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54-96 Kline's Mill Substation ( Alleghany Power) - Back Creek - Backfile (2)
SITE PLAN CHECKLIST The checklist below indicates all the information Ihat needs to be submitted as part of the site plan application. All required information must.be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VOOT) v/ Frederick County Sanitation Authority 1Z.3 `_ Department of Planning and Development Inspections Department V // -Z� Frederick County Engineer (Public Works) C-1 '7 -9 (J Frederick County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application County Health Department - City of Winchester Town of Stephens City Town of Middletown Airport Authority f i " ZS Soil & Water Conservation District 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) I 1l-zs 9c Y/ err Received��Fro��m�� Addressl�'1,.Z�A For d ACCOUNT AMT PAID BALANCE RUC Date ! , 1 �i�,�n� 5,9 y1� _ 0025124 k. CASH MONEY ORDER l :1) (1(11� c'3 1 '} �(- Dollars $ 0 KLINES MILL SUBSTATION Soil Erosion and Sedimentation Control Plan Allegheny Power Service Corporation 800 Cabin Hill Drive Greensburg, Pennsylvania 15601 Prepared by: Richard M. Hoffman Forest Technician Approved by: James R. Glover Supervisor, Civil Engineering • TABLE OF CONTENTS Preface Section I Substation Access Road Grading Section II Specification - MS 2400-1 Erosion Control and Landscaping, Berm and Section III Slope Type Seeding Specification - LE 7145-L Construction Sequence Schedule Section IV Appendix Topographic Map Section A Soil Survey Map B Drainage Areas and Travel Paths C Pre and Post Development D Peak Discharge Calculations Attachment: Grading/Erosion Control Plan Drawing 515-307 • SECTION I PREFACE 0 Company Representative The company construction coordinator to be contacted regarding this project is Cathy J. Monzo, Telephone No. (412) 838-6187. Scope of Project Klines Mill Substation is located in Back Creek District, Frederick County, Virginia, approximately 2.2 miles northeast of Middletown. The substation property, which lies north of the intersection of State Route 633 and a CSX railroad line, is adjacent to the northern border of the CSX right-of-way. This project will require the grading of 3.5± acres of the parcel's 184± total acres for the placement of a 2.05 acre substation yard, construction of an 1,100 ft. Access road, and an underground utility easement. Soil Description The soil type at this site is predominately Carbo silt loam. The characteristics of this soil are moderate depth, gently sloped, slow permeability, medium runoff and moderate erosion hazard. Hydrology Storm water management calculations were made using the Rational Method with the aid of a software package entitled the "Virginia Tech/Penn State Urban Hydrology Model (VTPSUHM). Specifically, this program was used to calculate travel times using the SCS Segmental Approach. Travel times, drainage areas, soil types, and land uses were determined using soils maps, USGS topographic maps and aerial photographs in conjunction with field reconnaissance. A pre -development "C" value of 0.2 and a post -development "C" value of 0.6 for the gravel areas was assumed based on the recommendation from the Frederick County Public Works Department. Copies of the calculations and maps are contained in the appendix of this report. Through the use of permanent and temporary storm water control devices/techniques (level lip spreaders, stone lined ditches, loose crushed stone on the yard, and grass seeding), the resulting discharges are as follows: WA Storm Water Runoff Summary is Pre- Post - Development Development Change Peak Flow, 2-year, 24-hour Storm 4.4 cfs 5.3 cfs 0.9 cfs Although the 0.9 cfs represents a roughly 20% increase from the pre - development discharge, I believe the increase is insignificant considering the drainage point studied receives water from an area approximately 45.8 acres in size. Therefore, a storm water retention basin would not be necessary. Erosion Control Regardless of the soil conditions found, it is the objective of this plan to assure minimum soil erosion and sedimentation during and after the construction of this substation. During the construction phase of this project, contractors are directed to use the attached Allegheny Power Service Corporation's (hereafter abbreviated APSC) Specification MS 2400-1 and typical sketches as a guide for the construction of diversion channels, access roads, silt fences, etc. It is absolutely imperative that the erosion controls be in place before any grubbing or earth moving can begin and they must be maintained through construction until stabilization. Contractors will use APSC Specification LE 7145-L to direct them in the permanent seeding of all disturbed bare soil. The result of this effort will be a ground cover that is pleasant in appearance and effective in minimizing soil erosion. After each rainstorm or major snow melt, all erosion and sediment control measures will be inspected. Sediment accumulations will be removed as required and stabilized. Any damage to the facilities will be repaired. Permanent storm water controls on this site will be inspected and maintained annually as part of the substation maintenance program. While no unusual soil erosion problems are expected, the Conservation District will be contacted if a difficult soil erosion situation or sediment pollution event occurs. Department of Conservation and Recreation Division of Soil & Water Conservation Route 4, Box 99-J Staunton, VA 24401 Telephone No. (703) 332-9991 Fax No. (703) 332-8956 C SECTION II • • FORM 29-317 REV. 1 MS 2400-1-R6 Allegheny Power System Page 1 of 7 MATERIAL AND SERVICE SPECIFICATIONS ALLEGHENY POWER SYSTEM SPECIFICATION FOR SUBSTATION AND ACCESS ROAD GRADING 1.00 STATEMENT OF WORK 1.01 Contractor shall furnish all plant, materials, labor, and equipment required for completing the grading work, roadway, and related drainage facilities as shown on the contract drawings. Volumes of fill and excavation are calculated as "solid volumes". All work shall be conducted in strict accordance with this specification and attached contract drawings. 2.00 GENERAL PROVISIONS 2.01 Classification 2.01.1 Fill - Approved fill material shall be considered clean soil, free of large stone, rock, and organic matter. The maximum dimension of any is rock or stone, as placed, shall not exceed a 21/2 ft. vertical dimension or not exceed one-fourth the depth of fill at its point of placement. Fragments or solid rocks more than 6" in maximum dimensions are not permitted in the upper 2 ft. of fill. All fill shall be free of frost. Fill material shall not be placed on frozen ground. If rock is used, it shall not be placed at the toe of the fill but shall not conflict with other provisions provided for in this specification. Before placing the fill, all topsoil and/or organic matter shall be removed. 2.01.2 Excavation - Excavation will not be classified and will include all materials encountered, regardless of nature. 2.02 Compaction - The maximum layer of fill shall not exceed 9". A minimum of three passes with either a smooth wheel roller of minimum 10-ton capacity or a sheepsfoot roller shall be used depending on the nature of soil encountered. The sheepsfoot roller shall have a minimum bulb pressure per knob of 200 lbs. per square inch. The area of the knobs shall be at least 5% of the total peripheral area of the drum, using the diameter measured to the faces of the knobs. Fills shall be compacted to 95% of Standard Proctor Density. Moisture shall be controlled if necessary to ± 2% of optimum. The subgrade in both cut and fill sections shall be compacted to 95% of Standard Proctor Density and shaped to conform to the typical sections prior to placing stone. The Contractor • shall provide the Owner with access and necessary assistance to perform in - place density tests of the compacted fill. MS 2400-1-R6 Page 2 of 7 is 0 2.00 GENERAL PROVISIONS (cont'd) 2.03 Excess material resulting from excavation shall be disposed of according to plans or at the direction of the Owner's representative. 2.04 Einal Grade - The finished surface shall be sloped as shown on the contract drawings. The finished surface shall not be more than 0.2 of a foot above or below the established grade at any point and -shall be bladed so -as to remove possible water pockets. Rock or stone removed below grade shall be replaced with approved fill material and thoroughly compacted. 2.05 Side Slopes - All side slopes (unless otherwise indicated on the contract drawings) shall be on a 2 ft. horizontal to 1 ft. vertical slope. 2.06 Drainage - Drainage ditches, pipes, headwalls, and culverts shall be located and constructed as shown on the contract drawings. Drainage ditches (unless otherwise indicated on the contract drawings) shall consist of an open flat- bottomed ditch, 1 ft. minimum in depth, 2 ft. bottom width, with 2 ft. to 1 ft. slope on sides. 2.06.1 Culvert Construction - Pipe shall be laid to line and grade to match existing drainage conditions. The pipe shall be bedded in sand for a depth of 15% of the pipe diameter. Backfill around the pipe and to a depth of 2 ft. above the top of the pipe shall be compacted to 95% of Standard Proctor Density by means of mechanical tampers. 2.07 Access Road Construction 2.07J Preparation of Subgrade - The subgrade shall be compacted to the requirements of Section 2.02 so as to provide a firm base for the roadway. 2.07.2 Crushed Stone Surface Course - The surface shall consist of 6" of 1'/z" compacted crusher -run limestone, sandstone, or slag materials. All material shall be approved by the Owner prior to use. The material shall consist of crusher -run stone, crusher -run slag, and crusher -run gravel or any combination of these materials uniformly blended to conform to the following gradation limits: Square Sieve Size 11/2 inch 3/4 inch No.4 No. 40 Total Percent Passing 100 40-85 20-60 5-25 r: MS 2400-1-116 Page 3 of 7 2.00 GENERAL PROVISIONS (cont'd) 2.07.2 The material used for blending must meet the quality requirements of the crusher -run stone, crusher -run gravel or crusher -run slag as herein prescribed and must be proportioned and uniformly blended with the crusher -run stone, crusher -run gravel or crusher -run slag to conform to the gradation requirements of this item. Blending can be performed by the method of pug mill operation but not by road mixing. When the Contractor elects to blend material, the gradation for the middle of the band shall be attempted for the finished product. Each type of crusher - run aggregate, whether used alone or in combination, shall have a maximum Los Angeles Abrasion Loss of 65. The plasticity index of the material passing the No. 40 mesh sieve, on each type of aggregate used, shall not be greater than six reported to the nearest whole number and the liquid limit of the material passing the No. 40 mesh sieve, on each type of aggregate used, shall not be greater than 25 reported to the nearest whole number. The methods of tests to be utilized in determining the above requirements shall be as follows: Type of Test Test Method • Sieve Analysis AASHO - T-27 Los Angeles Abrasion Loss AASHO - T-96 Liquid Limit AASHO - T-89 Plastic Limit AASHO - T-90 Plasticity Index AASHO - T-91 2.07.3 Connection of Roadway to Main Road - The roadway shall join the main road with a uniform transition from one pavement to the other. When the roadway crosses a drainage ditch of the main road, the roadway shall be depressed or a corrugated drain pipe shall be installed to insure unobstructed flow in the drainage ditch. The type of connection to the main road shall be as specified and approved by the municipal authority having jurisdiction over the main road. 2.07.4 Construction Equipment - Equipment for construction shall be approved by the Owner's representative prior to construction operations under this section. Any machine, combination of machines or equipment which will handle the material without undue segregation and produce the completed surface course meeting this specification for handling, spreading, moistening, mixing, and compacting may be used on approval. If power graders are used for spreading, the material shall be placed in windrows, uniformly and thoroughly mixed, prior to final spreading and compaction. Roller and method of rolling shall be such that maximum density is obtained. MS 2400-1-R6 Page 4 of 7 0 IN 4 I i ii 2 -SLOPE I �4/FT. T 2 -SLOP= FT. -. 2 COMPACTED SUBGiP,ADE "�,•_ I ''/2uCRUSHEq RUN S/ NDc-7TQNE) LIME570;•i= DR SLAG (COACT=L) J * U►JLESS OTHERWISE NOTED ON PLAN TYPICAL ACCESS ROAD CROSS SECTION LJ MS 2400-1-116 Page 5 of 7 0 0 2.00 GENERAL PROVISIONS (cont'd) 2.07.4 Construction Equipment - After final compaction, the thickness of the compacted stone shall be checked at random locations by the Contractor in company with the Owner's representative. A minimum of five checks will be made. In the event that deficiencies are found, additional checks shall be made to define the limits of the deficient areas. Any deficiency in excess of 1/2" shall -be corrected. (A) 2.07.5 Use of Magnesium Chloride (Mg CI) - When required by the Owner, magnesium chloride shall be applied to new or existing crushed stone roads as a dust palliative. Prior to application, the road surface shall be bladed and shaped to remove all ruts and potholes. The surface shall then be rolled to prevent rutting by application equipment. Water is applied at a rate of 0.1 to 0.2 gallons per square yard to prewet the surface. The magnesium chloride brine with a concentration of 22% shall then be applied at a rate of 0.5 gallons per square yard. After the application of the magnesium chloride, the surface shall be rerolled to produce a smooth, uniform, hard surface. 2.08 Surface Stone for Substations 2.08.1 The surface shall consist of a minimum of 3" of 11/2" maximum size limestone or sandstone. All material shall be approved by the Owner prior to use. All materials shall conform to the following gradation limits: Square Sieve Size 11/2 inch 1 inch 1/2 inch No. 4 No. 8 Total Percent Passing Thickness shall be as follows: 100 90-100 25-60 0-10 0-5 Substations 230 kV and below 3" minimum 345 kV and above 6" minimum All other requirements shall be as stated in Section 2.07.2. MS 2400-1-R6 Page 6 of 7 0 2.00 GENERAL PROVISIONS (cont'd) 2.08.2 The surface stone shall be placed after all subgrade work, foundations, duct work, etc. have been completed. 2.09 Blasting for Excavation - The blasting for excavation will be permitted only by approval of the Owner's inspector and in accordance with the applicable laws and regulations for storage, handling, and use -of explosives. Blasting shall be controlled so as not to disturb the surrounding soil. The owner will not assume any liability at all for any damages resulting from blasting operations. 2.10 Protection of Existing Facilities - Adjoining property structures, public sidewalks, curbs, pavements, and the property of public utilities which may be affected by the excavation must be maintained and restored by the Contractor. 2.11 Cleaning Up - The Contractor shall remove from the Owner's property and from adjoining public and private property all temporary structures, rubbish, and waste materials resulting from his operations. 2.12 Safety - It shall be the responsibility of the Contractor to comply with all local and . state building and safety requirements pertaining to excavation operations. 2.13 Engineering - The following engineering services will be provided by the Owner or it shall be stated otherwise in an attached addendum. 2.13.1 The Contractor shall be furnished with a base line, a bench mark, and centerline of roadway. The Contractor shall preserve the bench mark and base line and shall be responsible for any mistakes that may be caused by the loss or disturbance of any original survey services provided by the Owner. All other engineering work, including establishing grades in the field, shall be done by the Contractor at his own expense. 2.14 Permits - Permits for connection to existing public roads shall be obtained by the Owner. All other necessary permits from local and state authorities shall be obtained by the Contractor. 16 MS 2400-1-1136 Page 7 of 7 0 9 Prepared by Date: Revision 1: Revision 2: Revision 3: Revision 4: Revision 5: Revision 6: Approved by J. R. Glover September 28, 1970 January 8, 1971 November 22, 1974 July 10, 1978 June 30, 1988 (JRG) April 7, 1995 (JRG) June 20, 1995 (JRG) I �1 H. E. Hutchinson Manager, Lines Engineering Approved by: '11L. R. Stover Director, Transmission Engineering • SECTION III • • n u LE 7145-L Page 1 of 3 ALLEGHENY POWER SERVICE CORPORATION SPECIFICATION FOR EROSION CONTROL AND LANDSCAPING BERM AND SLOPE TYPE SEEDING Introduction - The purpose of this specification is to provide for the establishment of a grass turf on flat or relatively flat areas (berms) and moderately sloped areas (slopes) up to approximately 2:1. With the recognition of certain minimum requirements described in the following paragraphs, the Contractor will perform the work in a manner that will insure the guarantees set forth in this specification are met. Grading - Areas where berm type grass is to be established shall be graded to smooth contours. Any irregularities due to erosion or the Contractor's operations shall be corrected before seeding. If there are several areas in a project, all shall be graded so that the areas may be • smoothly joined whenever possible. Drainage - Banks or other areas which are being graded preparatory to seeding shall be graded to afford adequate and satisfactory drainage from the area. Ground Preparation - If the planting site is presently infested with weeds, it shall be mowed to a height not to exceed 3" and then immediately raked, removing the weeds from the area. If the details of work specify the site is to be treated with a herbicide, this shall be done after the raking. All debris and unsuitable materials (stones larger than 3" long) will be removed and disposed of. A soil test is recommended but if soil test results are unavailable, apply and work deeply into the soil six tons agricultural grade limestone and 100-200-200 (100# N, 200# P205 and 200# K20) per acre. This should be done using field cultivators, heavy duty harrows or heavy disks. Seed LE 7145-L Page 2 of 3 #PLS**/Acre Birdsfoot Trefoil* 6 50% "Tretana", 50% "Empire" Plus Redtop 3 Plus Tall Fescue 30 "Johnstone" Plus Winter Rye 56 "Aroostook" *Must be treated with specific inoculants. **Pounds pure live seed (product of purity and germination rate). Permanent seeding shall take place between March 15 and August 15. Mulch - Following soil preparation and seeding, the area will be mulched using a manufactured cellulose fiber according to the maker's instructions or a cereal straw or grass hay can be used at a rate of three tons per acre. Care will be taken to distribute the mulch evenly and anchor it on steep slopes. Guarantee The contractor shall guarantee that the seeded area will have a satisfactory stand of specified grasses after one full growing season. Maintenance shall begin immediately after the area is seeded and shall continue until a satisfactory turf is established. If, before a satisfactory turf is established, the surface has become gullied or otherwise damaged, the affected areas shall be repaired, relimed or refertilized, and reseeded as originally • specified at no expense to the company. 40 Guarantee (cont'd) A satisfactory turf shall be a close weed free stand of specified grasses of good color and vigor. Prepared by: R. M. Hoffman Date: November 15, 1994 Approved by: �4 —J�- . H. E. Hutchinson Manager, Lines Engineering F LE 7145-L Page 3 of 3 • SECTION IV • • LI CONSTRUCTION SCHEDULE Begin Complete Clearing N/A N/A Sediment Control 5-19-97 11-28-97 Grading 5-19-97 6-19-97 Seeding 5-27-97 11-17-97 Foundations 7- 7-97 8-14-97 Structural and Electrical 8- 4-97 11-28-97 Minor earth disturbances occurring during structural and electrical construction will be seeded and mulched within seven days APPENDIX A • ' --f g, �;�, � -�... � i B�• C`� ���..: � ;, ; �\v,, 11 � �� --,�-,�,�1 � (� �' � � s ; _ �`—, \ice', ) �o /' •--' \ �`-., �"�/ ., r ,'�' •��`�il 1 -' -_�- ice^ 1./•J �' Jf_(/� ',i r: ��)J�I�� �3'Q�J~ ego Epworth `ro CO �633> ' /<L E S /Vl /Z- S S 1 L � n it ' q 4 x7.74,. •� r',, x766 .72526 a c I al O o - �l ,,, . - v' .. ��'.�AS► it ���. "i. L�y t.. �'/�� i I ' \ _•nl <_� '- C III \1•� ,a�.q �',�''_`-') ffT \'(^ 1\`, UIZ _ Pell,- %�i�� INTEC (� fl��•,"=/"��i��s - � t'j 1 ,"r"�l�Qi /1 10 ) � �Theahe— j 1�\ AVIII d1�f�f(((l 0-w/ /�llyi4Yil/U/,. E / "= 2, co U5G5 QC.1 AjGLES /YJ/I�p<E7-OrvnJ, l/�4 G APPENDIX B C dk FREDERICK COUNTY. VIRGINIA — SHEE- h,IMBE? 5. c- So• ` S = CA�130 S/LT LO.4 �'✓1 KJ� • /v1o��E/ZATE .�205 /UtiJ �-14 Z<},el� `K = �3�� LJ APPENDIX C 0 0 • APPENDIX D • 0 www W W W W W W S 22 to kn M 000 v1 O O N N a aav N N N N N N 0 �C 0 I�<y7I'I�I�s M:►i 15. S1. ve 6 = a.o J5 ))f_.n_4r Aq,, F,> - P(Q - Dov.-�o�trl- 1� 9,3 A c r e s -:2 SCS Segmental Travel Time Summary for Klines Mill S.S. - Drainage A - Pre/Dev Segment 1: Overland Flow L = 100 ft, S = .025 ft/ft, n = .24, P(2yr/241ir) = 3 in Travel Time = 13.5 minutes Segment 2: Concentrated Flow L = 810 ft, S = .04 ft/ft, Unpaved surface Travel Time = 4.2 minutes Segment 3: Concentrated Flow L = 80 ft, S = .002 ft/ft, Unpaved surface Travel Time = 1.8 minutes Total Travel Time = 19.51 Minutes • SCS Segmental Travel Time Pq 3 Summary for Klines Mill S.S. - Drainage B - Pre/Dev • Segment 1: Overland Flow L = 100 ft, S = .03 ft/ft, n = .24, P(2yr/241ir) = 3 in Travel Time = 12.5 minutes Segment 2: Concentrated Flow L = 330 ft, S = .035 ft/ft, Unpaved surface Travel Time = 1.8 minutes Segment 3: Concentrated Flow L = 490 ft, S = .045 ft/ft, Unpaved surface Travel Time = 2.4 minutes Segment 4: Concentrated Flow L = 140 ft, S = .002 ft/ft, Unpaved surface Travel Time = 3.2 minutes Total Travel Time = 19.97 Minutes • A PoS? D�E�U f y. L i TRAPEZOID - Flow conditions for a coven flow rate and swale_s4 * • Top Width 6.00 ft. ft. * Bottom Width 2.00 * Swale Depth 1.00 ft. * Side Slope 2.00 * Drainage Slope 0.010 * Manning's Coeff. 0.027 * Flow Rate 3.00 cu.ft./sec. Freeboard 6.9 in. Flow Depth 5.1 in. Flow Area 1.21 sq.ft. Wetted Perimeter 3.90 ft. Hydraulic Radius 0.31 ft. Flow Velocity 2.48 ft./sec. Excavation 0.15 cu.yd./ft. * - Given Data; All other data calculated TRAPEZOID - Flow conditions for a given flow rate and swale size * Top Width 6.00 ft. * Bottom Width 2.00 ft. * Swale Depth 1.00 ft. * Side Slope 2.00 * Drainage Slope 0.020 * Manning's Coeff. 0.027 * Flow Rate 3.00 cu.ft./sec. Freeboard 7.8 in. Flow Depth 4.2 in. Flow Area 0.95 sq.ft. Wetted Perimeter 3.57 ft. Hydraulic Radius 0.27 ft. Flow Velocity 3.16 ft./sec. Excavation 0.15 cu.yd./ft. * - Given Data; All other data calculated TRAPEZOID - Flow conditions for a given flow rate and swale size * To Width 6.00 ft. * Bo tom Width 2.00 ft. * Swale Depth 1.00 ft. * Side Slope 2.00 * Drainage Slope 0.029 * Manning's Coeff. 0.027 * Flow Rate 3.00 cu.ft./sec. Freeboard 8.2 in. Flow Depth 3.8 in. Flow Area 0.83 sq.ft. Wetted Perimeter 3.42 ft. Hydraulic Radius 0.24 3.60 ft. ft./sec. Flow Velocity Excavation 0.15 cu.yd./ft. * - Given Data; All other data calculated N N N wwuj www W W W N N N O O O v) OO N Nv vva N CV N N N C7 J 3,5 a., c r e-s L L Ord PQs��« o. a L6Sc C(,�,Vvi 0. (D 3) i, crs A I Lo L T 0. 5`I 0. S5 0 . `► _ 3.5 ), 0,2 1,j�5��d 3,5 PDS-1 -�zVylop„.0 -T did Pas��« Lo osz &t:w�l Cow,(JtA C— O LI, LI I , Ll d C y _ p, 34 SCS Segmental Travel Time ?3. 6 Summary for Klines Mill S.S. - Drainage A - Post/Dev • Segment 1: Overland Flow L = 100 ft, S = .025 ft/ft, n = .24, P(2yr/24hr) = 3 in Travel Time = 13.5 minutes Segment 2: Concentrated Flow L = 290 ft, S = .04 ft/ft, Unpaved surface Travel Time = 1.5 minutes Segment 3: Concentrated Flow L = 20 ft, S = .5 ft/ft, Unpaved surface Travel Time = 0 minutes Segment 4: Channel Flow A = 1.21 sq. ft, P = 3.9 ft, L = 20 ft, S =.01 ft/ft, n =.05 Travel Time = .2 minutes Segment 5: Channel Flow A = .95 sq. ft, P = 3.57 ft, L = 235 ft, S = .02 ft/ft, n = .05 Travel Time = 2.2 minutes Segment G: Channel Flow • A = .83 sq. ft, P = 3.42 ft, L = 105 ft, S = .03 ft/ft, n = .05 Travel Time = .9 minutes - Segment 7: Overland Flow L = 100 ft, S = .05 ft/ft, n = .24, P(2yr/241ir) = 3 in Travel Time = 10.2 minutes Segment 8: Concentrated Flow L = 30 ft, S = .05 ft/ft, Unpaved surface Travel Time = .1 minutes Segment 9: Concentrated Flow L = 60 ft, S = .002 ft/ft, Unpaved surface Travel Time = 1.4 minutes Total Travel Time = 30.11 Minutes RQ Su iA J -` � 1'z,/J I''P 5����.r. 40 SCS Segmental Travel Time • Summary for Klines Mill S.S. - Drainage B - Post/Dev Segment 1: Overland Flow L = 100 ft, S = .025 ft/ft, n = .24, P(2yr/24hr) = 3 in Travel Time = 13.5 minutes Segment 2: Concentrated Flow L = 330 ft, S = .035 ft/ft, Unpaved surface Travel Time = 1.8 minutes Segment 3: Concentrated Flow L = 20 ft, S = .5 ft/ft, Unpaved surface Travel Time = 0 minutes Segment 4: Channel Flow A=1.4sq. ft, P=4.13ft, L=60ft, S=.01ft/ft,I1=.05 Travel Time = .7 minutes Segment 5: Channel Flow A = 1.1 sq. ft, P = 3.76 ft, L = 350 ft, S = .02 ft/ft, n = .05 Travel Time = 3.1 minutes Segment 6: Overland Flow • L = 70 ft, S = .06 ft/ft, n = .24, P(2yr/241ir) = 3 in Travel Time = 7.1 minutes Segment 7: Overland Flow L = 20 ft, S = .02 ft/ft, n = .011, P(2yr/241ir) = 3 in Travel Time = .3 minutes Segment 8: Concentrated Flow L = 60 ft, S = .02 ft/ft, Unpaved surface Travel Time = .4 minutes Total Travel Time = 27.09 Minutes IR Q� Uk 14 's -c I I I� f • S, LC( Aer �5 8 • TRAPEZOID - Flow conditions for a given flow rate and swale * Top Width * Bottom Width * Swale Depth * Side Slope * Drainage Slope * Manning's Coeff. * Flow Rate Freeboard Flow Depth Flow Area Wetted Perimeter Hydraulic Radius Flow Velocity Excavation 6.00 ft. 2.00 ft. 1.00 ft. 2.00 0.010 0.027 3.70 cu.ft./sec. 6.3 in. 5.7 in. 1.40 sq.ft. 4.13 ft. 0.34 ft. 2.63 ft./sec. 0.15 cu.yd./ft. * - Given Data; All other data calculated TRAPEZOID - Flow conditions for a given flow rate and Swale size * Top Width * Bottom Width * Swale Depth * Side Slope * Drainage Slope * Manning's Coeff. * Flow Rate Freeboard Flow Depth Flow Area Wetted Perimeter Hydraulic Radius Flow Velocity Excavation 6.00 ft. 2.00 ft. 1.00 ft. 2.00 0.020 0.027 3.70 cu.ft./sec. 7.3 in. 4.7 in. 1.10 sq.ft. 3.76 ft. 0.29 ft. 3.36 ft./sec. 0.15 cu.yd./ft. * - Given Data; All other data calculated COMMONWEALTH of ` 1RQJN1A DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE CO L1tuSSIONER P O- BOX 278 EDINBURG. VA 22824-0278 October 8, 1996 Ms. Rosalie A. Cornwell C/O Allegheny Power 10435 Downsville Pike Hagerstown, MD 21740 Dear Ms. Cornwell: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540)984.5607 Ref: Klines Mill Substation Route 633 Frederick County We have received your revised site plan dated August 3, 1996 for the referenced project. It appears our earlier comments have been addressed. However, there is an additional item we would like to discuss regarding the dedication of right-of-way. VDOT is presently in the process of obtaining additional property along Route 633 to provide for a wider right-of-way. Upon acquisition of additional right-of-way from all adjoining property owners VDOT will then proceed with the design and rebuilding of Route 633. Our staff requests Alleghany Power dedicate 35' northeast of center line of Route 633, from a point N 88° 48' 00" W., 1009.49' west to the Shoemaker Property line. Then 25' east of the center line of Route 633 from a point N 36° 54' 00" W at the Henry Property, 845.51' north to the Fletcher Property (see attached). Please contact Mr. Dwight Hawkins, Contract Administrator, at our Residency Office in Edinburg at the above number when preparing this dedication. A land use permit may now be applied for to cover work within the Route 633 right-of- way. The permit is issued by this office and will require a minimal processing fee and surety bond coverage. Once satisfactory application has been made a permit of this nature normally takes approximately thirty days to process and issue. Should you have any questions, I may be reached at 540-722-3460. Sincerely, OCT Co 1,6 � -0, AEPT OF PiAN EVECOPMENC Steven A. Melnikoff AND D Hwy. Permits/Subd. Spec. Senior SAM/ rf xc: Mr. R. B. Childress, Mr. D. W. Hawkins, Mr. K. A. Steele, Mr. Kris Tierney WE KEEP VIRGINIA MOVING \'LA� i i PC TOTA i'--% DEPT. OF PLANNING. biff) DE,_VEI.OPMENT , U) N (D Epp, uj ( AS U) I OS T ui co I HOCKMAN RA 84 (A) 27A RESIDENTIAL (o W L; �Ir 3 3 3 - z 0 �I S36' 39' 1 5 "W v u) 244. 64 ' I I `D N 3 GRIM Z RA 84 (A) 70 RESIDENTIAL , I HENRY RA 84 (A) 67A, 69, 69A RESIDENTIAL FLETCHER RA 84 (A) 28 AGRICULTURAL g App, 1'48'00"W 141. 03' S35" 03' 30 "W .89. 28' POST N61'04'15" SHOEMAKER 166.18' RA 84 (A) 68 RESIDENTIAL ppME • � NZ9 2 .69: 6 e 0 rti tio<r S S r S N AP P RA S r t 84 (A) 7 1 RESIDENTIAL O r � O0 C1 69 �y• T('N�� t t VV'r4rlr T!. 7 4 COMMONWEALTH of VIiRQ IN1IA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE C01MMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 February 28, 1997 iVlo. Ronal:=- A. �GrRI`icii C/O Allegheny Power 10435 Downsville Pike Hagerstown, MD 21740-1766 Dear Ms. Cornwell: JERRY A. COPP RESIDENT ENGINEER TELE(540)984.5600 FAX (540) 984-5607 _Kli e's ?V.i1.l Substation. Route 633 Frederick County In accordance with your request dated February 25, 1997 you are given permission to install a temporary construction entrance at the referenced location. This letter is to be considered your permit to do so. The following provisions will be required: • Work area protection signage in accordance with the attached while working on the right-of-way will be required. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT # 1 (2-3 inch stone) course aggregate by 30' in width will be required. It is to be placed from the edge of pavement and extended back onto private property far enough to prevent the carrying of mud onto the roadway. • Positive drainage is to be maintained within the right-of-way at all times. • Any disturbed areas of the right-of-way or damages to the pavement structure adjacent to this entrance will be repaired by you to our satisfaction. • This permit is being issued for 180 days. • All work is to be completed in accordance with the enclosed Virginia Erosion & Sediment Control Handbook, Specification 3.02. • The entrance is to be installed at the location shown on the site plan prepared by Allegheny Power dated 08/03/95. The Department of Transportation will not be held liable for suit should such result from this operation nor is it granting permission to grade on the property of others or disturb underground utility lines. If the above listed items are not followed this permit may be revoked. Should you have any questions, please let me know. Sincerely, Q'��A- , 4� Steven A. Melnikoff Permits & Subdivision Specialist Senior SAM/rf Attachment xc: Mr. R. B. Childress, Mr. K. A. Steele, Mr. Kris Tierney, Mr. Ed Strawsnyder WE KEEP VIRGINIA MOVING COtI MONWE:'^-iLTl of VIRQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 1,1031 OLD VALLEY PIKE COMMISSIONER P O. BOX 278 EDINBURG. VA 22824-0278 April 23, 1997 Ms. Rosalie A. Cornwell C/G Allcgheny Power 10435 Downsville Pike Hagerstown, MD 21740 Dear Ms. Cornwell: JERRY A. COPP RESiDEor ENGINEER TEIE(5401984-5600 FAX (540) 984.5607 Ref: Kline's Mill Substation Route 633 Frederick County Enclosed is your approved Land Use Permit #855-03929 to cover the construction and maintenance of one commercial entrance at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 633 right-of-way. I would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection Manuul. Please give Mr. Steve A. Melnikoff a call at (540) 722-3460 at least 48 hours in advance of the start of construction to arrange for any necessary inspections. If you have any questions concerning the permit requirements or during construction, please give me a call. Sincerely, William C. Gochenour Hwy. Permits & Subdivision Specialist WCG/rf Enclosure xc: Mr. R. B. Childress 2�293031 Mr. S.A. Melnikoff — �r - M Kris Tierney_ , --- - 0� N ` 0*. 604e WE KEEP VIRGINIA MOVING COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.0917960325 Date Received 081796 Date Reviewed 091796 Applicant Allegheny Power Address 10435 Downsville Pike Hagerstown, Maryland 21740- l 766 Project Name Kline's Mill Substation Phone No.301-790-6369 Type of ApplicationSite Plan Current Zoning 1st Due Fire Co. 12 1st Due Rescue Co. 12 Election DistrictBack Creek Tax I.D. No. RECOMMENDATIONS Automatic Sprinkler System Residential Sprinkler System Automatic Fire Alarm SystenKX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes No XX Comments Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate Inadequate Not IdentifiedXX Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No S i g n a t u e 'er ,! TitIe 0- COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 December 5, 1996 The Potomac Edison Company c/o Rosalie A. Cornwell 10435 Downsville Pike Hagerstown, Maryland 21740 RE: Kline's Mill Substation - Site Plan Approval Site Plan #054-96 Dear Rosalie: This letter is to inform you that the Frederick County Planning Department administratively approved site plan #054-96 on December 4, 1996. This site plan involves the construction of power substation in an area measuring 270.50 feet by 330.00 feet. An access road, approximately 1,200 feet long, will be built to provide access to the substation from Klines Mill Road. The total land to be disturbed for this project will be 4.1 acres. Attached are three copies of the approved plan. Please contact this office to schedule an on -site inspection once all improvements are complete. Please contact me if I may answer any questions regarding this letter. Since y, Eric R. L wTence Planner II Enclosure cc: Margaret Douglas, Back Creek District Supervisor T. Roy Jennings, Frederick County Real Estate 107 North Kent Street • Winchester, Virginia 22601-5000 SITE PLAN APPLICATION Department of Planning and Development Use only. �} Date application received i - �� Application # _© 5-4 — ^� D Complete. Date of acceptance 0 incomplete. Date of return. 1. Project Title: Kl i ne' s Mill Substation 2. Location of Property Kl i ne' s Mill Road (street address) Middletown, VA 3. Property Owner: THE POTOMAC EDISON COMPANY Address: 10435 Downsville Pike Hagerstown, MD 21740 c/o Rosalie A. Cornwell Telephone: (301) 790-6369 4. Applicant/Agent Address Telephone: 5. Designer: Address: Telephone: Contact: Potomac Edison Engineer Same as above. Alan J. Fleissner ALLEGHENY POWER 800 Cabin Hill Dr. A/C412-838-6817 Greensburg, PA 15601 6 6. Is this an original or revised site plan? Original _ . Revised y- 7a. Total acreage of parcel to be developed: 4.1 7b. Total acreage of parcel. 191 acres 8. Property Information: a) Property Identification Number: 84 (A) 67, 84 (A) 55 & 85 (A) 9A b) Current Zoning: - RA c) Present Use: Agri cul tural d) Proposed Use: Electric Utility Substation e) Adjoining Property Use(s) Residential f) Adjoining Property Identification Number(s) See attached 1 i st. g) Magisterial District(s) Back Creek 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: 2 y� Date: Request For Site Plan Comments Virginia Department of Transportation Mail to: Virginia Department of Transportation Atten: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (540) 984-5600 RECEIVED VCOT EDINBURG RESIDENCY AUG 2 C 1996 Hand deliver to: 0 WHB ❑ JAC 0 VVILS Local VDOT Office ' KDC ❑ ELF ❑ VLZ 1550 Commerce Street Winchester, VA (540) 722-3460 Please fill out the information as accurately as possible in order to assist the VDOT with their review. Please attach four copies of your site plan with this sheet. Applicant's name: Address: THE POTOMAC EDISON COMPANY 10435 Downsville Pike Ha9Prstnwn, MI) 21740-1766 Phone number: (301) 790-6369 Name of development and/or description of the request: Substation Construction of new Location of development: North of Rt. 633, Frederick County, VA Virginia Department of Transportation's Comments: See attached letter from Steve Melnikoff dated October 8, 1996. VDOT use only Date received _4 Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received Incomplete Date reviewed Date approved f<' COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 October 8, 1996 Ms. Rosalie A. Cornwell C/O Allegheny Power 10435 Downsville Pike Hagerstown, MD 21740 Dear Ms. Cornwell: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984.5600 FAX (540) 984-5607 Ref: Klines Mill Substation Route 633 Frederick County We have received your revised site plan dated August 3, 1996 for the referenced project. It appears our earlier comments have been addressed. However, there is an additional item we would like to discuss regarding the dedication of right-of-way. VDOT is presently in the process of obtaining additional property along Route 633 to provide for a wider right-of-way. Upon acquisition of additional right-of-way from all adjoining property owners VDOT will then proceed with the design and rebuilding of Route 633. Our staff requests Alleghany Power dedicate 35' northeast of center line of Route 633, from a point N 88° 48' 00" W., 1009.49' west to the Shoemaker Property line. Then 25' east of the center line of Route 633 from a point N 36° 54' 00" W at the Henry Property, 845.51' north to the Fletcher Property (see attached). Please contact Mr. Dwight Hawkins, Contract Administrator, at our Residency Office in Edinburg at the above number when preparing this dedication. A land use permit may now be applied for to cover work within the Route 633 right-of- way. The permit is issued by this office and will require a minimal processing fee and surety bond coverage. Once satisfactory application has been made a permit of this nature normally takes approximately thirty days to process and issue. Should you have any questions, I may be reached at 540-722-3460. Sincerely, Steven A. Melnikoff Hwy. Permits/Subd. Spec. Senior SAM/rf xc: Mr. R. B. Childress, Mr. D. W. Hawkins, Mr. K. A. Steele, Mr. Kris Tierney WE KEEP VIRGINIA MOVING • October 22, 1996 Ms. Rosalie A. Cornwell Allegheny Power 10435 Downsville Pike Hagerstown, Maryland 21740 RE: Site Plan - Klines Mill Substation Frederick County, Virginia Dear Ms. Cornwell: COUNTY of FREDERICK Public Works Department Harvey E. Strawsnyder, Jr., P.E. Director The revised site plan dated November 4, 1996 adequately addresses our comments. Therefore, we recommend approval of the subject site plan. HES:mIh cc: Planning and Zoning file Sincerely, Harvey E. S rawsnyder, Jr., P.E. Director of Public Works 540/665-5643 Fax 540/678-0682 107 North Kent Street Winchester, Virginia 22601 COUNTY of FREDERICK Public Works Department Hai-vey E. Strawsnyder, Jr., P.E. Director October 22, 1996 540/665-5643 Fax 540/678-0682 Ms. Rosalie A. Cornwell Allegheny Power 10435 Downsville Pike Hagerstown, Maryland 21740 RE: Site Plan - Klines Mill Substation Frederick County, Virginia Dear Ms. Cornwell: We have completed our review of the proposed plan for the new Klines Mill Substation and offer the following comments: 1. We do not concur with the evaluation of the post development storm flows. In particular, the evaluation of the post development times of concentrations do not appear to be realistic. Also, because of the relatively sm,3B �cl in1 zs, we recommend that the rational method be considered withxd"'pre-development;"C" value of 0.2. Post development "C" values of 0.5 to Q65iauld be/9 assume for the gravel areas. `; 2. Provide inlet protection (rip -rap) for the proposed 18 u`I.MP. have an uestions concerning the above'�i�r�e��ts.%' Please contact me it you y q g HES : rls cc: Planning and Zoning file Sincerely, Harvey . trawsnyder, Jr., P.E. Director of Public Works 107 North Kent Street Winchester, Virginia 22601 • Request For Site Plan Comments Lord Fairfax Soil & Water Conservation District • Mail to: Hand deliver to: Lord Fairfax Soil & Water Conservation District 2045-B Valley Avenue 2045-B Valley Avenue Winchester, VA Winchester, VA 22601 (540) 662-3312 (540) 662-3312 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one copy of your site plan with this sheet. Applicant's name: THE POTOMAC EDISON COMPANY Address: 10435 Downsvi l l e Pike Hagerstown, MD 21740-1766 Phone number: (301) 790-6369 Name of development and/or description of the request: construction of new substation Location of development: North of Route 633, Frederick Countv, . VA Soil a Water Conservation Commen j P C-dheGS � -T 41-e e r C. s wl- - S 0 0 I August 14, 1996 Rosalie Cornwell The Potomac Edison Company 10435 Downsville Pike Hagerstown, MD 21740-1766 Department of Planning and Development 540/665-5651 FAX: 540/678-0682 RE: Preliminary Site Plan Review -- Mines Mill Substation Dear Rosalie: I have reviewed the above referenced site plan, submitted to my office August 9, 1996. The following comments will need to be addressed in order for this office to proceed with approval of this site plan. Please provide the: 1) Name, address, and phone number of designee; 2) Certificate of Professional Engineer (signed on final site plans); 3) Date plan was prepared and date of revisions; 4) Dimensions of the driveway entrance from the public right-of-way; 5) Location and nature of facilities necessary to meet Fire Code requirements; 6) 'Calc,ilations describing the required number of parking spaces. `ControM--i��' ding', there would be 3 parking spaces regLed-C: square feet ofoff _ic- -p' ce ; 7) Location a uncnsions of all parking spaces.-- -etch-par-kite acf 18 iare feet (18' by 10'). Curb stops should be provided for eac ed�n-t:ie ,c per 250 should be Pd' /Y. 92, In addition to the above comments, you need to receive site plan approval from the following review agencies: Virginia Department of Transportation, Frederick County Inspections Department, Frederick County Engineer, and Frederick County Fire Marshall. 107 North Kent Street • Winchester, Virginia 22601-5000 Page 2 Rosalie Cornwell The Potomac Edison Company Preliminaiy Site Plan Review -- Klines Mill Substation August 14, 1996 The competed application and site plan review fee will need to be submitted to the Department of Planning and Development prior to any further review and processing of this site plan. The required review fee is $1,410 ($1,000 base fee plus $100 per acre (4.1 disturbed acres)). Please make checks payable to the "Frederick County Treasurer". Please revise your site plan to address these comments, and the comments provided to you by the required review agencies. You will also need to provide this office with the completed approved comment sheets from the review agencies. Once all comments have been addressed and the review fee has been received, please submit five copies of the final site plan for administrative approval. Please contact me with any questions. Sincerely, ric R. jLaiwren e Planner I ERL\bah Enclosure ' • • COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.0917960325 Date Received 081796 Date Reviewed 091796 Applicant Allegheny Power Address 10435 Downsville Pike Hagerstown, Maryland 21740-1766 Project Name Kline's Mill Substation Phone No.301-790-6369 Type of ApplicationSite Plan Current Zoning 1st Due Fire Co. 12 1st Due Rescue Co. 12 Election DistrictBack Creek Tax I.D. No. RECOMMENDATIONS Automatic Sprinkler System Residential Sprinkler System Automatic Fire Alarm SystenKX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Fire Lanes Required l'es No XX Comments Roadway/Aisleway Widths Adequate XX Special Hazards Noted Yes No XX Comments Not Identified Inadequate Not Identified Hydrant Locations Adequate Inadequate Not Identified qe F ly ao '0r ocFi 96' Siamese Location Adequate Inadequate Not Identified X)( o L Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No L y '���i,�' .___✓ Sign atur�/ Title�F/j%/�%�-•�� rJ 0 ADJOINING PROPERTY OWNERS MEADOWBROOK PROPERTY - FREDERICK COUNTY, VIRGINIA ALL PARCELS ZONED "RA" 1. 85 (A) 7 Karen Ballenger Downey Agricultural 6486 Valley Pike Stephens City, VA 22655 2. 85 (A) 9 B Thomas Edward Downey Residential 6486 Valley Pike Stephens City, VA 22655 3. 85 (A) 9 C Karen Ballenger Downey Agricultural 6486 Valley Pike Stephens City, VA 22655 4. 85 (A) 10 William Stickley, III Residential 65790 Valley Pike Stephens City, VA 22655 5. 84 (A) 56 John M. & Judith J. Herbaugh Residential 6634 Valley Pike Stephens City, VA 22655 6. 84 (A) 59 Valley Mortgage & Investment Company Residential 609 Cedar Creek Grade Winchester, VA 22601 7. 84 (A) 60 Valley Mortgage & Investment Company Residential 609 Cedar Creek Grade Winchester, VA 22601 8. 84 (2) A Virgil I. & Lois T. Stickley Residential 6688 Valley Pike�'2::<,<<� Middletown, VA 2264519961 9. 84 (2) B Phillip Lane & Angela P. George Residential 6666 Valle Pike a.r E���,• Middletown, VA 22645 71 10. 84 (A) 63 Walter H. & Georgia B. Cooley Residential 6698 Valley Pike Middletown, VA 22645 -2- 11. 84 (A) 66 A Walter H. & Georgia J. Cooley Agricultural 6698 Valley Pike Middletown, VA 22645 12. 84 (A) 66 John Ray & Mary Catherine Rudolph Residential 141 Kline's Mill Road Middletown, VA 22645 13. 84 (A) 71 Donald F. & Patsy E. Snapp Residential 239 Kline's Mill Road Middletown, VA 22645 14. 84 (A) 68 Gary B. Shoemaker Residential 262 Kline's Mill Road Middletown, VA 22645 15. 84 (A) 67 A, 69 & 69 A Jerry Lee Henry Residential 282 Kline's Mill Road Middletown, VA 22645 16. 84 (A) 70 Merlin T. & Garrett W. Grim Residential 12504 Eagle Ridge Road Richmond, VA 23233 17. 84 (A) 27A James L. Hockman Residential 401 Kline's Mill Road Middletown, VA 22645 18. 84 (A) 28 Charles W. Fletcher, III Agricultural 110 Lakewood Drive Stephens City, VA 22655 19. 84 (A) 53 A Keeping Company, LC Agricultural 6880 Topper Drive Clifton, VA 22024 20. 84 (A) 54 & 54 B Donald E. Shanahan, Jr. Residential 301 Vaucluse Road Stephens City, VA 22655 21. 84 (A) 54 A Stonewall J. Young Residential 263 Vaucluse Road Stephens City, VA 22655 • -3- 22. 84 (A) 55 A Randolph K. Jenkins Residential 236 Vaucluse Road Stephens City, VA 22655 23. 85 (A) 6 A Daniel R. & Stefani Couch Agricultural 592 Minebank Road Middletown, MD 22645 24. 85 (A) 6 B Richard E. & Tina R. Hockman Agricultural 267 Conestoga Lane Stephens City, VA 22655 Request For Site Plan Comments Department of Planning and Development Mail to: Department of Planning and Development Atten: County Planner P.O. Box 601 Winchester, VA 22604 (540) 665 - 5651 Hand deliver to: 107 N. Kent Street Fourth 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 copies of your site plan with this sheet. Applicant's name: THE POTOMAC EDISON COMPANY Address: 10435 Downsvi l l e Pike Hagersto%gn, MD 21740-1766 Phone number: (301) 790-6369 Name of development and/or description of the request: Construction of new Substation. Location of development: North of Rt. 633, Frederick County, VA Planning and Development's Comments: ra o O Po; o,..,,,� ,� ate/ • 5,j&r rav •v 8 - / q - 94 hi b1ac,f;r'0*j0✓ SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) Frederick County Sanitation Authonty Department of Planning and Development Inspections Department Fredenck County Engineer (Public Works) Fredenck County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) 8 County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Sod & Water Conservation Distnct Site Plan Information Checklist The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. JV--," 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. 2 6. Date plan prepared and date of revisions. /A/ 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. / a. A space labeled "Approved by the Zoning Administrator for the approval signature and date of approval. 9. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. t 9 General Site (con't Y N 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard i areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. _ 21. Location of sidewalks and pedestrian ways. KO 22. Location and area of common open space. 117 23. The location, height, and dimensions of all signs. 24. Locabon, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. ri 30. Ground floor area and total floor area of all buildings with PAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. /UQ 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all ed entrances from public right-of-ways. e'e' 1' � � 6 u Utilities Y Parking Y I:1 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 38. Location and width of all easements, including access, utility, and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. . N ff 4 S --'- 5- 40. Calculations describi�e required number otpnrking and loading spaces. 41. Locatioa-aad dimensions of all parking `nd loading spaces, driveways, parking aisles, curbing and other features to be used. NA 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y . N I 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12