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Home My WebLink About060-87 Jones & Frank Oil Equipment - BackfileCOUNTY of FREDERICK Departments of Planning and Building 703/665-5650 February 12, 1988 H & W Construction Company, Inc. P. 0. Box 2468 Winchester, Virginia 22601 Dear Sirs: This letter is to confirm the Frederick County Planning Commission's action at their meeting of February 3, 1988: Approval of Site Plan #060-87 of Jones and Frank Oil Equipment, zoned M-1, for a wholesale oil distribution parts building, located in the Fort Collier Industrial Park, in the Stonewall Magisterial District. Prior to final approval by the staff, fire hydrant location and drainage information will need to be submitted for review. If you have any questions regarding your site plan, please do not hesitate to call this office. Sincerely, Robert W. Watkins Planning Director RWW/dkg 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 SITE PLAN #060-87 Jones and Frank Oil Equipment Zoned M-1 (Industrial Limited) LOCATION: Fort Collier Industrial Park MAGISTERIAL DISTRICT: Stonewall ADJACENT LAND USE AND ZONING: Industrial land use and zoning PROPOSED USE AND IMPROVEMENTS: Wholesale oil distribution parts building and site improvements. REVIEW EVALUATIONS: Dept. of Transportation - The entrance location meets our requirements for sight distance. We will require a minimum entrance width of 50'. The drainage culvert shall be 15" in lieu of the proposed 12". Before any work is done on the right-of-way, a land use permit must be applied for and approved. Sanitation Authority - 1) Sewer line to be 4" minimum. 2) Might consider water line to be 2". 3) Existing water line approximately 100' to the West. If line brought across intertype, you will need easement. Will need gate valve at tap. Sanitation Authority will be responsible for line to gate valve. Clearbrook Fire Company - No comment. Building Department - Shall comply to Use Group S-1 (storage uses) - moderate hazard, Section 310.2 of the BOCA Basic National Building Code 1984. Planning and Zoning - No objection. The proposed site plan meets all applicable site planning and zoning standards for this warehousing use. The fire hydrant must be located as per Sanitation Authority drawing. STAFF RECOMMENDATIONS: Approval. 14 f42 43 „o ,n on , �� _. i• r i . A- � d p �� • to r � � n p RP -_ , �,o RIP I d Rp A AL a 5 NI w RP (w 53 2 IRP Ir A.2 CITY OF / WINCHESTER CITY OF H t / WWCHEST.ER/.\ p. TO: Clearb .� 16171819�0 r lire Co pang COUNTY of FREDERICK Departments of Planning and Building M E M 0 R A N D U M 703/665-5650 Virginia(',Aep#X,,tznent of Transportation r Sanitatio �cithority -Inspections Depiiltment ATTN: Mr. Tommy Price ATTN: Mr. William H. Bushman ATTN: Mr. Wellingthon Jones ATTN: Mr. Kenneth L. Coffelt Planning and Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: Robert W. Watkins, Director DATE: January 5, 1987 SUBJECT: Review Comments On: Conditional Use Permit X Site Plan Master Plan Rezoning _ Subdivision We are reviewing the enclosed request by Jones & Frank Oil Equipment , or their representative, H & W Construction Company, Inc. 667-3752 - Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: THE ENTRANCE LOCATION MEETS OUR REQUIREMENTS FOR SIGHT DISTANCE, WE WILL REQUIRE A MINIMUM ENTRANCE WIDTH OF 50'. THE DRAINAGE CULVERT SHALL BE 15" IN LIEU OF THE PROPOSED 12", BEFORE ANY WORK IS DONE ON THE RIGHT-OF-WAY, A LAND USE PERMIT MUST BE APPLIED FOR AND APPROVED, I SignatureDate 9 Court Sauare - P.O. Box 601 - Winchester, Virginia - 22601 e COUNTY of FREDERICK Departments of Planning and Building M E M O R A N D U M 703/665-5650 T0: Clearbrook Fire Company , ATTN: Mr. Tommy Price Virginia Department of Transportation , ATTN: Mr. William H. Bushman Sanitation Authority , ATTN: Mr. Wellingthon Jones Inspections Department , ATTN: Mr. Kenneth L. Coffelt Planning and Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: Robert W. Watkins, Director DATE: January 5, 1987 SUBJECT: Review Comments On: Conditional Use Permit X Site Plan Master Plan Rezoning Subdivision We are reviewing the enclosed request by Jones & Frank Oil Equipment , or their representative, H & W Construction Company, Inc. 667-3752 Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: Signature to �' 7—�4 9 Court Sauare - P.O. Box 601 - Winchester, Virginia - 22601 W M E M 0 R A N D TO: COUNTY of FREDERICK :Dq _vtments of Planning and Building ( - q J41V • 7 / .. Clearbrook Fire Company ATTN1.11r. Tommy Ptf4e Virginia Department of Transportation ATTN: (,. William H,,'!L6shman Sanitation Authority ATTN: Mr. 963141tigt` On Jones Inspections Department , ATTN: Mr. Kenneth L. Coffelt Planning and Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: Robert W. Watkins, Director DATE: January 5, 1987 703/665-5650 SUBJECT: Review Comments On: Conditional Use Permit X Site Plan Master Plan Rezoning Subdivision We are reviewing the enclosed request by Jones & Frank Oil Equipment , or their representative, H & W Construction Company, Inc. 667-3752 Will you please review the attached and return your comments to me as soon as possible. --------------------------------------------------------------------------------- THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: 7-0 •?. •Ct �'ff T C'C�il/ S /a fP go / /4//= To S,, o? 3 Erg57//// 7o /F IA//LL 67WK 1 i / VF ,4 T 74 1;. 5,AV1T/4 T / olv lA//Lt SF �FSF�oirS/13<F /`=vim 7-0 1/�L VX- Signature Date ✓ 4W Cope 9 Court Sauare - P.O. Box 601 - Winchester, Virginia - 22601 I RECIPIENT COPY (WHITE) Urbaff. TO: County of Frederick, Dept. of Planning and Development 107 North Kent Street, Suite 202 Winchester, VA 22601-5000 ATTN: Candice Perkins ® ORIGINALS ❑ SPECIFICATIONS ❑ COLOR PRINTS DATE: JOB #: PRINT TICKET #: PLANNERS ENGINEERS LANDSCAPE ARCHITECTS APR 1 8 LAND SURVEYORS April 18, 2007 05-018 8529 RE: Meadows Edge Collector Road Plan TRANSMITTED HEREWITH: ® PHOTOCOPIES ❑ CD ® BLACKLINE PRINTS ❑ COMPUTATIONS ❑ INVOICE ❑ MYLAR PRINTS ❑ SITE NOTICES ❑ OTHER QUANTITY DRAWING NO. DATE DESCRIPTION 1 PP-20129 2/23/07 Construction Plans and Profiles - Meadows Edge Collector Road - Approved Set 1 3/8/07 VDOT Approval Letter from Lloyd Ingram - received via e-mail on 3/8/07 1 4/16/07 Approval from Town of Stephens City 1 6/2/06 FCSA approval written by John Whitzcre on a transmital form - approved 6/12/06 1 1 /16/07 Approval Letter from Frederick County Public Works 1 1/16/07 Letter from FEMA approving the Conditional Letter of Map Revision for floodplain alteration 1 3/8/07 Letter from DEQ approving the closure report for the Town of Stephens City wastewater lagoon FOR: ❑ SUBMISSION ❑ FIELD USE SENT BY: ❑ FIRST CLASS MAIL PLEASE: ❑ RETURN COMMENTS: ❑ RESUBMISSION ❑ INSERTS ® YOUR FILES ❑ COMMENTS ❑ OUR MESSENGER ❑ PICKUP ❑ SUBMIT ❑ APPROVAUSIGNATURE ❑ OTHER ❑ COURIER ❑ OVERNIGHT ❑ OTHER RECEIVED BY: SENT BY: �2ataQlitt �f. $clusudt RECIPIENT COPY (WHITE) Urban, Ltd. 210 Front Royal Pike Winchester, Virginia 22602 PH 540.450.0211 FX 540.450.0210 www.urban-ltd.com Annandale, VA Chantilly, VA Winchester, VA Wilmington, NC [ctow's Edge Collector Road, Route 1012, Fl-ederic County Page 1 of 2 Schmidt, Natasha From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd [Lloyd.ingram@VDOT.Virginia.gov] Sent: Thursday, March 08, 2007 10:45 AM To: Schmidt, Natasha Cc: Baluch, Stephen; Ingram, Lloyd Subject: Meadow's Edge Collector Road, Route 1012, Frederick County This is to acknowledge receipt of your revised plans with latest revisions dated 2/23/07 for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide 6 sets of approved construction plans with signed seal for VDOT distribution. I offer the following comments: • 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. • 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 prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • 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. • As required in the VDOT general notes, the contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to construction of the proposed box culvert ME/1-ME/2. • 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. • 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. • If mailboxes are to be placed along the roadway fronting lots, a minimum of 4' shall be between the edge of pavement and the front of mailbox as shown on the VDOT standard RFD-1. • Private entrances will be installed in accordance with VDOT standard CG-9D. This is the developer's responsibility. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • Any signs to be installed will be in accordance with the Manual on Uniform Traffic Control 3/8/2007 w's Edge Collector Road, Route 1012, Frederick County Page 2 of 2 Devices and the approved plans. . I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type I 21-B Stone. This will greatly reduce the possibility of any pavement settlement. . 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. If there are any questions, do not hesitate to contact me at 540-984-5611, or Mr. Stephen Baluch of our Winchester Office at 540-535-1829. <<Plan Approval Attachments.pdf>> Lloyd A. Ingram Transportation Engineer VDOT — Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540) 984-5611 (540) 984-5607 (fax) 3/8/2007 Frederick County, Virginia Mail to: Town of Stephens City Attn: Town Manager P.O. Box 250 Stephens City, VA 22655 (540) 869-3087 Site Plan Application Request For Site Plan Comments Town of Stephens City Hand deliver to: 1033 Locust Street Stephens City Town Hall Stephens City, VA (540) 869-3087 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: Urban Engineering & Associates Address: 600 Pegasus Court Suite 101 Winchester VA 2.2602 Phone Number: (540) 450-0211 Name of development and/or description of the request: Meadows Edge - Collector Road Plan Construction of Collector Road from Town Run Lane (Rte. 1012) into proposed Meadows Edge residential site. Location of property: East side of Town Run Lane (Rte. 1012), approx. 0.4 miles south of Fairfax Pike (Rte. 2M intersection. r Town of 'Stephens City, use only Date received Date revision received Date approved Incomplete Incomplete Date reviewed Date reviewed Signature and Date Signature and Date (revision) FCSA - JOB# 05-018 Fw.,71 _ , 1 j1; 1, PRINT TICKET# 2333 U 'ring & Associates, Inc. �non 210 FRONT ROYAL P1 Tel: (540) 450-0211 1-nd " ; _T L Ll L_ Fax- (540) 450-0210 WINCHESTER, VA 22 0 I rli,] J. EDGER SEARS. JR., PE.. C.L.S., R.L.A. Principal BARRY B. SMITH, PE. Principal ERIC S. SIEGEL, PE. Principal TO: Frederick County Sanitation Authori 315 Tasker Road Stephens Citv, VA 22655 ATTENTION: John Whitacre 10 ORIGINALS 0 SPECIFICATIONS 0 COLOR PRINTS DAVID TWELRANEY. P.E. PRILIAP A. BLEVINS. L.S. Principal' Associate JEFFREY. GILIALAND, PE. DAVID E. LELLOCK. PE., L.S. Principal Aussociate BRIAN A. SEARS. PE. RYAN G. DAVID. P.E. Associate Associate DATE: June 2, 2006 RE: Meadows Edge Collector Road Plan TRANSMITTED HEREWITH: 0 PHOTOCOPIES [I CD [I COMPUTATIONS 0 INVOICE 0 SITE NOTICES 0 OTHER BLACKLINE PRINTS ❑ MYLAR PRINTS QUANTITY DRAWING NO. DATE --,DESCRIPTION - 2 5/31/2006 Construction Plans & Profiles - 3Fd Submission 1 5/31/2006 Comment/Response Letter OIC 114 � -'Ljfoq sx- /C FOR: 9 APPROVAL 0 RESUBM�ISSION ❑ COMMENTS [I FIELD USE [I YOUR FILES SENT BY: [] FIRST CLASS MAIL OUR MESSENGER [] PICKUP PLEASE: []RETURN COMMENTS: [I SUBMIT [I OTHER [I COURIER [-] OTHER RECEIVED BY: SEN I BY: [I OVERNIGHT COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 January 16, 2007 Ms. Natasha Schmidt Urban, Ltd. 210 Front Royal Pike Winchester, Virginia 22602 RE: Site Plan Comments - Meadows Edge Collector Road Plan Frederick County, Virginia Dear Natasha: Upon review of the revised site plan received November 9, 2006, all of our previous comments have been addressed. Therefore, we recommend our approval of the subject site plan. On January 11, 2007, Ron Stouffer of the Corps of Engineers and I discussed the subject project. At that time, he indicated that a permit will be required for the proposed stream crossing reflected on the site plan. Modifications to existing crossings still require a permit. If the proposed crossing is not included in the general permit, a separate permit will be required. Please provide our office with the final revision of the Floodplain Alteration associated with this project. Sincerely, �J foe C. Wilder Deputy Director JCW/mlr cc: Planning and Development file CADocuments and Settings\MMMy Documents\Review Formats\meadowedgerev2.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 1 T VARTAf Federal Emergency Management Agency 0 Washington, D.C. 20472 N D StiGJ JAN 16 2007 CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case No.: 07-03-0147R The Honorable Richard C. Shickle Chairman At -Large Frederick County Board of Supervisors 292 Green Spring Road Winchester, VA 22603 Dear Mr. Shickle: Community: Frederick County, VA Community No.: 510063 104 This -responds to a. request that -the -Department -of Homeland security's Federal.Emergency Management Agency (FEMA) comment on the effects that a proposed project would have on the effective Flood Insurance Rate Map (FIRM) and Flood Insurance Study (FIS) report for your community, in accordance with Part 65 of the National Flood Insurance Program (NFIP) regulations. In a letter dated November 9, 2006, Mr. David E. Lellock, P.E., Urban Ltd., requested that FEMA evaluate the effects that the proposed Meadows Edge project would -have on the flood hazard information shown on the effective FIRM and FIS report. The proposed project will consist of construction of Collector Road and placement of a triple box culvert along Stephens Run and Tributary 1 to Stephens Run (Tributary 1). The proposed area of revision will extend along Stephens Run from approximately 3,450 feet downstream to approximately 400 feet downstream of Interstate Highway 81 (I-81) and along Tributary 1 from the confluence with Stephens Run to approximately 850 feet upstream. All data required to complete our review of this request for a Conditional Letter of Map Revision (CLOMR) were submitted with letters from Ms. Natasha H. Schmidt, P.E., also with Urban Ltd., and Mr. Lellock. We reviewed the submitted data and the data used to prepare the effective FIRM for your community and determined that the proposed project meets the minimum floodplain management criteria of the NFIP. The submitted existing conditions HEC-RAS hydraulic computer model, dated November 6, 2006, based on detailed hydrologic and updated topographic information, was used as the base conditions model in our review of the proposed conditions model for this CLOMR request. We believe that, if the proposed project is constructed as shown on the submitted plan entitled "Meadows Edge Collector Road Plan," prepared by Urban Engineering and Associates Inc., dated November 6, 2006, and the data listed below are received, the floodplain boundaries of the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood) will be delineated as shown on the topographic work map entitled "Floodplain Study/Alterations — Stephens Run," part of the "Meadows Edge Collector Road Plan," and a revision to the FIRM would be warranted. Stephens Run The effective Special Flood Hazard Area (SFHA), the area that would inundated by the base flood, for the proposed area of revision along Stephens Run is designated Zone A, with no Base Flood Elevations (BFEs) determined. The existing conditions model established base flood water -surface elevations ` 2 (WSELs) along Stephens Run from approximately 3,450 feet downstream to approximately 400 feet downstream of I-81. As a result of the proposed project, the base flood WSELs will increase and decrease throughout the proposed area of revision compared to the existing conditions base flood WSELs for Stephens Run. The maximum increase in base flood WSEL, 0.7 foot, will occur approximately 780 feet downstream of 1-8 1. The maximum decrease in base flood WSEL, 1.3 feet, will occur approximately 600 feet downstream of 1-81. As a result of the proposed project, updated topographic and hydrologic information, and updated hydraulic modeling, the width of the SFHA will increase in some areas and decrease in other areas compared to the effective SFHA width along Stephens Run. The maximum increase in SFHA width, approximately _100_ feet, will. occur. approximately 450 feet downstream of I-81. The maximum decrease in SFHA width, approximately 260 feet, will occur approximately 1,080 feet downstream of 1-8 1. Tributary 1 to Stephens Run The-effective-SFHA-for--the-proposed area -of revision-along-Tributary--1-is designated Zone A, -with -no... . BFEs determined. The existing conditions model established base flood WSELs along Tributary 1 from the confluence with Stephens Run to approximately 850 feet upstream. As a result of the proposed project, the base flood WSELs will increase throughout the proposed area of revision compared to the existing conditions base flood WSELs for Tributary 1. The maximum increase in base flood WSEL, 0.5 foot, will occur approximately 170 feet upstream of the confluence with Stephens Run. As a result of the proposed project, updated topographic and hydrologic information, and updated hydraulic modeling, the width of the SFHA will increase in some areas and decrease in other areas compared to the effective SFHA width along Tributary 1. The maximum increase in SFHA width, approximately 90 feet, will occur approximately 760 feet upstream of the confluence with Stephens Run. The maximum decrease in SFHA width, approximately 250 feet, will occur approximately 170 feet upstream of the confluence with Stephens Run. Upon completion of the project, your community may submit the data listed below and request that we make a final determination on revising the effective FIRM and FIS report. • Detailed application and certification forms, which were used in processing this request, must be used for requesting final revisions to the maps. Therefore, when the map revision request for the area covered by this letter is submitted, Form 1, entitled "Overview & Concurrence Form," must be included. (A copy of this form is enclosed.) • The detailed application and certification forms listed below may be required if as -built conditions differ from the preliminary plans. If required, please submit new forms (copies of which are enclosed) or annotated copies of the previously submitted forms showing the revised information. Form 2, entitled "Riverine Hydrology & Hydraulics Form" Form 3, entitled "Riverine Structures Form" 3 • Effective October 30, 2005, FEMA revised the fee schedule for reviewing and processing requests for conditional and final modifications to published flood information and maps. In accordance with this schedule, the current fee for this map revision request is $4,000 and must be received before we can begin processing the request. Please note, however, that the fee schedule is subject to change, and requesters are required to submit the fee in effect at the time of the submittal. Payment of this fee shall be made in the form of a check or money order, made payable in U.S. funds to the National Flood Insurance Program, or by credit card. The payment must be forwarded to the following address: Federal Emergency Management Agency Fee -Charge System Administrator P.O. Box 22787 - - --- - Alexandria, -VA 22304- • As -built plans, certified by a registered professional engineer, of all proposed project elements _ • Community acknowledgment of the map revision request _ • Hydraulic analyses, for as -built conditions, of the base flood if they differ from the proposed conditions models After receiving appropriate documentation to show that the project has been completed, FEMA will initiate a revision to the FIRM and FIS report. Because BFEs may be established as a result of the project, a 90-day appeal period would be initiated, during which community officials and interested persons may appeal the BFEs based on scientific or technical data. ne basis of this CLOMR is, in whole or in part, a channel-modification/culvert project. NFIP regulations, as cited in Paragraph 60.3(b)(7), require that communities assure that the flood -carrying capacity within the altered or relocated portion of any watercourse is maintained. This provision is incorporated into your community's existing floodplain management regulations. Consequently, the ultimate responsibility for maintenance .of the modified. channel and -culvert rests with. your -community .......... . .... . . ... ... ....... ... _ This CLOMR is based on minimum floodplain management criteria established under the NFIP. Your community is responsible for approving all floodplain development and for ensuring all necessary permits required by Federal or State law have been received. State, county, and community officials, based on knowledge of local -conditions and in the interest of -safety, may set higher -standards -for construction in the SFHA. If the State, county, or community has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence over the minimum NFIP criteria. If you have any questions regarding floodplain management regulations for your community or the NFIP in general, please contact the Consultation Coordination Officer (CCO) for your community. Information on the CCO for your community may be obtained by calling the Director, Federal Insurance and Mitigation . A 4 Division of FEMA in Philadelphia, Pennsylvania, at (215) 931-5512. If you have any questions regarding this CLOMR,-please call our Map Assistance Center, toll free, at 1-877-FEMA MAP (1-877-336-2627). Sincerely, Kevin C. Long, CFM, Project Engineer Engineering Management Section Mitigation Division cc: Mr. Mark Cheron Subdivision and Zoning Administrator Frederick County Ms. Natasha H. Schmidt, P.E. Urban Ltd. Mr. Bryan Condie Centex Homes — DC Metro Division For: William R. Blanton Jr., CFM, Chief Engineering Management Section Mitigation Division I. 1 COMMONWEALTH of VIRCjINIA DEPARTMENT OF ENVIRONMENTAL QUALITY VALLEY REGIONAL OFFICE L. Preston Bryant, Jr. 4411 Early Road, P.O. Box 3000, Harrisonburg, Virginia 22801 David K. Paylor Secretary of Natural Resources (540) 574-7800 Fax (540) 574-7878 Director www.deq.virginia.gov Amy Thatcher Owens Regional Director March 8, 2007 Ted Lewis GeoConcepts Engineering, Inc. 19955 Highland Vista Drive, Suite 170 Ashburn, VA 20147 Re: Town of Stephens City Wastewater Lagoon Closure Dear Mr. Lewis We have reviewed the closure report for the Town of Stephens City wastewater lagoon. Based on the closure report-, the -closure appears to be adequate in that it was completed in accordance with the - approved lagoon closuue plan dated September 9, 2002. We have no concerns with the information provided regarding the lagoon closure. If you have any questions regarding this notification, please contact me at (540) 574-7892 or via e-mail at bdkiracofe@deq.virginia.gov. deq.virginia.gov. Sincerely, Brandon D. Kiracofe Environmental Engineer Senior cc: File