------------------------------------------------------------------------------
637.65
101.18
18648
7926
.00
101.18
619.17
637.75
113.39
19445
8023
.00
113.39
653.52
637.85
126.21
20252
8120
.00
126.21
688.76
637.95
139.66
21069
8218
.00
139.66
724.91
638.00
146.61
21481
8267
.00
146.61
743.31
SIN:
PondPa(
77;
1
8
SITE PLAN APPLICATION
Department of Planning and Development Use only.
application received �v Application #
_ Complete. Date of acceptance
Incomplete. Date of return.
1.
Project Title:
Whitehall Retail Center
2.
Location of Property:
Martinsburg Pike (Route 11) and
(Address):
Rest Church Road
3.
Properly Owner:
George M. & Carol T. Sempeles
Address:
331 Woodbine Road
Clearbroolc, Virginia 22625
Telephone:
540-662-5802
4.
Applicant/Agent:
Patton .Harris Rust & Associates, pc
Address:
H 7 E. Piccadilly Street
Winchester, VA 22601
Telephone:
540-667-2139
5.
Designer:
Patton Harris Rust & Associates, pc
Address:
117 E. Piccadilly Street
Winchester, VA 22601
Telephone:
540-667-2139
Contact:
Joanne Maidens
77;
n
LJ
6a. Is this a standard or `Minorsite plan?
6b. Is this an original or revised site plan?
7a. Total acreage of parcel to be developed:
7b. Total acreage of parcel:
S. Property Information:
a) Property Identification Numbcr:
b) Current Zoning
c) Present Use:
d) Proposed Use:
e) Adjoining Property Use(s)
0 Adjoining Property Identification Number (s)
g) Magisterial District (s)
Standard X Minor
Original X Revised
2.16 acres
2.16 acres
34-A=2F.,
B2
Vacant
Retail
Vacant, Residential
34-A-2L, 34-A-11
Stonewall
I have read the material included in this package and understand what is required by the Frederick
County Planning Department. I also understand that all required material will be complete prior to the
submission of my site plan.
Signature Otv���
Date June 4, 2007
0
0
JLIIIC 8, 2007
COUNTY of I+REDERIC;•
Department of Public MO.,
540/665-5()
FAX: 540/ 678-O(,.
Ms. Joanne Maidens JUN B 2001
Patton Harris Rust & Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
RE: Site Plait Comments - Whitehall Retail
Frederick County, Virginia
Dear .ioanne:
Upon review of the revised site plan dated May 30, 2007, all of OL11' I)1'CVIOLIS C0111111C11tS
have been addressed. Therefore, we recommend our approval of the Subject site plan.
Sincerely,
(\ �, n
Joe C. Wilder
Deputy Director
.1CW/nllr
cc: Planning and Development
file
C:\Documents and Settill gs\i11R\i113, DocumentAlleview Formats\11'►IITE,I[ALLI2F;1'AIL.1+•pd
J
107 North Kent Street • Winchester, Virginia 22601-5000
0
0
COUNTY of FREDERIC
Department of P!ihlic Wor;:-,
540/665.5{,
FAX: 5-10/6784k, .
Ms. Joanne Maidens
Patton Harris Rust & Associates
117 East Piccadilly Street, Suite 200
Winchester. Virginia 22601
Re: Site Review Comments - Whitehall Retail Center
Frederick County, Virginia
Dear Joanne:
April 20, 2007
/ pn 2 3
Upon review of the subject site plan, we offer the following; comments:
l . Provide a note requiring cleaning/removal of any sediment on public or private roadways.
2. Demonstrate that concentrated stormwater runoff leaving the site discharges directly into an
adequate natural or manmade channel.
3. Place a note on the plan which indicates that it will be neces.sary to install an adequate
temporary stormwater management facility.
4. Provide a note on the plan which indicates that the first step in the grading operation shall be
construction of the regional stormwater facility.
5. Place a note on the plan which indicates that it will be necessary for a professional engineer
to certify the construction of the stormwater management facility as well as all drainage
structures. It will be necessary to submit a letter and as -built drawings with an engineer's
seal to our department upon its completion.
Once these comments have been addressed please submit one complete set of the revised
plans for our records. Please highlight on the revised plans the changes listed above.
Sincerely.
'J C. Wilder
Deputy Director
JC W/mlr
cc: Mark Cheran, Zoning and Subdivision Administrator
file
107 North Kent Street • Winchester, Virginia 22601-5000
1ji Rlk��
COUNTY of FREDERICK
Department of Planning and Development
540/665-5651
FAX: 540/ 665-6395
May 1, 2007
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
117 E. Piccadilly Street, Suite 200
Winchester, Virginia 22601
Re: Review Comments for Site Plan 928-07; Whitehall Retail
Property Identification Number (PIN): 34-A*E
L� 6
Dear Joaiuie:
Planning Staff has reviewed the above -referenced site plan to determine if administrative approval can
be granted. At this time, administrative approval cannot be granted. This site plan is denied until the
issues in this letter, as well as all issues of the other review agencies, have been adequately addressed.
Please review Staffs comments listed below and then prepare a revised site plan which adequately
addresses each concern.
Review Comments:
1) Signed Application. The application provided with the site plan was not signed.
2) Zoning Boundary/Subdivision. The surveyed boundary show shows 335 feet, but the site is
only approximately 226 feet. Surveyed boundaries for this parcel need to be provided on the site
plan. The subdivision for this lot also needs to be recorded before the site plan is approved.
3) Parking Calculations. On sheet 3, provide a breakdown of the retail/restaurant parking
requirements.
4) Building Facade. Per the proffers from the rezoning, provide the type of fagade being used on
the building.
5) Interparcel Connections. Label all Interparcel connections.
6) Directional Arrows. Provide directional arrows throughout the site.
7) Berm Detail. Provide a detail for the six foot berm.
8) Adjoining Properties. Show all adjoining properties, including properties across Martinsburg
Pike.
9) Interior Landscaping. Revise the interior landscaping to show 12 trees, not nine.
10) Lighting. On sheet 5, it appears that some of the lighting is spilling over onto the property to the
north; ensure that all lighting is kept on this property.
11) Lighting Details. Provide a detail for the pole lights being used; also show the location and type
of any wall pack lighting being proposed.
107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
Re: Site Plan 1128-07
May 1, 2007
12) Landscaping. The zoning district buffer needs to be extended to meet the Martinsburg Pike
buffer; revise the number of trees and buffer length in the detail as well.
13) Martinsburg Pike Landscaping. The buffer- along Martinsburg Pike currently only shows
Junipers. This buffer should also show ornamental trees in addition to the junipers.
After you have revised the site plan, please resubmit two copies so that I may verify the information
contained on the plan. I will need all approved review agency comment sheets and at least five copies of
the final plan for approval. Comment sheets are required from the following agencies: the Virginia
Department of Transportation, the Frecleirick County Inspections Department, the Frederick County
Engineer, the Frederick County Fire iWarshal, and the Fireclerick County Sanitation Authority.
Do not hesitate to contact me if you have any questions or concerns regarding this letter.
Sincerely,
Candice E. Perkins
Planner- II
Attachment
CEP/bad
cc: George Sempeles, 331 Woodbine Road, Winchester, VA 22625
0
•
Request For Site Plan Continents
Department of Planning and Development
Mail to: Hand deliver to:
Department of Planning and Development 107 N. Kent St.
Attn: County Planner Fourth Floor
107 N. Kent Street Winchester, VA
Winchester, VA 22601 (540) 665-5651
(540) 665-5651
Please fill out the information as accurately as possible in order to assist the agency with their review.
Please attach two (2) copies of the site plan with this sheet.
Applicant's Name
Address:
Phone Number
Patton IIarris Rust & Associates, pc
c/o Joanne Maidens
117 E. Piccadilly Street
Winchester, VA 22601
(540) 667-2139
Name of development and/or description of the request:
Whitehall Retail Center
Location of property:
Martinsburg Pike (Route 1 1) and Rest Church Road
Planning and Development's Comments:
Planning and Development use only
Date received
Incomplete
Date reviewed
Signature and Date
Signature and Date (revisi
Date revision received
Incomplete
Date reviewed
Date approved
•
•
SITE PLAN CHECKLIST
The Site Plan Checklist, shown below, lists the information which is required to be on cacti site plan. Site plans which
are incomplete or missing information, will be returned to the applicant (s) for revision.
Project Infornurtion Section
1/ (1)
(2)
(3)
NA (4)
(5)
(13)
A title that includes the name of the proposed or existing business and a subtitle which
describes the proposed development.
The name, address, and phonc number of the land owner, developer, and designer.
The Frederick County Property Identification Number (PIN) of all lots included on the
site plan.
The number and type of dwelling units included on the site plan for residential uses.
The total land area and total developed land area of all lots included on the site plan.
A detailed description of the proposed use or uses of the development, as well as a
description of the existing use or uses.
A reference to any other site plan or master development plan approved by the county
for the site.
The date the site plan was prepared and a list of all revisions made, including the date
and a description of why the site plan was revised.
A table of contents including all pages of the site plan.
A list of all proposed utility providers, with their address, name and phone number.
An inset map showing the location of the site, along with the location of streets, roads
and land uses within five hundred (500) feet of the property.
A statement listing all requirements and conditions placed on the land included in the site
plan resulting from approval of conditional zoning or a conditional use permit.
A description of setbacks or conditions placed on the site as a result of an approved
variance.
z (14) The name of the Magisterial District the property is located within.
Cnlcidations Section
(15) Calculations showing the Floor Area Ration (FAR) of the site, including the maximum
allowed FAR, total ground floor area, total floor area, and total lot area.
G.
4— ti
E
•
✓ (16) Calculations showing the total number of required and proposed parking spaces,
including the total number of existing and proposed spaces.
✓ (17) Calculations showing the total number of required handicap spaces, Including the total
number of existing and proposed spaces.
✓ (18) Calculations showing the total number of required loading spaces, including the total
number of existing and proposed spaces.
(19) Calculations showing the total number of required perimeter and interior trees required,
including the number of provided trees.
(20) Calculations showing the percentage of the property that will be landscaped and the
percentage of woodlands disturbed.
Site Plan & Details Section
(21)
The location of all adjoining lots with the owner's name, specific use, zoning, and zoning
boundaries shown.
✓ (22)
The location of all existing or planned right-of-ways and casements that adjoin the
property, with street names, widths, and speed limits shown.
(23)
All nearby entrances that are within two hundred (200) feet of any existing or proposed
entrances to the site.
l�
(24)
All existing and proposed driveways, parking and loading spaces, parking lots and a
description of surfacing material and construction details to be used. The size and angle
of parking spaces, aisles, maneuvering areas, and loading spaces shall be shown.
✓
North
(25)
A arrow.
_'
(26)
A graphic scale and statement of scale.
✓
(27)
A legend describing all sy►;nbols and other features that need description.
(28)
A boundary survey of the entire parcel and all lots included with distances described at
least to the nearest hundredth of a foot.
(29)
The present "zoning of all portions of the site, with the location of "zoning boundaries.
(30)
The location of all existing and proposed structures, with tilt height, specific use, ground
floor area, and total floor area labeled.
(31)
The location of all existing and proposed outdoor uses, with the height, specific use, and
land area labeled.
Z(32)
Existing topographic contour Imes at intervals acceptable to the Zoning Administrator.
Proposed finished grades shall be shown by contour.
(33)
The location of the front, side, and rear yard setback lines required by the applicable
zoning district.
H
(34) The location and boundaries of existing environmental features, including streams,
floodplains, lakes and ponds, wetlands, natural stormwater retention areas, steep slopes,
and woodlands.
N—
(35)
The location of outdoor trash receptacles.
�Z
(36)
The location of all outdoor lighting fixtures.
(37)
The location, dimensions, and height of all signs.
(38)
The location of required buffers, landscaping buffers, and landscaped screens, including
examples, typical cross sections or diagrams of screening to be used. The location and
dimensions of required fencing, berms, and similar features shall be specified.
N/1
(39)
The location of recreational areas and common open space.
I Z"
(40)
The location ofall proposed landscaping with a legend. The caliper, scientific name, and
common name of all deciduous trees. The height at planting, scientific name, and
common name of all evergreen trees and shrubs.
/
(41)
The height at planting, caliper, scientific name, and common name shall be provided for
all proposed trees. The height at planting, scientific name and common name shall be
provided for all shrubs.
(42)
The location of sidewalks and walkways.
(43)
The location and width of proposed easements and dedications.
(44)
A stormwater management plan describing the location of all stormwater management
facilities with design calculations and details. U1 011-o,*A Ul tc�(�.l 1J�� t� >r s., �7� q {ti
l�
(45)
A soil erosion and sedimentation plan describing methods to be used.
(46)
The location and size of sewer and water mains and laterals serving the site.
1�
(47)
Facilities necessary to meet the requirements of the Fire Code.
(48)
A signed seal of the certified Virginia land surveyor, architect, or engineer who prepared
the plan.
(49)
A space labeled "Approved by the Frederick County Zoning Administrator" for the
"site
signature of the Zoning Administrator, approval date, and a statement that reads
plan valid for five (5) years from approval date."
Patton Harris Rust & Associate* •
Engineers, Surveyors, Planners, Landscape Architects
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
R+A T 540.667.2139
PH
F 540.665.0493
Memorandum
Mark Cheran, Planning
Joe Wilder, Public Works
Terri Welsh, Fire and Rescue
John Trenary, Inspections
John Whitacre, FCSA
To: Loyd Ingram, VDOT
From: Joanne Maidens
Date:
Project Name/Subject:
PHR+A Project file Number:
April 3, 2007
Whitehall Retail Center
12587-1-2
cc: George Sempeles
We've Prepared plans for a retail/ restaurant site in Frederick County, VA The site plan includes proposed
parking and related utilities. Access to the site will be from an existing entrance on Route 11.
The site is served by public water and sewer. Storm water management is provided by a regional pond under a
separate site plan..
If you have any questions, please give me a call.
APR 3 2007
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