HomeMy WebLinkAbout04-09 Carmeuse Natural Chemicals - Quarry - Back Creek - BackfilePlease note: The site plans associated with this file are
located in the file room.
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Ir
SITE PLAN TRAC_K_ING SHEET
Comment Sheets:
GIS
VDOT
Sanitation Authority
Winchester _
Inspections
Stephens City
Public Works
Middletown _
Parks & Rec
Airport
One copy of Site Plan application form
✓ Payment of site plan review fee
✓ One reproducible copy of Site Plan
OPEN FILE:
File Opened
toa
Reference Manual updated/number assigned
D-base updated d
/ Application Action Summary updated
CLOSE FILE:
AApproved (or denied) letter mailed to applicant/copy to file and cc's
44a�1—o�4 File stamped "approved", "denied" or "withdrawn"
/a-: 0 Reference Manual updated
LQ 3 Q D-base updated
3 Application Action Summary updated
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Department of Planning and Development
540/665-5651
FAX: 540/665-6395
)09
Ms. Joanne Nvlaidens
Patton Harris Rust & Associates, PC
117 L. Piccadilly Street, Suite 200
Winchester, Virginia 22601
RE: Approval of Site Plan #04-09; Carmeuse Natural Chemicals — Facility Expansion and
Grading of a Portion of Berm A
Property Identification Numbers (PINS): 90-A-2, 4, -, 7, 8, 9
Dear Joanne:
The above -referenced site plan was approved on March 23, 2009. The site plan is approved for the
construction of a facility expansion and a portion of Berm A located on the Carmcuse Natural Chemicals
Site in the Back Creel: Magisterial District. The facility expansion consists of new conveyers, a screen
tower and rail expansions. Berm plantings shall be in conformance \vlth sheet 8 of the site plan.
All requirements of the Frederick County Zoning Ordinance have been met in the approved site plan,
including rcviCw agenCY COnlillents fPOnl 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 schedulC an on -site inspection. Do not hesitate to
contact me if you have any questions or concerns.
Sincerely,
Candice C. Perkins, AICP
Senior Planner
Attachments
CEP/bad
cc: Jane Anderson, ]Zeal Estate
Gary A. Lofton, Back Creck District Supervisor
Cordell Watt and Greg Unger, Back Creek District Planning Commissioners
Commissioner of Revenue
Carnleuse Lime and Stone, 1696 Oranda Rd., Strasburg, VA 22657
107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000
• •
Patton Harris Rust & Associates Transmittal
Engineers. Surveyors. Planners. Landscape Architects.
PWinc117 East Piccadilly Street
hester,H
�- Virginia 22601
T 540.667.2139
f 540.665,0493
To: Candice Perl6ns
Organization/Company: Frederick County Planning
Address: 107 N. Kent Street
Winchester, VA 22601
Telephone Number:
Date:
From:
Project Name/Subject:
Via:
March 20, 2009
Joanne Maidens
Cu-meuse Nattinal Chen-ucals
Internal Project File #:
Quantity File # Date Description Transmitted
❑ Herewith
1 ea. Agency Approvals ❑ Under separate cover
Construction Drawings for Approval
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 Pnnls
• 0 Ivr�
Request for Site Plan Comments �rG
Frederick County Inspections Department
�a
Mail to:
Frederick County Inspections Dept.
Attn: Building Official
107 N. Kent Street
Winchester, VA 22601
(540) 665-5650
JAN t T" ,
Hand deliver to:
107 N. Kent St., Suite � E� !c INSPE t
WORKAIhSPE�ION$
North Building, 2"d Flo
Winchester, VA 22601
(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 Hams Rust & Associates
c/o Joanne Maidens
117E Piccadilly Street, Suite 200
Winchester, VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request
Carmeuse Natural Chemicals
Location of property: McCune Road, Middletown, VA 22645
Inspections Development's Comments:
Inspection Dept. use only
Date received
Incomplete
Date revicNved
Signature and Date
Signature and Date (revision)
Date revision received
Incomp�lete
Datv'r�vie�vcd . %
Date approved ��o
Proposed MCC & compressor building shall comply with The Virginia Uniform Statewide
Building Code and Section 312, use group U (Utility and Miscellaneous) of The International
Building Code 2006.
Please note the requirements in Chapter 17 Special Inspections for this type structure, soils,
concrete, bolts, etc.
•
C�1
Request for Site Plan Comments
Frederick County Public Works Department
Mail to:
Frederick County Engineering Dept.
Attn: Director of Engineering
107 N. Kent Street
Winchester, VA 22601
(540) 665-5643
Hand deliver to:
107 N. Kent St., Suite 200
North Building, 2nd Floor
Winchester, VA
(540) 665-5643
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:
Patton Hams Rust & Associates
c/o Joanne Maidens
117E Piccadilly Street, Suite 200
Winchester. VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request: Carmeuse Natural Chemicals
Location of property: McCune Road, Middletown, VA 22645
ngineering Dept. use only
Date received
Incomplete
Date revision recciN cd__ Date approved
Incomplete
Date revieNved Date rcvie\
Signature and Date __ _ _ eel,
Signature and Date (revisions) _
RECEIVED
IA N 1 - 'op9
"U UWVTr
Luc w� t wsi:rr;��
From:LIFESAFE
•
0 lam( 2009 10.28
#634 P.001/001
cti
Frederick Gout -ay Fire and Rescue
a cCepartment
a Office of the Fire Marsha!
{ r Plan Review and Comments
TRCTT[TAn�
Control number Date received
S PO 9 - M) i 1/15/2008
Project Name
Carmuese Natural Chemicals
Address City
117 E Piccadilly Street, Suite 200 Winchester
Tyr)e Application Tax ID Number
Site Plan 90-A-2
Current Zoning
EM
Aulomat:c Sprinkler System
No
Other recommendation
Emergency Vehicle Access
Adequate
Siamese Location
Not Identified
Emergency Vehicle Access Comments
Access Comments
Additional Comments
Plan Approval Recommended
Yes
Date reviewed Dale Revised
1 / 16/2008
Applicant
Patton Harris Rust & Associates
Stale Zip Applicant Phone
VA 22601 540-667-2139
Fire District Rescue District
12 12
RecommeH CILIU1111s
Automatic Fire Alarm System
No
Hydrant Location
Not Identified
RoadwayrAisleway Width
Adequate
Reviewed By Signature
J Neal
Title
Election District
Back Creek
Residential Sprinkler System
No
Fire Lane Required
No
Special Hazards
No
Patlon Harr' Rust & Associates
PHCtA
cc):: : ;., E
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MA; L,'.::0 OFFICES
PENNSYLVANIF OFFICE
T .:r. !,67 [ 1 39
F 665 :93
tas; c;d h, Sir.--.
:ter
MAR 1 0 2009
10 March 2009
1\/Is. Candice Perkins, AICP
Frederick County Planning
107 N. Kent Street
Winchester, Virginia 22601
RE: Carn-leuse Natuinl Chemicals
Second Review Comments for Site Plan # 04-09
Dear Candice,
The following comments are in response to your letter dated March 6, 2009.
l) Si'011r1/11rc�13/ocklock. The siglial11re blar•k /rur /he %olling 11dwilil'SlJZJlor needs to iJn•lude the
e.\Ph' Nion Ira1g111{fie: silt, rla/1 IJr1/id for./il)e (5)'yearr /ioly dale al' %oJUJJg Adaliuish'(1lor
1/)PJ 01J(1I
Expiration language has been added to signature block.
2) L.vis ing FaEi/ilt, and Pro/cared Addilioll.i. The needs to be de/iwaled clout;
wilh each pJopo.red addiliou. /]// s/ntauJes need to be labeled along u)ilh heihl andsquare
/oo/ae.
Existing and proposed facilities have been labeled and a table with proposed
buildings height and square footage has been added to the plan.
3. 1 L01Ye.1*10' l*P'/YOV( 1. A ('0/1p a� the leller./iolll the Dale F017 sler u.'as uo/ allaz'hed /o the
JesublviSSJ011.
The letter from the State Forrester is attached.
Attached is one copy of the revised plan. Let me know when this information has
been verified and I will subnut the approved review agency continent sheets and
additional copies of the plans. Please call if you have any questions.
Sincerely,
PATTO�NIIARR
at ie M. Maidens
MM/ Id
Enclosure
RUST & ASSOCIATES
1
l Z---,
cc: Andy Wright, Cirmeuse Lime and Stone
Reuional Forester
COMMONWEALTH of VIRGINIA
DEPARTMENT OF FORESTRY
470 George Dean Drive
Charlottesville, VA 22903
2400 Valley Avenue, Suite 17 (434) 977-5193
Winchester, VA 22601 FAX (434) 296-3290
540/722-3496
FAX: 540/722-7543
E-mail: gerald.crowell@dof.virginia.gov
February 25, 2009
Ms. Candice Perkins
Frederick County
107 North Kent Street
Winchester, VA 22601
Dear Ms. Perkins;
1 have reviewed the Carmeuse Chemicals site plan, revision date of February 20, for planting of
the existing and proposed berms with trees.
I feel this revision is acceptable and should accomplish the purpose of stabilizing these berms
and making them more visually attractive. I recommend the use of the smaller bare -rooted
seedlings as much as possible in these projects. While not providing the instant forest as larger
landscape trees, this will result in a cost savings over the larger trees and still provide an
effective visual screen.
Please feel free to contact me if you have questions or whenever I can be of assistance.
Sincerely,
Gerald R. Crowell
Area Forester
N ission: "We ProtectoDevelop Healthy, Sustainable Forest Resource m. Virginians."
COUNTY of FREDERICK
Department of Planning and Development
2009
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
117 E. Piccadilly Street, Suite 200
Winchester, Virginia 22601
Re: Second Review Comments for Site Plan #04-09; Carmeuse Natural Chemicals
Property Identification Numbers (PINS): 90-A-2, 4, 5, 7, 8, 9
Dear Joanne:
540/ 665-5651
FAX: 540/665-6395
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
Staff s comments listed below and then prepare a revised site plan which adequately addresses each concern.
Review Comments:
1) Sijjnature Block. The signature block for the Zoning Administrator needs to include the expiration
language: site plan valid for five (5) years from date of Zoning Administrator Approval.
2) Existing Facility and Proposed Additions. The existing facility needs to be delineated along with
each proposed addition. All structures need to be labeled along with height and square footage.
3) Forrester Approval. A copy of the letter from the State Forrester was not attached to the
resubmission.
After you have revised the site plan, please resubmit one copy 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 Frederick County Inspections
Department, the Frederick County Engineer and the Frederick County Fire Marshal.
Do not hesitate to contact me if you have any questions or concerns regarding this letter.
Sincerely,
;1
Candice E. Perkins, AICP
Senior Planner
Attachment
cc: Carmeuse Lime and Stone, 1696 Oranda Rd., Strasburg, VA 22657
CEP/bad
107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000
w
Patton Harris Rust & Associates
VI: ,";", OFFICES
5t,
M+,:,t;,r:D OFFICES
au�F
PENNSYLVA IA OFFICE
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T : % . 3)
F '^ 6c5 0"'>3
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F F 2 7 2009
24 February 2009
iMs. Candice Perkins, AICP
Frederick County Planning
107 N. Kcnt Strect
Winchester, Virginia 22601
RE: Carmeuse Natural Chemicals
Review Comments for Site Plan #04-09
Dear Candice,
The following comments are in response to your letter dated February 17, 2009.
1) Cot.etsheel. On The covetsheel, the title plait is "Caiwiense Naltrtal Chemicals". For The
purposes of this plan, e%pand the title to state That this plan is forgtarling and a portion of
helm at -ea A.
The Title has been revised on the cover sheet.
2) Key Ali . The kq, Ivap on sheet 2 shop/J• a ptnposed facill�, and convyets lhat are not
shon)n in the remainder of the plan. If these improvements atv plvposed with this site plan,
they need to he shon,,n on the silo plan; if nol, they mill need to be submitted oil a separate site
plan as indicated on sheet 2.
New facilities, conveyers, and railroad tracks are proposed with this plan and
have been clearly labeled and shown on the rest of the plan.
3. E%-sling Bern. On the key Ivap, label the etizsling berm aim as indicated
Existing berm has been labeled.
4. PTAT Nmmbers. The covetsheel shown PIN 9011-2, sheet 2 has 34A2E and the site plan
application submitted has 90A-1-9.
The conflicting PIN numbers have been corrected.
5. A6oiner lifomlation. Clat�r the adoiner infonmlion as indicated on sheet 2.
Adjoiner information has been updated.
6. Phase I Plan. This site plan only accounts for a pot/ion of the Phase I area as shon)n on the
approved GDP forth the Rezoning. It appeals that this site plan should he e%panded to
provide for the entire Bow Aiea A in the Phase I Plan.
Berm A has been extended to the property line. The rest of Berm A will be
extended after completion of the MDP for the newly rezoned EM areas.
7. Berm Height. Ensure the pnoposerd Germ meets proffer 2.2 (min height 10 feet -max height
30 feet).
The average height of the proposed berm is 12'. At no point is the berm less
than 10' or greater than 30', so it meets Proffer 2.2.
8. Landscape Plan. On sheet 8, a site plan that shon)s all the plantings on the Gear needs to be
shown.
A plan view has been added to sheet 8 showing the location of the berm
plantings.
9. Soil Stockpiles Indicate if this plan mill also reduce the height of the etistinrg soil stockpiles
PHRAas required ly proffer 2.3.
The existing stockpiles referenced by Proffer 2.3 will be reduced in height with
the construction of Berm B under a separate plan.
10. State Forester: Provide a comment on the proposed Geri» plan from the State Fonster.
A letter from the State Forester is attached.
11. General lVotes. On the corersheel and under the proper y notes, provide the follonving notes:
(1) All outdoor lighting mist be shielded to pi ventglare onto ar§oMing properties and road
right of mays, and (2) All ulilr'ties nurse be underground.
The General Notes have been updated.
12. Landscaping 1Votes. On sheet 8, notes need to be provided that state (1) all planting shall
conform n4th §163-36B of the Frederick County Zoning Ordinance (Plant selection,
plantinng procerbue, and nraintenance), and (2) any plant substitutions gust be approved in
nvriting ly the Fierlerick Corrnty Planninng Department.
The landscaping notes have been added to sheet 8 of the plans.
Attached is one cop}' of the revised plan. Let me know when this information has
been verified and I will submit the approved review agency comment sheets and
additional copies of the plans. Please call if you have any questions.
RUST & ASSOCIATES
ne \-f. Maidens
j,fAl/kf
Enclosure
cc: Andy Wright, Camieuse Lime and Stone
0 Request for Site Plan Comments is
Frederick County Public Works Department
Mail to:
Fre dedck County Engineering Dept.i ,
Attil: Director of Engineering
i V T. Kent Street
Winchester, VA 22601
(540) 665-5643
Hand deliver to:
6 2009 107 N. Kent St., Suite 200
North Building, 2nd Floor
Winchester, VA
(540) 665-5643
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 Nance: Patton Harris Rust & Associates
Address: c/o Joanne Maidens
117 E. Piccadilly Street, Suite 200
Winchester, VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request:
Location of property:
Carmeuse Natural Chemicals
McCune Road. Middletown, VA 22645
Engineering Dept. use onl:
Date received Date revision receivedDate approved/�
Incomplete Incomplete
Date reviewed Date revie
Signature and Date --
Signature and Date (revisions) --
FCFIVFD
,
r, �
COUNTY 11 ____ I K
Department of Planning and Development
540/665-5651
FAX: 540/ 665-6395
February 17, 2009
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
117 E. Piccadilly Street, Suite 200
Winchester, Virginia 22601
Re: Review Comments for Site Plan 904-09; Carmeuse Natural Chemicals
Property Identification Number (PIN): 90-A-2
Dear Joanne:
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) Coversheet. On the coversheet, the title of the plan is "Carmeuse Natural Chemicals". For the
purposes of this plan, expand the title to state that this plan is for grading and a portion of berm
area A.
2) Key Map. The key map on sheet 2 shows a proposed facility and conveyers that are not shown
in the remainder of the plan. If these improvements are proposed with this site plan, they need to
be shown on the site plan; if not, they will need to be submitted on a separate site plan as
indicated on sheet 2.
3) Existing Beim. On the key map, label the existing berm area as indicated.
4) PIN Numbers. The coversheet shows PIN 90-A-2, sheet 2 has 34-A2E and the site plan
application submitted has 90A-1-9.
5) Adioiner Information. Clarify the adjoiner information as indicated on sheet 2.
6) Phase I Plan. This site plan only accounts for a portion of the Phase I area as shown on the
approved GDP from the Rezoning. It appears that this site plan should be expanded to provide
for the entire Berm Area A in the Phase I Plan.
7) Berm Height. Ensure the proposed berm meets proffer 2.2 (min height 10 feet -max height 30
feet).
8) Landscape Plan. On sheet 8, a site plan that shows all the plantings on the berm needs to be
shown.
107 North Kent Street, Suite 202 ^ Winchester, Virginia 22601-5000
Ms. Joanne Maidens
Patton Harris Rust & Associates, PC
Re: Site Plan H04-09
February 17, 2009
9) Soil Stockpiles. Indicate if this plan will also reduce the height of the existing soil stockpiles as
required by proffer 2.3.
10) State Forester. Provide a comment on the proposed berm plan from the State Forester.
11) General Notes. On the coversheet and under the property notes, provide the following notes:
(1) All outdoor lighting must be shielded to prevent glare onto adjoining properties and road
right-of-ways, and (2) All utilities must be underground.
12) Landscaping Notes. On sheet 8, notes need to be provided that state (1) all planting shall conform
with § 165-36B of the Frederick County Zoning Ordinance (Plant selection, planting procedure, and
maintenance), and (2) any plant substitutions must be approved in writing by the Frederick County
Planning Department.
After you have revised the site plan, please resubmit one copy 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 Frederick
County Inspections Department, the Frederick County Engineer and the Frederick County Fire Marshal.
Do not hesitate to contact me if you have any questions or concerns regarding this letter.
Sincerely,
Candice E. Perkins, AICP
Senior Planner
Attachment
cc: Carmeuse Lime and Stone, 1696 Oranda Rd., Strasburg, VA 22657
CEP/bad
• 0
SITE PLAN APPLICATION
Department of Planning and Development Use only.
> n Application # �/
Date application received A � � �� pl
Complete. Date of acceptance
Incomplete. Date of return.
I . Pi-ojcct Title:
Carmcuse Natural Chemicals
2. Location of Property:
McCune Road
(Address):
Middletown, VA 22645
3. Property Owner:
Cal'111eLlsc Lime and Stone
Address:
1696 Orancla Road
Strasburg, VA 22657
Telephone:
540.465.5161
4. Applicant/Agent:
Patton Harris Rust & Associates
Address:
117 C. Piccadilly Street, Suite 200
Winchester, VA 22601
Telephone:
540-667-2139
5. Designer:
Patton Harris Rust & Associates
Address:
117 C. Piccadilly Street, Suite 200
Wlnclicstcr, VA 22601
Telephone:
540-667-2139
Contact:
Joanne Maidens
6a.
6b.
7a.
7b.
8.
a)
b)
c)
(1)
C)
0
g)
Is this a standard oainor' site plan?
Is this an original or revised site plan?
Total acreage of parcel to be developed:
Total acreage of parcel:
Property Information:
Property Identification Number:
Current Zoning
Present Use:
Proposed Use:
Adjoining Properly Usc(s)
Adjoining Property Identification Number (s)
Magisterial District (s)
Standard X Minor
Original X Revised
25
251.2
O\D -A- Z.
EM
Quarry
Quarry
Agricultural
90A, 10, 20, 23 83-A-67, 107, 109, 84-A-16
Back Creek
I have read the material included in this package arld understand what is required by the Frederick
COL111ty Planning Department. I also understand that all 1-cgL11rCC1 material will be complete prior to the
submission of my site plan.
Signature
Date
T Special Limited Power of Attorney
County of Frederick, Virginia
Frederick Planning Web Site: wwm,co.frgder-Jck.va,us
Depnrtmcnt of Planning & Development, County of Frederick, Virginia,
107 North Kent Strect, Winchester, Virginia 22601
Phone 540-665-5651 hacsimile 540-66.5-6395
Know All Men By Those PrescnL• Tliat 1 (kyl)
LckY nr,VuS'c Z, ,,.L� :�% - I
(Nflmc) (=>�s�eai;cs-Al,.fn ml-(=,�etds (Phone) 540.465.5161
(Address) 1696 Oranda Road Strasburg VA 22657
the owner(s) of all those tracts or parcels of land ("Property") conveyed to me (us), by (Iced recorded in the Clerk's
Office of the Circuit Court of the County of Frederick, Virginia, by
Instrument No. 62R^ on Page 721 , and is described as
Parcel 90 Lot: A Block: Section: 1-9 Subdivision:
do hereby make, constitute and appoint:
(Name)Patton Harris Rust & Associates Phone: 540.667.2139
(Address) l 17 F Piccadilly Street Suite 200 Winchester VA 22601
'ro act as my true and lawful attorney -in -fact for and in my (our) name, place, and stead with full power and authority
I (we) would have if acting personally to file planning applications for my (our) above described Property, including;:
Rezoning (including proffers)
Conditional Use Permits
Master Development Plan (Preliminary and IF1n:d)
Subdivision
X Site flan
My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously
approved proffered conditions except as follows:
This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or
modified.
In witness thereof, I (we) have hereto set my (our) hand and seal this day of , 200_
Sig;naturc(s)
Stale of Virgir+ii, City/County of
l'o-wit:
I Notary Public in and for thcjurisdiction
aforesaid, certify that the person(s) who signed to the foregoing instnnrlent personally appeared before vic
and has acknowledged the same before nic in the jurisdiction aforesaid this day of 200;
Notary Public
(:(;NM(!NWEALY/1 Or 160HbYLVANIA
r47i-ARIAL- SEAL
KAREN L. LITTLE - NOTARY PUBLIC
City of pittshurgh, Allegheny County
yY (:0'.".'r;S 0Y FYPir2FS AN 11, 2012
My Commission E-xpires:
0 •
Request For Site Plan Comments
Department of Planning and Development
Mail to:
Department of Planning and Development
Attn: County Planner
107 N. Kent Street
Winchester, VA 22601
(540) 665-5651
Iland deliver to:
107 N. Kent St.
North Building, 2"d Floor
Winchester, VA
(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:
Patton Harris Rust & Associates
c/o Joanne Maidens
117 E. Piccadilly Street, Suite 200
Winchester, VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request: Carmeuse Natural Chemicals
Location of property: McCune Road, Middletown, VA 22645
Planning and Development's Comments:
Planning and Development use only
Date received
Incomplete
Date reviewed
Signature and Date
Signature and Date (revision)
Date revision received
Incomplete
Date reviewed
Date approved
T V
0 Patton Harris Rust & Associates, p•
Carmeuse Natural Chemicals
Frederick Comity, VirgTinia
Erosion and Sediment Control Narrative and
Stol-nmater Manal4ement Plan
January 9, 2009
Project Description
The purpose of this project Is construction of a train loading facility, additional trail tracks and a
landscape and screening berm. The site is in Frederick County, Virginia. A site location map is
provided on the Plans. About 25 acres will be disturbed during construction.
Existing Site Conditions
The site is currently in use as a quarry much of the land is vacant and covered mainly with trees, grass
and brush. Slopes range from 2 to 80 percent.
Adjacent Areas
The site is bounded on the south by Reliance Road, on the east by a hotel, and on the north and west by
vacant property which will be developed as commercial to the west and residential to the north. Details
of the ownership of the adjacent areas are shown on the plans.
Offsite Areas
There will be no offsite disturbance with this plan.
Soils
The ofsite soils are 5C - Carbo silt loam: is a strongly sloping to moderately steep, moderately
deep, well drained soil. Typically the surface layer is silt loam about 9 inches thick. The surface
layer has a moderately low content of organic matter. The slowest permeability is slow. It has a low
available water capacity and a high shrink swell potential. This soil is not flooded and is not
ponded. The seasonal high water table is at a depth of more than 6 feet. These soils have a
moderate erosion hazard and are in the hydrologic soils group C. 14B Frederick-Poplimento loams.
These gently sloping soils are very deep, and well drained. The surface layer consists of 5 to 7
inches of brown loam. The subsoil, to about 9 to 12 inches is silty clay loam or clay loam, below
that to 60 inches is brown silty clay loam or clay. The depth to bedrock is about 60 inches. These
soils have a moderate erosion hazard. These soils are in the hydrologic soils group B. 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. 3913—Swimley silt loam. This soil is very deep,
gently sloping, with 2 to 7 percent slopes and well drained. It is on ridges and side slopes in the
valley. Areas of this soil range from 3 to about 30 acres. Typically, the surface layer is dark brown
silt loam about 11 inches thick. The subsoil is red and yellowish red clay to a depth of about 60
inches or more. Bedrock is at a depth of 67 inches or more.
Permeability in this Swimley soil is moderate, and the available water capacity is moderate. Runoff
is medium. These soils have a moderate erosion hazard and belong to the hydrologic soils group C.
The other soil group on site is 36, which is the designation for a quarry. Soils information is
provided on the plans.
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
1.1 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.
1.2 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.
1.3 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.
1.4 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:
Pattoli Harris Rust & Associates, pc
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
IK
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.
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 Ilandbook. 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 from 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 frorn the project site (4VAC50-30-40 Minimum
Standard No. 2).
Patton Harris Rust & Associates, pc - 3
117 East Piccadilly Sheet, Suite 200
Winchester, Virginia 22601 540-667-2139
Stabilization measures shall be applied to earthen structures such as darns, 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
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. Culvert Sediment Trap — (STD & SPEC 3.08) Temporary stone sediment traps shall be
located at the culverts shown on the Plans to provide sediment trapping at each future
detention pond area.
4. Temporary Diversion Dike — (STD & SPEC 3.09) Temporary diversion dikes have been
designed to divert storm runoff from up slope drainage areas away from unprotected disturbed
areas and slopes to a stabilized outlet or to divert sediment -laden runoff from a disturbed area
to a sediment trapping facility such as a sediment trap or sediment basin.
Patton Harris Rust & Associates, pc
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
-4
5. Temporary Sediment Basin — (STD & SPEC 3.14) The temporary sediment basin has been
designed to trap sediment from 17 acres of drainage area. The basin will be installed during
the first phase of construction or as soon as rough grading allows.
6. Outlet Protection - (STD & SPEC 3.18) Riprap outlet protection has been sized to prevent
erosion at culvert outlets. Riprap aprons shall be constructed to the dimensions tabulated on
the Plans.
7. Culvert Inlet Protection- (STD &SPEC 3.08) Culvert inlet protection shall be installed
immediately following installation of stormwater controls or prior to construction activities
for existing culverts, to prevent sediment from entering the storm drains.
G. Sequence of Laud 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.
Sequence of Construction:
a. First Phase:
1. Construction entrance;
2. Silt fence, where applicable
3. Install diversion dikes and sediment trap and sediment basin.
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;
2. Install utilities;
3. Install railway stone base;
4. Inlet protection, rip rap outlet protection and silt Fence, where applicable
d. Fourth Phase:
1. Finish grade.
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
Patton Harris Rust & Associates, pc - 5
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
0 0
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 mamler.
(4VAC50-30-40 Minimum Standard No. 17).
STORAIWATER MANAGEMENT PLAN
GENERAL
All on -site structures have been sized to pass the 10-year storm Using the Rational Method. Storm
sewer calculations are provided on the Plans or in Attachment A.
No additional Storinwater Management or Water Quality is required; site already has an approved
Storm Water Pollution Prevention Plan in place that takes into account the quarry expansion.
Sediment basin calculations are provided in Attachment B.
Patton Harris Ritst & Associates, pc
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540-667-2139
-6
ATTACHMENT A
Carmeuse Natural Chemicals
Storm Culvert Computations
I
Culvert Summary
starting str
Inv. In
Inv. Out
L(ft)
D(in.)
S(%)
Type
1
658.95
657.00
391.71
24
0.50
RCP
2
659.90
659.17
147.12
24
0.50
RCP
3
666.17
665.57
72.77
36
1.00
RCP
4 677.00
669.59
140.00
5.29
24
RCP
Drainage Area Summary
DA
Frederick
DA
Area(ac) C
CA
T(c)min
i(2)in/hr
i(10)in/hr
Q(2)c(s
Q(10)cfs
1
10.80 0.30
3.24
15.00
3.02
4.16
9.78
13.48
2
9.50 0.30
2.85
15.00
3.02
4.16
8.61
11.85
3
21.00 0.30
6.30
15.00
3.02
4.16
19.03
26.21
4
11.90 0.30
3.57
15.00
3.02
4.16
10.78
14.85
PAProject\16048 Carmeuse\1-0\Engr\COMPS\STM
COMPS.Xls 0 PUB TBLS
1/7/2009 3:30 PM
M
Chapter 8 - Culverts
Appendix 8C-1
Inlet Control, Circular Concrete
I80
10,000
CHART
10
010 — 131 /8 (I�l
168
8,000
EXAMPLE
6•
�3)
L`
156
6 000
0.42 Inches (3,5 fset)
6
144
5,000
0.120ef►
5
4,000
>< ttvf
8.
5.
132
3,000
D feel
(1) 2.5 6.8
5'
4.
4.
120
2,000
(2) 2.1 7.4
(3) 2.2 7.T
—
4•
3.
108
sD In foot
3.
96
1,000
3'
Boo
84
600
500
/
/
a
2.
72
400
=
300
C
Z
60
(A
u
200
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1.5
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z
w
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0
v
54
c7
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48
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0
Z
J
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80
=
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— 1,07
Of
HW ENTRANCE ..-
40 p SCALE TYPE—`
1.0
.
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F-
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38
30
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1x
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9
9
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Q
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S
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9
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i�1�U ^'
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(3) Groom end
8
---•---•""`��—
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projecting
10
8
7
.7-
24
.7
6
to ass scale (2) or (3) project
21
5
horl=ontoll, 1• toms (I),thGA
4
use tlrolght Inclined Iln4 through
D and 0 ,calls, or reverse as
g
'6
3
Illuttrotsd,
g
)e
2
15
1.0
L_ .5 L
.5 .5
Liz HEADWATER DEPTH FOR
HEADWATER SCALES 283 CONCRETE PIPE CULVERTS
REVISED MAYt964 WITH INLET CONTROL
BUREAU OF PUBLIC ROADS JAN. 1093
Source: HDS -5
1 of 1
VDOT Drainage Manual
0
Chapter 8 - Culverts
Appendix
8C-1
Inlet Control, Circular Concrete
CvIveet
CHART
10
`k 10 -� I I, aka(-s
180
168
10,000
8,000
EXAMPLE
(2) (3)
�I
(c� w )2/
156
6 000
0-42 inches (3.5 felq
6.
6
144
5,000
Q. 120 eft
5
4,000
K NM
6
5
132
3,000
D fell
(1) 2.5 5.0
5'
4.
4.
120
(2) 2.1 7,4
2,000
(3) 2.2 7.7
—
4.
3.
108
'D
3'
In fesl
96
1,000
3.
800
84
6002-
_
2'
500
/
a
2.
72
400
3
=
300
j /
C
�C—
1.5
1.5
Z
1,5
60 v
200 / F
-
z
U1
F-
d
,.
54
/
a
w
a
(D
100
o
z
>
48
/
a
80
=
1.0
U
a
/ V
/2
60 W
1.0
LLL
p
50 HW SCALE ENTRANCE
a
10
�
w
36
40
D TYPE w
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9
tA3 r_
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_
g
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30
(I) SRearo edge ri(h •'
O
,9
I`f
ihead
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all''~
a
30
20
(2) Greor• end rllh
a
W
'8
--- "'
Groove end
Lu
27
rro)eeting
_----
10
8
—
.7
7-
4
.7
6
To use scale (2) or (3) project
21
5
horizontally Is scale (1), then
4
use straight Inclined lint through
D and 0 %colts, or reverse as
.6
3
Illustrated.
6
.6
IB
2
15
11.0
5
5
.5
L 12 HEADWATER DEPTH FOR
HEADWATER SCALES 2S3 CONCRETE PIPE CULVERTS
REVISED MAY1964 WITH INLET CONTROL
BUREAU OF PUBLIC ROADS JAN. 1093
Source: HDS -5
1 of 1 VDOT Drainage Manual
CAil? //U�/rx
Chapter
8 - Culverts
8C-1
Inlet Control, Circular Concrete
Appendix
CHART
10
0,��
180
10,000
168
8,000
EXAMPLE
(I)
(2)
(3)
156
6, 000
0.42 Inches (3.5 (sell
6'
6
14 4
5,000
O. 120 c1s
5
4,000
>< Nw
8.
5.
132
3,000
D feel
(I) 2.3 0.8
5'
4,
4.
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(2) 2.1 7.4
2.000
(3) 2.2 T.7
—
`3•
3.
108
3'
e0 In lest
96
1,000800
3,
84
600
/ /
2
2
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/
a
2.
w
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400
300
1.5
1.5
z
N
Of-
60
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200
/
F
1.5
Z
z
41
ME
0
54
a
/
a
w
100
O
z
48
�
80
=
a
V
60
0-
1.0
1.0
0
N
0
50 HW ENTRANCE
SCALE
I.0
ir
40
D TYPE
w
9
...._
30
(I) Sasars adge rIth
<
.
.9
UJ
a
O
33
-—...._. _�_
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headwall C3
--- _ a
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---.'"--_—
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-
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headeroll
—
---.
(3) Groove end
•5
Q
27
10
projecting
6
To use seals (2) or (3) project
21
5
hor liontally Is teals ([),them
4
use straight Inclined line through
D and D tells►, or revers@ as
,6
.6
3
illustrated,
IB
2
15
,5
1.0
.5
.5
L 12 HEADWATER DEPTH FOR
HEADWATER SCALES 2a3 CONCRETE PIPE CULVERTS
REVISED MAYt964 WITH INLET CONTROL
BUREAU OF PUBLIC ROADS JAN. 1293
Source: HDS -5
1 of 1 VDOT Drainage Manual
Chapter 8 - Culverts
Appendix 8C-1
Inlet Control, Circular Concrete
CHART
10
"C1D - IN, �5
180
10,000
168
8,000
EXAMPLE
(3)
156
D•42 Inches (3.5 (oil)
8.
6
144
5,000
0.120c/s
5
4,000
j x nrf
8.
5.
132
3,000
D tut
(I) 2.5 0.8
5.
4.
— 4.
120
(2) 2.1 1.4
108
2,000
(3) 2.2 7.7
—
4•
3'
"D in foil
3'
96
1,000
3.
80084
600
/
_
2'
2
500
/
a
2.
72
400
3
=
300
2
1.5
1.5
Z
60
V)
u
200
/
F-
1.5
=
Z
/
W
v
54
a
a
>
48
W
a
100
80
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Z
11
IW
U
44
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= (1
(�
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2
p
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D SCALE ENTYPETR CE
a
1.0
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Far
36
40
30
s
(1) j r square edge rith
W
<
.9
{� r
33
headwall
O
.9
�_..-----
a
O
Greore end with
h"odroll
W
=
.8
.6
30
(3) Groue end
27
pro"cling
10
8
7
7-
24
.7
6
To use scale (2) or (3) project
21
5
horizontally le scale (1), then
4
use slrolght Inclined line throu,h
D and 0 scale*, or reverse as
•g
'6
3
Illustrated.
g
IB
2
15
.5
1.0
5
.5
le
HEADWATER DEPTH
FOR
CONCRETE
PIPE
CULVERTS
HEADWATER SCALES 293
REVISED MAY 064 WITH
INLET CONTROL
BUREAU
OF PUBLIC ROADS JAM. I993
Source:
HDS
-5
1 of 1
VDOT Drainage Manual
0
0
ATTACHMENT B
Carmeuse Natural Chemicals
Sediment Basin Computations
•
•
1992
TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET
(with or without an emergency spillway)
Project
Basin # / Location S.c.&
Total area draining to basin: / acres.
Basin Volume Design
Wet Storage:
3.14
1. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres).
67 cu. yds. x I acres = 11 9.: 11 cu. yds.
2. Available basin volume cu. yds. at elevation J J Ll `1 (From
storage - elevation curve)
3. Excavate 1� cu. yds. to obtain required volume*.
* Elevation corresponding to required volume = invert of the dewatering
orifice.
4. Available volume before cleanout required.
33 cu. yds. x I acres = _gib I cu. yds.
5. Elevation corresponding to cleanout level = 665,0
5,Q
(From Storage - Elevation Curve)
6. Distance from invert of the dewatering orifice to cleanout level
(Min. = 1.0 ft.)
Dry Storage:
7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres).
67 cu. yds. x 1 ' % acres = 1 J�q cu. yds.
I * •
1992 3.14
8. Total available basin volume at crest of riser* - r% cu. yds. at
elevation 66 �) . (From Storage - Elevation Curve)
* Minimum = 134 cu. yds./acre of total drainage area.
9. Diameter of dewatering orifice = /,'� in.
10. Diameter of flexible tubing _in. (diameter of dewatering orifice
plus 2 inches).
Prelimina[y Design Elevations
11. Crest of Riser = �o 6 ' S
Top of Dam = �O
Design High Water =
Upstream Toe of Dam 2 S
Basin Shape
12. Length of Flow L = PO
Effective Width We 9z
If > 2, baffles are not required -),Oil
If < 2, baffles are required ;'_, A
Runoff
13. Q, cfs (From Chapter 5)
14. 025 = %�. / cfs (From Chapter 5)
Principal Spillway Design
15. With emergency spillway, required spillway capacity OP = Q2 = �, 7 cfs.
(riser and barrel)
Without emergency spillway, required spillway capacity QP = Q25 = ";A cfs.
(riser and barrel)
•
1992
3.14
16. With emergency spillway:
Assumed available head (h) _ / , 2 ft. (Using Q2)
h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation
Without emergency spillway:
Assumed available head (h) _ AL', ft. (Using Q25)
h = Design High Water Elevation - Crest of Riser Elevation
17. Riser diameter (Dr) _ �f 8 in. Actual head (h) _ /, 5 ft.
(From Plate 3.14-8.)
Note: Avoid orifice flow conditions.
18. Barrel length (1) = - 15- 0 ft.
Head (H) on barrel through embankment
(From Plate 3.14-7).
19. Barrel diameter = ;Ll in.
(From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]).
20. Trash rack and anti -vortex device
Diameter = 72, inches.
Height = 0, I inches.
(From Table 3.14-D).
Emergency Spillway Design
21. Required spillway capacity Qe = Q25 - QP = 7- / cfs.
22. Bottom width (b) = g ft.; the slope of the exit channel (s) _
2 .7 ft./foot; and the minimum length of the exit channel (x) _
ro 9 ft.
(From Table 3.14-C).
•
1992
3.14
Anti -Seep Collar Design
23. Depth of water at principal spillway crest (Y) = s, $ ft.
Slope of upstream face of embankment (Z)
Slope of principal spillway barrel (Sb) = .D %
Length of barrel in saturated zone (Ls)
i
24. Number of collars required = / dimensions = Sx 5
(from Plate 3.14-12).
Final Design Elevations
25. Top of Dam = (� 7 1
Design High Water =
Emergency Spillway Crest = (D(n9
Principal Spillway Crest = r 61
Dewatering Orifice Invert = 6 lO
Cleanout Elevation =
Elevation of Upstream Toe of Dam
or Excavated Bottom of "Wet Storage
Area" (if excavation was performed) _ 6, 3 5
Elev. vs. Volume •
BASIN B
671 T ,
I �-
670--
669
668
> 667 -
w
666
665 -
664
663
0 20000 40000 60000 80000 100000 120000
Volume (cu.ft)
CULVERT INLET SEDIMENT TRAP
STORAGE REQUIREMENTS EQUIVALENT
TO THAT OF TEMPORARY SEDIMENT
TRAP, STD. & SPEC. 3.13
(67 BELOW/BASE OF STONES) PERSPECTIVE
67 C.Y./ACRE DRY STORAGE
(BASE OF STONE TO TOP
OF STONE BERM) PIPE INVERT —
AREAS TO BE DISTURBED
ini rr ni i rn crr
p1r/ /
VDOT #3, #357, OR /5
COARSE AGGREGATE
VIE W
NATURAL GROUND
RIPRAP HEADWALL
CLASS I RIPRAP
VDOT 13, #357, OR #5 COARSE AGGREGATE
�-- MAX. SEDIMENT DEPTH (CLEW OUT POINT)
AT 1/2 VOLUME OF WET STORAGE AREA
ELE VA TION
SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION
PLATE. 3.08-2
SED, TRAP A
AREA TO SEDIMENT TRAP
2,8
AC.
OUTLET WEIR LENGTH, A
17
FT
TOP BERM WIDTH, W
3
FT.
RIP RAP TOP WIDTH, B
2
FT
HEIGHT OF BERM, H
3
FT.
Caeeheu.
SITE PLAN CHECKLIST
The Site Plan Checklist, shown below, lists the information which is required to be on each site plan. Site plans which
are incomplete or missing information, will be returned to the applicant (s) for revision.
Project Information Section
L (1) A title that includes the name of the proposed or existing business and a subtitle which
describes the proposed development.
(2)
The name, address, and phone number of the land owner, developer, and designer.
✓
(3)
The Frederick County Property Identification Number (PIN) of all lots included on the
site plan.
Al
(4)
The number and type of dwelling units included on the site plan for residential uses.
✓
(5)
The total land area and total developed land area of all lots included on the site plan.
(6)
A detailed description of the proposed use or uses of the development, as well as a
description of the existing use or uses.
A % A
(7)
A reference to any other site plan or master development plan approved by the county
for the site.
(8)
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.
(9) A table of contents including all pages of the site plan.
V (10) A list of all proposed utility providers, with their address, name and phone number.
�✓ (11) 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.
(12) 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.
to (13) A description of setbacks or conditions placed on the site as a result of an approved
variance.
(14) The name of the Magisterial District the property is located within.
Calculations Section
Nam_ (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.
9
0 •
A) /k- (16)
Calculations showing the total number of required and proposed parking spaces,
including the total number of existing and proposed spaces.
A_ (17)
Calculations showing the total number of required handicap spaces, including the total
number of existing and proposed spaces.
/tJA (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
_t
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 easements 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.
ALA (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.
✓ (25) A North arrow.
�j
(26)
A graphic scale and statement of scale.
(27)
A legend describing all symbols 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.
(VA_
(30)
The location of all existing and proposed structures, with the 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.
(32) Existing topographic contour lines 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.
10
(34) The location and boundaries of existing environmental features, including streams,
floodplains, lakes and ponds, wetlands, natural stormwater retention areas, steep slopes,
and woodlands.
(35) The location of outdoor trash receptacles.
(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.
A (39) The location of recreational areas and common open space.
✓ (40) The location of all 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.
V (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."
/V/- (42) The location of sidewalks and walkways.
NA (43) The location and width of proposed easements and dedications.
(44) A stormwater management plan describing the location of all stormwater management
PP
facilities with design calculations and details. TbI-� i S A- Sw
FEII
t/ (45) A soil erosion and sedimentation plan describing methods to be used.
Ns, (46) The location and size of sewer and water mains and laterals serving the site.
(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
signature of the Zoning Administrator, approval date, and a statement that reads "site
plan valid for five (5) years from approval date."
•
Review Checklist This checklist is to be completed by the Engineer or
Surveyor and submitted with the Site Plan.
Frederick County, Virginia
Department of Public Works
II {
Subdivision/Site Plan Name: q�_nrIN%_klk.SP__Yiy�A_LkV(�l Ck'OV IC_!,_tk
Engineer/Surveyor Name:---�1Nk'-A _ -- �na NI&- v)lc�� c� QtL -____ --
Engineer/Surveyor Phone::_ �� (�'l -=-- 1=�' `�------------ - --- -----
-------�=(�
Tax Map (PIN):-----------`1 �'-- =-�= ---------------------------------
Review Key
Ordinance Requirements
>1
(D
�
ai
✓
O.K.
O
Incomplete
:3
(D
(D
N
Not Applicable
X
Unacceptable
o,
CC
a
-0
uJ
.N-
N
C5
Sub-
Code of Virginia 4VAC50-30-40 (MS-19)
section
Provide a note pertaining to temporary and
1
permanent stabilization of denuded areas.
2
Provide a note pertaining to stabilization
/
requirements for soil stockpiles.
Provide a note stating that vegetative stabilization
3
shall be uniform, mature enough to survive and
/
adequate to inhibit erosion.
V
4
Provide sediment trapping facilities as the first
/
phase of land disturbing activity.
Provide a note requiring that dams, dikes and
5
diversions be stabilized immediately after
/
construction.
V
Sediment traps and basins shall be installed if
in the correct location. Basins shall
necessary and
6
maintain structural integrity during 100-year 24 hour
storm event. (§79-3.A.1 Frederick County Code).
Cut and fill slopes shall be adequately stabilized. Fill
7
slopes greater than 3:1 will require a slope stability
analysis and maintenance plan.
Provide adequate temporary or permanent channel,
s
flume or slope drain for all concentrated runoff down
cut or fill slopes.
Provide adequate drainage or other protection
✓
9
whenever water seeps from a slope face.
10
Provide adequate inlet protection for all operational
/
storm sewer inlets.
V
Provide adequate channel protection for open
11
conveyance and receiving channel, provide
V
adequate outlet protection for pipes and channels.
Revised 01/21/07 Public Works Plan Review Checklist Page 1 of 4
• i
12
Provide measures to minimize channel damage
N
when conducting in -stream construction.
13
Install temporary stream crossings of non-erodable
N,
material
All applicable federal, state and local regulations
pertaining to working in or crossing live
14
watercourses shall be met - all applicable permits,
Land Disturbance
Iv
shall be submitted with application
(§79-3.A.2 Frederick County Code).
Provide a note stating that the bed and banks of a
15
watercourse shall be stabilized immediately after
work in the watercourse is completed.
v
Provide appropriate notes regarding trenching
16
practices in accordance with 4VAC50-30-40
subsection 16.
Provide a note requiring cleaning/removal of any
17
sediment on public or private roadways.
Provide a note requiring that all temporary controls
18
be removed within 30-days once no longer needed;
✓
trapped sediment must be removed and stabilized.
Provide adequate protection from erosion and
19
sediment deposition for downstream properties and
waterways.
Demonstrate that concentrated stormwater runoff
19.a
leaving the site discharges directly into an adequate
natural or manmade channel.
Demonstrate that two (2)-year runoff from the site
19.b.2.a
does not overtop banks of natural channels and
does not cause erosion.
Demonstrate that discharge into the previously
19.b.2.b
constructed man-made channels are not overtopped
L
by a ten (10)-year storm and the two (2)-year storm
does not cause erosion
Demonstrate that closed storm sewer systems
19.b.2.c
contain the ten (10)-year storm. Provide calculations
and show ten (10)-year HGL in the storm sewer
Profiles.
19 d
If offsite improvements are proposed, provide
fV
evidence of obtained easements, etc.
19.e
Provide an analysis of the existing and ultimate
characteristics of the watershed.
N
Provide responsible party and maintenance plan for
19.f
the proposed detention facilities to include access,
N
I �� 1��r1�� r'—•
what is to be maintained?, how often?, who pays?
19.g
Provide energy dissipaters at the outfall of all
detention facilities.
Provide calculations demonstrating that onsite
19 h
ditches are adequate.
tv
Revised 01/21/07 Public Works Plan Review Checklist Page 2 of 4
and its ultimate build -out.
19.k
All measures utilized shall minimize the impact on
waters of the State.
E&S Narrative Requirements - Virginia Erosion and Sediment Control Handbook
- page VII-26
Project description -Describe the nature and
purpose of the land disturbing activity and area
/
acres to be disturbed.
Existing Site Conditions - Provide a description of
V
the existing topography, vegetation and drainage.
Adjacent Areas - Provide a description of
neighboring areas such as streams, lakes,
/
V
residential areas, roads, etc., which might be
affected b the land disturbance.
Off -site areas -Describe any off -site land -disturbing
J
activities that will occur.
Soils - Provide a brief description of the soils on the
site giving such information as soil name, mapping
unit, erodibility, permeability, depth, texture and soil
structure.
Geology - Provide a brief description of the geology
on the site related to construction; i.e. methods of
removal, use as engineered fills, Karst potential, etc.
Critical areas - Provide a description of areas on the
site which have potentially serious erosion
`
problems.
E&S control measures - Provide a description of the
methods which will be used to control erosion and
sedimentation on the site.
Permanent stabilization - Provide a brief description,
/
including specifications, of how the site will be
stabilized after construction is completed.
stormwater runoff considerations -Will the
development of the site cause an increase in peak
runoff rates? Will it cause flooding? Describe the
strategy to control stormwater runoff.
Calculations -detailed calculations for the design of
temporary sediment basins, permanent stormwater
detention basins, diversions, channels, etc. Include
calculations for pre- and post -development runoff
Site Plan Requirements =Virginia Erosion and Sediment Control Handbook -page VII-27
Provide a vicinit mao.
✓
All sheet flow leaving the site shall be at or below
19.i
pre -developed rates or it must be diverted to an
adequate channel, pipe system or detention facility.
19'f
All calculations and assumptions shall pertain to the
entire development
Provide a North arrow and scale on all plan sheets. ,/
Revised 01/21/07 Public Works Plan Review Checklist Page 3 of 4
0
•
Indicate the proposed limits of clearing and grading.
V
Show and label existing contours.
✓�
Show and label final contours.
/
Show existing vegetation.
Show boundaries of different soil types.
Show existing drainage patterns including the
acreage of each drainage area.
Label areas with potentially serious erosion
v/
.problems.
Show all proposed site improvements.
Show location of all erosion and sediment control
/
measures using VESCH standardsymbols.
V
Show all off -site land disturbing activities and
erosion and sediment control measures.
IU
Provide detail drawings for all proposed erosion and
sediment control measures.
Provide a maintenance schedule including regular
inspection and repair of erosion and sediment
4%
control measures.
Frederick County Public Works Requirements
Provide the Responsible Land Disturber signature
/
block on the plans.
Provide a seeding schedule in accordance with
VESCH standard 3.31 and 3.32.
Provide a 20-foot drainage easement for all
concentrated flows within on- or off -site residential
f
"
lots.
Provide a minimum of 2% slope on grass channels.
If lass than 2%, provide an alternative design.
Any area in which drainage collects from more than
three (3) lots shall be placed within a platted
nj
draina e easement.
All silt fence shall be wire reinforced.
Drop Inlets in areas accessible to the public will
require a smaller grate opening.
)
%V
Ensure that the backwater condition for the post -
developed 100-year storm does not impact adjacent
properties.
Provide the dewatering structure details for the
proposed sediment basins. The details shall include
V
elevations, type of structures, pipe sizes, etc.
Revised 01/21/07 Public Works Plan Review Checklist Page 4 of 4
i !
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
R+A
117 East Piccadilly Street
Winchester, Virginia 22601
PH
T 540.667.2139
F 540.665.0
Organization/Cg4Ipa_nZ:
From:
Date:
Project Name/Subject:
cc
Mark Cheran
Frederick Cyr, i
oanne Maidens
January 14, 2009
Carineuse Natural Chemicals
Andv Wright
JANIUD, ��VJ
Memorandum
NVe have attached here a site application pacLige for the addition of a loading facility, railway extension and
screening berm for the Carmeuse Natural Clienucals quarry in Middletown. The completed application,
checklist, fee and 2 sets of plans are provided here for you review and approval.
Please call if you have questions.
0 46
Document Approval Form
PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR
APPROVAL PLEASE NITIAL AND PROVIDE THE DATE AND TIME OF YOUR
APPROVAL.
IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE
COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED.
IMTLALS DATE & TIME
[Candice
Dana
Eric
Mike
John
Amber
COMMENTS:
Received by Clerical Staff (Date & Time):
U:\Pam\Common\Document Approval Form.wpd