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HomeMy WebLinkAbout045-96 Winchester 84 Lumber - Stonewall - Backfilet Received From Address -!A,1 Vffto FO IL EALANU DUE Date t -00250 N PAID . ;I I , ; t f I Dollars $ :_j 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 Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Frederick 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) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water ConservFtion District X aWe /n• , i 41 .�tr�—�`�ct.�' .�,Lo-uQ.oCi JJ2l.,�uon /�'-� " `��' 84 LUMBER COMPANY 4121 WASHINGTON ROAD McMURRAY, PA 15317 WINCHESTER, VA FREDERICK COUNTY January 22, 1997 zti E'27284 ✓4N199 �� CFlV 7 � � ��6,A�►Tjyp�� '�� ►=RAND J `,� AVIBEL t, LICENSE No i aka L lETe- /- Z7— 9-7 • u lip 010100111ad of Table of Contents Introduction Stormwater Management Narrative Stormwater Management Calculations & Summary Pre -Development Calculations Post -Development Calculations Routing Calculations Erosion and Sediment Control Narrative Temporary/Permanent Seeding Maintenance Schedule Pa" 1 2 2 3 4-7 8-11 12-19 20 21 21 FILE COPY 0 October 7, 1997 Ms. Amy Cross, Project Coordinator 84 Lumber Company 4121 Washington Road McMurray, PA 15317 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 RE: Approval of Revised 84 Lumber Company Site Development Plan, #045-96 Dear Ms. Cross: The Frederick County Planning Department administratively approved the above referenced revised Site Plan, #045-96, on October 7, 1997. This site plan shows the storage building in a revised location, thirty (30) feet from the adjacent property line. I have provided you with three copies of the approved site plan. Please keep an approved copy for your files and maintain an approved copy on the construction site. Once the site development has been completed, you should contact this office to schedule an on -site inspection. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy, Planner II MTR/cc U NIKDCOMMOMSr E REV'S+L.%IBAP2 SPR 107 ;North Kent Street - Winchester, Virginia 22601-5000 LUMBER COMPANY 4121 WASHINGTON ROAD • McMURRAY, PA 15317 (412) 941-8497 October 3, 1997 Attn: Michael T. Ruddy County of Frederick Department of Planning and Development 107 Nor,', K -qt Street Winchester, VA 22601 (540)665-5651 Dear Mr. Ruddy: Pursuant to our conversation yesterday, enclosed please find 5 complete sets of revised plans reflecting the new location of our building. If you have any further questions or comments, please feel free to reach me or Pat O'Brien at 1-800-664- 1884 or fax us at 412-942-4541. Sincerely, Amy Cross Project Coordinator G4 �1 _ LUMBER COMPANY AMY M. CROSS Project Coordinator Magerko Corporation Voice Mail (800) 664-1984 Ext.726 4121 Washington Road Office (800) 664-1884 Ext.218 McMurray, PA 15317 Fax (412) 942-4541 11 FILE C.','.,?Y COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 June 10, 1997 Mr. Patrick O'Brien 84 Lumber Company 4121 Washington Road McMurray, PA 15317 RE: Approval of 84 Lumber Company Site Development Plan, #045-96 Dear Mr. O'Brien: The Frederick County Planning Department administratively approved Site Plan #045-96 for the above referenced site plan on June 10, 1997. This site plan, for the construction of a 6,000 square foot storage building on the 84 Lumber property, meets all County requirements for development within the B2 (Business General) zoning district. I have provided you with two copies of the approved site plan. Please keep an approved copy for your files and maintain an approved copy on the construction site. Once the site development has been completed, you should contact this office to schedule an on -site inspection. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy, Planner I MTR/cc cc: Charles W. Orndoff, Sr., Stonewall District Supervisor T. Roy Jennings, Frederick County Real Estate Joe C. Wilder, Engineering Technician Garland Miller, Winchester/Frederick County E.D.C. 107 North Dent Street • Winchcster, Vir.-inia 22601-;000 1 STORMWATER MANAGEMENT CALCULATIONS Referring to following calculations, the pre- and post -development storm flows for the site are summarized as follows: Year Pre -Development Post -Development Flows Post -Development Flows Storm Flows (cfs) Without Detention With Detention Basin Basin(cfs) Routing (cfs) 2 0.2 2.0 0 to 0.7 3.4 0.2 100 1.3 4.8 0.3 Stage -Storage Elevation Data for Basin Elevation Area Volume Cum. Volume Cum. Vol. Discharge (ft.) (sf) (cf) (cf) (ac-ft) (cfs) 665 1372 - - - - 666 2722 2856 2856 .047 - 667 4026 3374 5421 .124 0.293 667.5 4678 2101 7522 .173 0.359 668 5330 2502 10099 .232 1.475 orifice flow through riser pipe holes: Q= 0.6 *A*((2*g*li)}^0.5 5 - 1.5" diameter holes @ elev. 666 weir flow: Q=C*L*(HAt.5) C=0.6, L=5', top of weir = 667.5, @elev. 669, H=0.5 umma Based on the results of this analysis, construction of the proposed 84 Lumber expansion should maintain or improve stormwater conditions that already exist at the site. � � 4 ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* ** SUMMARY for WINCHESTER PRE -DEVELOPMENT ** Segment 1: OVERLAND FLOW L = 60 ft, S = .067 ft/ft, n = . 13, P (2yr/24hr) = 3 in Travel Time = 3.7 minutes Segment 2: OVERLAND FLOW L = 40 ft, S = .05 ft/ft, n = .13, P(2yr/24hr) = 3 in Travel Time = 3 minutes Segment 3: OVERLAND FLOW L = 60 ft, S = .0333 ft/ft, n = .13, P (2yr/24hr) = 3 in Travel Time = 4.9 minutes TOTAL TRAVEL TIME for path WINCHESTER PRE -DEVELOPMENT = 11.6 minutes <---- 0 84 LUMBER COMPANY is proposing to construct a new storage facility on an existing 84 LUMBER store located along Interstate 81 in Frederick County, Winchester, Virginia. The work consists of the construction of a 4000 sq. ft. storage building with a 2000 sq. ft. porch, a graveled yard, and a detention basin. The total area of the proposed development is 0.48 acres. EXISTING SITE CONDITIONS The existing site conditions of the proposed property consist primarily of undeveloped grassland on a decreasingly sloped hill that has a 6.7% slope at the top, drops to a 5.0% slope in the center, and slows to a 3.33% slope at the bottom. Runoff draining from upslope of the property is managed by the highway systems of Route 1 1 and Interstate 81,and the adjacent property owner on the northwestern border. STORMWATER MANAGEMENT NARRATIVE Stormwater management of the proposed development will be handled primarily through the use of a new detention basin. By using the new detention basin, 84 Lumber will not create any additional flow from the site. Currently, stormwater runoff of the proposed development site is not managed. Pre - development (existing) flow from the on -site upslope area occurs as sheet flow down the hill through the area proposed as a graveled yard where it then discharges onto the adjacent property. 84 Lumber is proposing to construct a basin that will collect runoff from the proposed development site. Flow from the proposed basin will discharge out of the basin's weir spillway and also across the landscape buffer strip. Tile stormwater management structure is sized to manage the 2, 5, and 100 year, 24-hr. post - development storms with no increase in pre -development flows. Pre -development and post -development runoff calculations, rainfall data, hydrograph generation and basin routing were determined using Technical Release 55 (TR-55). Elevation -storage data was calculated using the average area method. Elevation -discharge data was calculated using the the weir equation. S * PSUHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER 2 YR PRE -DEVELOPMENT STORM 2 YR. STORM: PRECIPITATION = 3 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (sqmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------ 1 0.001 65 0.359 0.51 0.193 0.200 0.193 0.187 ----------------------------------------------------- COMPOSITE 0.001 65 0.51 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ---------------------------------------------------------------- 1 0 0 0 0 0 0 0 0 0 0 0 0 -------------------------------------- COMPOS ITE 0 0 0 0 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 0.2 cfs - OCCURS AT 12.4 hrs O * PSUHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER 10 YR STORM ( Fps_ tv ,"Fj , f 10 YR. STORM: PRECIPITATION = 5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT - --- -(sqmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ---------------------------- -------------- 10_----- ----- 001650_215 1.65 0.193 0.200 0.193 0.187 ---- ------ ---------------------------------------------- COMPOSITE 0.001 65 1.65 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 --------------------------- --------------- 1 0 0 0 1 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- COMPOSITE 0 0 0 1 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 0.7 cfs - OCCURS AT 12.4 hrs * PSUHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER 100 YR PRE-DEVELOPMEN' 100 YR. STORM: PRECIPITATION = 7 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (sqmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ----------------------------------------------- 1 0.001 65 0.154 3.10 0.193 0.200 0.193 0.187 ---------------------------------------- COMPOSITE 0.001 65 3.10 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------- 1 0 0 1 1 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------- COMPOSITE 0 0 1 1 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 1.3 cfs - OCCURS AT 12.4 hrs ******************************************************************* * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986) ******************************************************************* ** SUMMARY for POST -DEVELOPMENT WINCHESTER ** Segment 1: OVERLAND FLOW L = 60 ft, S = .0667 ft/ft, n = .011, P(2yr/24hr) = 3 in Travel Time = .5 minutes Segment 2: OVERLAND FLOW L = 40 ft, S = .05 ft/ft, n = .011, P(2yr/24hr) = 3 in Travel Time = .4 minutes Segment 3: OVERLAND FLOW L = 60 ft, S = .0333 ft/ft, n = .011, P(2yr/24hr) = 3 in Travel Time = .7 minutes TOTAL TRAVEL TIME for path POST -DEVELOPMENT WINCHESTER = 1.6 minutes <---- *, PS+UHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER POST -DEVELOPMENT 2-YR STORM 2 YR. STORM: PRECIPITATION = 3 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (sqmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------ 1 0.001 98 0.100 2.77 0.027 0.100 0.027 0.000 ----------------------------------------------------------------- COMPOSITE 0.001 98 2.77 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- COMPOSITE 0 1 1 0 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 2.0 cfs - OCCURS AT 12.1 hrs * PSUHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER 10 YR STORM POST -DEVELOPMENT 10 YR. STORM: PRECIPITATION = 5 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (sqmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ---------------------------------------------------------------- 1 0.001 98 0.100 4.76 0.027 0.100 0.027 0.000 ------------------------------------------------------------------------- COMPOSITE 0.001 98 4.76 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ------------------------------------------------------------------------------- 1 0 1 2 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- COMPOSITE 0 1 2 0 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 3.4 cfs - OCCURS AT 12.1 hrs * PSUHM: MODULE <4> - SCS TR-55 TABULAR METHOD WATERSHED TITLE: WINCHESTER 100 YR POST -DEVELOPMENT 100 YR. STORM: PRECIPITATION = 7 in. SUMMARY OF INPUT PARAMETERS SUBAREA AREA CURVE IA/P RUNOFF TC ADJ. TC TT ADJ. TT (sgmi) NUMBER (in) (hrs) (hrs) (hrs) (hrs) ------------------------------------------------------------------------------- 1 0.001 98 0.100 6.76 0.027 0.100 0.027 0.000 ------------------------------------------------------------------------------- COMPOSITE 0.001 98 6.76 INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS SUBAREA TIME (hrs) 11.0 11.9 12.2 12.5 12.8 13.2 13.6 14.0 15.0 17.0 20.0 26.0 ---------------------------------------- -------------------------------------- 1 0 2 3 1 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- COMPOSITE 0 2 3 1 0 0 0 0 0 0 0 0 THE PEAK FLOW IS 4.8 cfs - OCCURS AT 12.1 hrs iz * PSUHM: MODULE <6> - MODIFIED PULS ROUTING ******************************************************************************* NAME OF RESERVOIR OR CHANNEL: WINCHESTER 2-YR POST -DEVELOPMENT STORM FILENAME OF INFLOW HYDROGRAPH: B:WINPOST2.HYD FILENAME OF RATING MATRIX: B:WINCH5.ESO DATE TIME INFLOW I1+I2 2*ST/DT-0 2*ST/DT+O OUTFLOW STORAGE ELEVATION (cfs. ) (cfs. ) (cfs. ) (cfs. ) (cfs. ) (ac.ft. ) (ft. MSL) O1/20/97 0000 0.0 0.1 0.0 0.0 0.0 0.00 695.00 01/20/97 0003 0.1 0.2 0.1 0.1 0.0 0.00 695.00 O1/20/97 0006 0.1 0.2 0.2 0.2 0.0 0.00 695.01 O1/20/97 0009 0.1 0.2 0.4 0.4 0.0 0.00 695.02 01/20/97 0012 0.1 0.2 0.6 0.6 0.0 0.00 695.03 01/20/97 0015 0.1 0.2 0.8 0.8 0.0 0.00 695.04 O1/20/97 0018 0.1 0.2 1.0 1.0 0.0 0.00 695.04 01/20/97 0021 0.1 0.2 1.2 1.2 0.0 0.00 695.05 O1/20/97 0024 0.1 0.2 1.4 1.4 0.0 0.00 695.06 01/20/97 0027 0.1 0.2 1.6 1.6 0.0 0.00 695.07 O1/20/97 0030 0.1 0.2 1.8 1.8 0.0 0.00 695.08 O1/20/97 0033 0.1 0.2 2.0 2.0 0.0 0.00 695.09 01/20/97 0036 0.1 0.3 2.2 2.2 0.0 0.00 695.10 O1/20/97 0039 0.2 0.5 2.5 2.5 0.0 0.01 695.11 01/20/97 0042 0.3 0.7 3.0 3.0 0.0 0.01 695.13 O1/20/97 0045 0.4 0.9 3.7 3.7 0.0 0.01 695.16 01/20/97 0048 0.5 1.1 4.6 4.6 0.0 0.01 695.20 O1/20/97 0051 0.6 1.2 5.7 5.7 0.0 0.01 695.25 O1/20/97 0054 0.6 1.6 6.8 6.8 0.0 0.01 695.30 01/20/97 0057 0.9 2.3 8.4 8.4 0.0 0.02 695.37 O1/20/97 0100 1.3 2.9 10.6 10.6 0.0 0.02 695.47 O1/20/97 0103 1.6 3.6 13.5 13.5 0.0 0.03 695.60 01/20/97 0106 2.0 3.6 17.2 17.2 0.0 0.04 695.76 O1/20/97 0109 1.6 2.8 20.8 20.8 0.0 0.04 695.91 O1/20/97 0112 1.2 2.0 23.6 23.6 0.0 0.05 696.02 O1/20/97 0115 0.8 1.2 25.5 25.6 0.0 0.05 696.08 01/20/97 0118 0.4 0.8 26.7 26.7 0.0 0.06 696.11 O1/20/97 0121 0.3 0.7 27.4 27.4 0.0 0.06 696.12 O1/20/97 0124 0.3 0.5 27.9 28.0 0.0 0.06 696.14 O1/20/97 0127 0.2 0.4 28.4 28.5 0.0 0.06 696.15 01/20/97 0130 0.2 0.4 28.7 28.8 0.0 0.06 696.16 01/20/97 0133 0.2 0.4 29.0 29.1 0.0 0.06 696.17 O1/20/97 0136 0.2 0.4 29.3 29.4 0.1 0.06 696.18 01/20/97 0139 0.2 0.4 29.6 29.7 0.1 0.06 696.19 O1/20/97 0142 0.2 0.4 29.9 30.0 0.1 0.06 696.19 O1/20/97 0145 0.2 0.3 30.1 30.3 0.1 0.06 696.20 01/20/97 0148 0.1 0.2 30.3 30.4 0.1 0.06 696.20 O1/20/97 0151 0.1 0.2 30.4 30.5 0.1 0.06 696.21 O1/20/97 0154 0.1 0.2 30.4 30.6 0.1 0.06 696.21 O1/20/97 0157 0.1 0.2 30.5 30.6 0.1 0.06 696.21 O1/20/97 0200 0.1 0.2 30.6 30.7 0.1 0.06 696.21 01/20/97 0203 0.1 0.2 30.7 30.8 0.1 0.06 696.21 O1/20/97 0206 0.1 0.2 30.7 30.9 0.1 0.06 696.22 O1/20/97 0209 0.1 0.2 30.8 30.9 0.1 0.06 696.22 01/20/97 0212 0.1 0.2 30.9 31.0 0.1 0.06 696.22 O1/20/97 0215 0.1 0.2 30.9 31.1 0.1 0.06 696.22 01/20/97 0218 0.1 0.2 31.0 31.1 0.1 0.06 696.22 01/20/97 0221 0.1 0.2 31.1 31.2 0.1 0.06 696.23 O1/20/97 0224 0.1 0.2 31.2 31.3 0.1 0.06 696.23 PEAK'INFLOW = 2 cfs. WCURRED AT 0106 ON 01/20/0 i3 r PEAK OUTFLOW = 0 cfs. OCCURRED AT 0224 ON 01/20/97 NUMBER OF HYDROGRAPH POINTS = 48 TIME STEP = .05 hrs. CHANGE IN STORAGE = 0 ac.ft. SUMMATION OF DT*(INFLOW-OUTFLOW) _ .1 ac.ft. ;J- *,PSUHM: MODULE <6> - MODIFIED PULS ROUTING ******************************************************************************* NAME OF RESERVOIR OR CHANNEL: WINCHESTER POST -DEVELOPMENT 10 YR STORM FILENAME OF INFLOW HYDROGRAPH: B:WI10POST.HYD FILENAME OF RATING MATRIX: B:WINCH5.ESO DATE TIME INFLOW Il+I2 2*ST/DT-0 2*ST/DT+O OUTFLOW STORAGE ELEVATION (cfs. ) (cfs. ) (cfs. ) (cfs. ) (cfs. ) (ac.ft. ) (ft. MSL) 01/23/97 0000 0.1 0.2 0.0 0.0 0.0 0.00 695.00 01/23/97 0003 0.1 0.2 0.2 0.2 0.0 0.00 695.01 01/23/97 0006 0.1 0.2 0.4 0.4 0.0 0.00 695.02 01/23/97 0009 0.1 0.2 0.6 0.6 0.0 0.00 695.03 01/23/97 0012 0.1 0.2 0.8 0.8 0.0 0.00 695.04 01/23/97 0015 0.1 0.2 1.0 1.0 0.0 0.00 695.04 01/23/97 0018 0.1 0.2 1.2 1.2 0.0 0.00 695.05 01/23/97 0021 0.1 0.2 1.4 1.4 0.0 0.00 695.06 01/23/97 0024 0.1 0.3 1.6 1.6 0.0 0.00 695.07 01/23/97 0027 0.2 0.4 1.9 1.9 0.0 0.00 695.08 01/23/97 0030 0.2 0.4 2.2 2.2 0.0 0.00 695.10 01/23/97 0033 0.2 0.4 2.6 2.6 0.0 0.01 695.11 01/23/97 0036 0.2 0.5 3.0 3.0 0.0 0.01 695.13 01/23/97 0039 0.3 0.8 3.6 3.6 0.0 0.01 695.16 01/23/97 0042 0.5 1.2 4.4 4.4 0.0 0.01 695.19 01/23/97 0045 0.7 1.5 5.6 5.6 0.0 0.01 695.24 01/23/97 0048 0.8 1.8 7.0 7.0 0.0 0.01 695.31 01/23/97 0051 1.0 2.1 8.8 8.8 0.0 0.02 695.38 01/23/97 0054 1.1 2.8 10.8 10.8 0.0 0.02 695.47 01/23/97 0057 1.6 3.9 13.6 13.6 0.0 0.03 695.60 01/23/97 0100 2.2 5.0 17.4 17.4 0.0 0.04 695.76 01/23/97 0103 2.8 6.2 22.4 22.4 0.0 0.05 695.98 01/23/97 0106 3.4 6.2 28.5 28.6 0.0 0.06 696.16 01/23/97 0109 2.8 4.9 34.5 34.7 0.1 0.07 696.32 01/23/97 0112 2.1 3.5 39.1 39.3 0.1 0.08 696.44 01/23/97 0115 1.4 2.1 42.3 42.6 0.2 0.09 696.53 01/23/97 0118 0.7 1.3 44.0 44.4 0.2 0.09 696.58 01/23/97 0121 0.6 1.1 45.0 45.3 0.2 0.09 696.60 01/23/97 0124 0.5 0.9 45.7 46.1 0.2 0.09 696.62 01/23/97 0127 0.4 0.8 46.3 46.7 0.2 0.10 696.64 01/23/97 0130 0.4 0.8 46.7 47.1 0.2 0.10 696.65 01/23/97 0133 0.4 0.7 47.1 47.5 0.2 0.10 696.66 01/23/97 0136 0.3 0.6 47.4 47.8 0.2 0.10 696.67 01/23/97 0139 0.3 0.6 47.6 48.0 0.2 0.10 696.67 01/23/97 0142 0.3 0.6 47.8 48.2 0.2 0.10 696.68 01/23/97 0145 0.3 0.6 48.0 48.4 0.2 0.10 696.68 01/23/97 0148 0.3 0.5 48.2 48.6 0.2 0.10 696.69 01/23/97 0151 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0154 0.2 0.4 48.4 48.8 0.2 0.10 696.69 01/23/97 0157 0.2 0.4 48.4 48.8 0.2 0.10 696.69 01/23/97 0200 0.2 0.4 48.4 48.8 0.2 0.10 696.69 01/23/97 0203 0.2 0.4 48.4 48.8 0.2 0.10 696.69 01/23/97 0206 0.2 0.4 48.3 48.8 0.2 0.10 696.69 01/23/97 0209 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0212 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0215 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0218 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0221 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0224 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0227 0.2 0.4 48.3 48.7 0.2 0.10 696.69 :- 00.4 01/23%97 0230 0.2 48.3 48.7 0.2 0.10 696.69 01/23/97 0233 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0236 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0239 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0242 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0245 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0248 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0251 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0254 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0257 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0300 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0303 0.2 0.4 48.3 48.7 0.2 0.10 696.69 01/23/97 0306 0.2 0.4 48.2 48.7 0.2 0.10 696.69 01/23/97 0309 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0312 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0315 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0318 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0321 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0324 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0327 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0330 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0333 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0336 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0339 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0342 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0345 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0348 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0351 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0354 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0357 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0400 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0403 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0406 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0409 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0412 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0415 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0418 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0421 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0424 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0427 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0430 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0433 0.2 0.4 48.2 48.6 0.2 0.10 696.69 01/23/97 0436 0.2 0.4 48.1 48.6 0.2 0.10 696.69 01/23/97 0439 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0442 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0445 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0448 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0451 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0454 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0457 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0500 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0503 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0506 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0509 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0512 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0515 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0518 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0521 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0524 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0527 0.2 0.4 48.1 48.5 0.2 0.10 696.69 00.4 16 O1/23'/97 0530 0.2 48.1 48.5 0.2 0.10 696.69 O1/23/97 0533 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0536 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0539 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0542 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0545 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0548 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0551 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0554 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0557 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0600 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0603 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0606 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0609 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0612 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0615 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0618 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0621 0.2 0.4 48.1 48.5 0.2 0.10 696.69 O1/23/97 0624 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0627 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0630 0.2 0.4 48.1 48.5 0.2 0.10 696.69 01/23/97 0633 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0636 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0639 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0642 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0645 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0648 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0651 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0654 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0657 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0700 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0703 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0706 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0709 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0712 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0715 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0718 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0721 0.2 0.4 48.1 48.5 0.2 0.10 696.68 01/23/97 0724 0.2 0.4 48.1 48.5 0.2 0.10 696.68 O1/23/97 0727 0.2 0.4 48.1 48.5 0.2 0.10 696.68 PEAK INFLOW = 3.4 cfs. OCCURRED AT 0106 ON 01/23/97 PEAK OUTFLOW = .2030179 cfs. OCCURRED AT 0154 ON O1/23/97 NUMBER OF HYDROGRAPH POINTS = 149 TIME STEP = .05 hrs. ' CHANGE IN STORAGE _ -.1 ac.ft. SUMMATION OF DT*(INFLOW-OUTFLOW) _ .1 ac.ft. 1 *4LPSUHM: MODULE <6> - MODIFIED PULS ROUTING ******************************************************************************* NAME OF RESERVOIR OR CHANNEL: WINCHESTER 100 YR POST -DEVELOPMENT STORM FILENAME OF INFLOW HYDROGRAPH: B:WINPO100.HYD FILENAME OF RATING MATRIX: B:WINCH5.ESO DATE TIME INFLOW I1+I2 2*ST/DT-0 2*ST/DT+O OUTFLOW STORAGE ELEVATION (cfs. ) (cfs. ) (cfs. ) (cfs. ) (cfs. ) (ac.ft. ) (ft. MSL) O1/20/97 0000 0.1 0.2 0.0 0.0 0.0 0.00 695.00 01/20/97 0003 0.1 0.2 0.2 0.2 0.0 0.00 695.01 O1/20/97 0006 0.1 0.2 0.4 0.4 0.0 0.00 695.02 01/20/97 0009 0.1 0.2 0.6 0.6 0.0 0.00 695.03 O1/20/97 0012 0.1 0.3 0.8 0.8 0.0 0.00 695.04 O1/20/97 0015 0.1 0.4 1.1 1.1 0.0 0.00 695.05 O1/20/97 0018 0.2 0.4 1.4 1.4 0.0 0.00 695.06 01/20/97 0021 0.2 0.4 1.8 1.8 0.0 0.00 695.08 O1/20/97 0024 0.2 0.4 2.2 2.2 0.0 0.00 695.10 O1/20/97 0027 0.2 0.4 2.6 2.6 0.0 0.01 695.11 O1/20/97 0030 0.2 0.5 3.0 3.0 0.0 0.01 695.13 01/20/97 0033 0.3 0.6 3.5 3.5 0.0 0.01 695.15 O1/20/97 0036 0.3 0.8 4.0 4.0 0.0 0.01 695.18 O1/20/97 0039 0.5 1.2 4.8 4.8 0.0 0.01 695.21 O1/20/97 0042 0.7 1.6 6.0 6.0 0.0 0.01 695.26 O1/20/97 0045 0.9 2.0 7.6 7.6 0.0 0.02 695.33 01/20/97 0048 1.1 2.4 9.6 9.6 0.0 0.02 695.42 O1/20/97 0051 1.3 2.9 12.1 12.1 0.0 0.02 695.53 O1/20/97 0054 1.6 3.9 15.0 15.0 0.0 0.03 695.66 O1/20/97 0057 2.4 5.5 19.0 19.0 0.0 0.04 695.83 01/20/97 0100 3.1 7.0 24.4 24.4 0.0 0.05 696.04 01/20/97 0103 3.9 8.7 31.3 31.4 0.1 0.06 696.23 O1/20/97 0106 4.8 8.7 39.8 40.0 0.1 0.08 696.46 O1/20/97 0109 3.9 6.9 48.1 48.5 0.2 0.10 696.68 01/20/97 0112 3.0 5.0 54.5 55.0 0.3 0.11 696.86 O1/20/97 0115 2.0 3.0 58.9 59.5 0.3 0.12 696.98 O1/20/97 0118 1.0 1.8 61.3 61.9 0.3 0.13 697.03 O1/20/97 0121 0.8 1.5 62.5 63.1 0.3 0.13 697.06 O1/20/97 0124 0.7 1.3 63.5 64.1 0.3 0.13 697.08 01/20/97 0127 0.7 1.3 64.2 64.8 0.3 0.13 697.10 O1/20/97 0130 0.6 1.2 64.9 65.5 0.3 0.13 697.11 O1/20/97 0133 0.6 1.1 65.4 66.0 0.3 0.14 697.12 O1/20/97 0136 0.5 1.0 65.8 66.4 0.3 0.14 697.13 O1/20/97 0139 0.� 0.9 66.2 66.8 0.3 0.14 697.14 O1/20/97 0142 0.4 0.8 66.4 67.0 0.3 0.14 697.14 O1/20/97 0145 0.4 0.8 66.6 67.2 0.3 0.14 697.14 O1/20/97 0148 0.4 0.8 66.7 67.4 0.3 0.14 697.15 O1/20/97 0151 0.3 0.7 66.9 67.5 0.3 0.14 697.15 O1/20/97 0154 0.3 0.6 66.9 67.5 0.3 0.14 697.15 01/20/97 0157 0.3 0.6 66.9 67.5 0.3 0.14 697.15 O1/20/97 0200 0.3 0.6 66.8 67.5 0.3 0.14 697.15 01/20/97 0203 0.3 0.6 66.8 67.4 0.3 0.14 697.15 O1/20/97 0206 0.3 0.6 66.8 67.4 0.3 0.14 697.15 O1/20/97 0209 0.3 0.6 66.8 67.4 0.3 0.14 697.15 O1/20/97 0212 0.3 0.6 66.7 67.4 0.3 0.14 697.15 O1/20/97 0215 0.3 0.6 66.7 67.3 0.3 0.14 697.15 01/20/97 0218 0.3 0.6 66.7 67.3 0.3 0.14 697.15 01/20/97 0221 0.3 0.6 66.7 67.3 0.3 0.14 697.15 O1/20/97 0224 0.3 0.6 66.6 67.3 0.3 0.14 697.15 18 00.6 lb 01/30�/97 0227 0.3 66.6 67.2 0.3 0.14 697.15 01/20/97 0230 0.3 0.6 66.6 67.2 0.3 0.14 697.14 01/20/97 0233 0.3 0.6 66.6 67.2 0.3 0.14 697.14 01/20/97 0236 0.3 0.6 66.5 67.2 0.3 0.14 697.14 01/20/97 0239 0.3 0.6 66.5 67.1 0.3 0.14 697.14 01/20/97 0242 0.3 0.6 66.5 67.1 0.3 0.14 697.14 01/20/97 0245 0.3 0.6 66.5 67.1 0.3 0.14 697.14 01/20/97 0248 0.3 0.6 66.4 67.1 0.3 0.14 697.14 01/20/97 0251 0.3 0.6 66.4 67.0 0.3 0.14 697.14 01/20/97 0254 0.3 0.6 66.4 67.0 0.3 0.14 697.14 01/20/97 0257 0.3 0.6 66.4 67.0 0.3 0.14 697.14 01/20/97 0300 0.3 0.6 66.3 67.0 0.3 0.14 697.14 01/20/97 0303 0.3 0.6 66.3 66.9 0.3 0.14 697.14 01/20/97 0306 0.3 0.6 66.3 66.9 0.3 0.14 697.14 01/20/97 0309 0.3 0.6 66.3 66.9 0.3 0.14 697.14 01/20/97 0312 0.3 0.6 66.3 66.9 0.3 0.14 697.14 01/20/97 0315 0.3 0.6 66.2 66.9 0.3 0.14 697.14 01/20/97 0318 0.3 0.6 66.2 66.8 0.3 0.14 697.14 01/20/97 0321 0.3 0.6 66.2 66.8 0.3 0.14 697.14 01/20/97 0324 0.3 0.6 66.2 66.8 0.3 0.14 697.14 01/20/97 0327 0.3 0.6 66.1 66.8 0.3 0.14 697.14 01/20/97 0330 0.3 0.6 66.1 66.7 0.3 0.14 697.14 01/20/97 0333 0.3 0.6 66.1 66.7 0.3 0.14 697.13 01/20/97 0336 0.3 0.6 66.1 66.7 0.3 0.14 697.13 01/20/97 0339 0.3 0.6 66.1 66.7 0.3 0.14 697.13 01/20/97 0342 0.3 0.6 66.0 66.7 0.3 0.14 697.13 01/20/97 0345 0.3 0.6 66.0 66.6 0.3 0.14 697.13 01/20/97 0348 0.3 0.6 66.0 66.6 0.3 0.14 697.13 01/20/97 0351 0.3 0.6 66.0 66.6 0.3 0.14 697.13 01/20/97 0354 0.3 0.6 66.0 66.6 0.3 0.14 697.13 01/20/97 0357 0.3 0.6 65.9 66.6 0.3 0.14 697.13 01/20/97 0400 0.3 0.6 65.9 66.5 0.3 0.14 697.13 01/20/97 0403 0.3 0.6 65.9 66.5 0.3 0.14 697.13 01/20/97 0406 0.3 0.6 65.9 66.5 0.3 0.14 697.13 01/20/97 0409 0.3 0.6 65.8 66.5 0.3 0.14 697.13 01/20/97 0412 0.3 0.6 65.8 66.4 0.3 0.14 697.13 01/20/97 0415 0.3 0.6 65.8 66.4 0.3 0.14 697.13 01/20/97 0418 0.3 0.6 65.8 66.4 0.3 0.14 697.13 01/20/97 0421 0.3 0.6 65.8 66.4 0.3 0.14 697.13 01/20/97 0424 0.3 0.6 65.7 66.4 0.3 0.14 697.13 01/20/97 0427 0.3 0.6 65.7 66.3 0.3 0.14 697.13 01/20/97 0430 0.3 0.6 65.7 66.3 0.3 0.14 697.13 01/20/97 0433 0.3 0.6 65.7 66.3 0.3 0.14 697.13 01/20/97 0436 0.3 0.6 65.7 66.3 0.3 0.14 697.13 01/20/97 0439 0.� 0.6 65.7 66.3 0.3 0.14 697.13 01/20/97 0442 0.3 0.6 65.6 66.3 0.3 0.14 697.13 01/20/97 0445 0.3 0.6 65.6 66.2 0.3 0.14 697.12 01/20/97 0448 0.3 0.6 65.6 66.2 0.3 0.14 697.12 01/20/97 0451 0.3 0.6 65.6 66.2 0.3 0.14 697.12 01/20/97 0454 0.3 0.6 65.6 66.2 0.3 0.14 697.12 01/20/97 0457 0.3 0.6 65.5 66.2 0.3 0.14 697.12 01/20/97 0500 0.3 0.6 65.5 66.1 0.3 0.14 697.12 01/20/97 0503 0.3 0.6 65.5 66.1 0.3 0.14 697.12 01/20/97 0506 0.3 0.6 65.5 66.1 0.3 0.14 697.12 01/20/97 0509 0.3 0.6 65.5 66.1 0.3 0.14 697.12 01/20/97 0512 0.3 0.6 65.5 66.1 0.3 0.14 697.12 01/20/97 0515 0.3 0.6 65.4 66.1 0.3 0.14 697.12 01/20/97 0518 0.3 0.6 65.4 66.0 0.3 0.1.4 697.12 01/20/97 0521 0.3 0.6 65.4 66.0 0.3 0.14 697.12 01/20/97 0524 0.3 0.6 65.4 66.0 0.3 0.14 697.12 19 00.6 01/2(1/97 0527 0.3 65.4 66.0 0.3 0.14 697.12 01/20/97 0530 0.3 0.6 65.3 66.0 0.3 0.14 697.12 01/20/97 0533 0.3 0.6 65.3 65.9 0.3 0.14 697.12 01/20/97 0536 0.3 0.6 65.3 65.9 0.3 0.14 697.12 01/20/97 0539 0.3 0.6 65.3 65.9 0.3 0.14 697.12 01/20/97 0542 0.3 0.6 65.3 65.9 0.3 0.14 697.12 01/20/97 0545 0.3 0.6 65.3 65.9 0.3 0.14 697.12 01/20/97 0548 0.3 0.6 65.2 65.9 0.3 0.14 697.12 01/20/97 0551 0.3 0.6 65.2 65.8 0.3 0.14 697.12 01/20/97 0554 0.3 0.6 65.2 65.8 0.3 0.14 697.12 01/20/97 0557 0.3 0.6 65.2 65.8 0.3 0.14 697.12 01/20/97 0600 0.3 0.6 65.2 65.8 0.3 0.14 697.12 01/20/97 0603 0.3 0.6 65.2 65.8 0.3 0.14 697.11 01/20/97 0606 0.3 0.6 65.1 65.8 0.3 0.14 697.11 01/20/97 0609 0.3 0.6 65.1 65.7 0.3 0.14 697.11 01/20/97 0612 0.3 0.6 65.1 65.7 0.3 0.14 697.11 01/20/97 0615 0.3 0.6 65.1 65.7 0.3 0.14 697.11 01/20/97 0618 0.3 0.6 65.1 65.7 0.3 0.14 697.11 01/20/97 0621 0.3 0.6 65.1 65.7 0.3 0.14 697.11 01/20/97 0624 0.3 0.6 65.0 65.7 0.3 0.14 697.11 01/20/97 0627 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0630 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0633 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0636 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0639 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0642 0.3 0.6 65.0 65.6 0.3 0.13 697.11 01/20/97 0645 0.3 0.6 64.9 65.6 0.3 0.13 697.11 01/20/97 0648 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0651 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0654 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0657 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0700 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0703 0.3 0.6 64.9 65.5 0.3 0.13 697.11 01/20/97 0706 0.3 0.6 64.8 65.5 0.3 0.13 697.11 01/20/97 0709 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0712 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0715 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0718 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0721 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0724 0.3 0.6 64.8 65.4 0.3 0.13 697.11 01/20/97 0727 0.3 0.6 64.7 65.4 0.3 0.13 697.11 PEAK INFLOW = 4.8 cfs. OCCURRED AT 0106 ON 01/20/97 PEAK OUTFLOW = .3129707 cfs. OCCURRED AT 0154 ON 01/20/97 NUMBER OF HYDROGRAPH POINTS = 149 TIME STEP = .05 hrs. CHANGE IN STORAGE = -.13 ac.ft. SUMMATION OF DT*(INFLOW-OUTFLOW) _ .1 ac.ft. EROSION AND SEDIMENT CONTROL Temporary/Permanent Control Facilities Proposed erosion and sediment control measures for the 84 Lumber development will consist of temporary and permanent control facilities. The temporary facilities will consist of a filter fabric fence, a sediment basin and temporary vegetation. Filter fabric fence (18" height) will be installed at limits of disturbance which drain off of the site or to the existing store property. An embankment -type sediment basin will be utilized to collect sediment runoff from the developed area. Discharge from the sediment basin will be via a stone weir overflow. This sediment basin will be converted to a detention pond upon final grading. Temporary vegetation will be used to reduce erosion and allow for rainfall infiltration, thereby reducing sediment loads and runoff downstream. The permanent facilities will consist of gravel and permanent vegetation. The disturbed areas of the proposed facility will consist of gravel (storage yard and driveways) and permanent vegetation (outslope areas, detention basin, and landscape buffer). Sediment Trap Calculations Tributary Developed Area: 0.48 Acres SCS Required capacity criteria: Storage of 2000 CF/acre = 960 CF Storage Provided: 10099 CF Clean -out Elevation: 700 CF/acre = 336 CF Pond Elevations: I Pond Invert: 665.0 Req'd Cap. Volume@: 665.34 Clean -out Elev. @: 665.12 • ' 1 TEMPORARY/PERMANENT SEEDING Temporary seeding where required will consist of the following: Annual Ryegrass Seeding - 60-100 lbs/acre 10-20-10 Fertilizer - 600 Ibs/acre Limestone - pH < 4.2 = 3.0 ton/acre - 4.2 < pH < 5.2 = 2 tons/acre - 5.2 < PH < 6.0 = 1 ton/acre Mulching (hay) - 2.0 tons/acre Permanent seeding will consist of the following: Slopes </= 3:1 - 85.3% Kentucky 31 Fescue - 128 Ibs/acre - 13.3% Seasonal Nurse Crop - 20 Ibs/acre - 01.3% Red Top Grass - 2 lbs/acre Slopes > 3:1 - 72.0% Kentucky 31 Fescue - 108 lbs/acre - 13.3% Seasonal Nurse Crop - 20 Ibs/acre - 13.3% Crownvetch - 20 Ibs/acre - 01.3% Red Top Grass - 2 lbs/acre 10-20-10 Fertilizer - 1000 Ibs/acre Limestone - 2.0 tons/acre Mulching (hay) - 2.0 tons/acre INSPECTION AND MAINTI?NANCE SCHEDULE, The thickness of the rock construction entrance will be constantly maintained to the specified dimensions by adding rock obtained from a rock stockpile maintained on the site for this purpose. The filter fabric fence will be cleaned and repaired as required to keep the fence functional. Deposits will be removed behind the fence when the accumulations reach 1/2 the above ground height of the fence. Undermining or erosion of the toe anchor will be repaired immediately with compacted backfill material. The sediment trap will be cleaned when the sediment reaches 1/3 of the depth of the trap or when entrapped water appears to stop filtering through the media. A construction stake will be placed in the trap to notify the contractor the clean out elevation. At the end of each construction day all sediment deposited on the public roadway will be recovered and returned to the site. The public roadway will be kept clean and clear of all sediment and debris. Sediment deposits removed from all erosion and sedimentation control devices will be stockpiled at a level area located within the project limits as determined by the contractor. The sediment stockpile will be surrounded with filter fabric fence to prevent spreading of the material during precipitation events. All temporary and permanent erosion and sedimentation control devices will be inspected weekly and after every precipitation event by a foreman -in -charge representing the contractor performing the work. 6 • Patrick O'Brien 84 LUMBER 84 Development 4121 Washington Rd. McMurray, PA 15317 June 5, 1997 Attn: Michael T. Ruddy County of Frederick Department of Planning and Development 107 North Kent Street Winchester, VA 22601 (540)665-5651 Dear Mr. Ruddy: �6 44�lq 4;441 Enclosed please find the following in reference to our proposed 6,000 sf storage shed located at 165 Amoco Lane, plan #045-96: ( I ) Five (5) sets of our plans (2) Five (5) comment sheets: (a) Frederick County Sanitation Authority (b) Frederick County Fire Marshal (c) Frederick County Engineering Department (d) Frederick County Inspections Department (e) Virginia Department of Transportation If there are any additional questions or comments concerning this project, please feel free to contact me or Amy Cross at 1-800-664-1884 or fax us at 412-942-4541. Sincerely, Patrick J. O'Brien Project Engineer • • Patrick O'Brien 84 LUMBER 84 Development 4121 Washington Rd. McMurray, PA 15317 February 4, 1997 Attn: Michael T. Ruddy County of Frederick Planning, Zoning & Development 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Dear Mr. Ruddy, camvv��,t� Q_ Y ✓A4z 2/5/y7 Enclosed please find one set of our revised site plan in reference to your comments dated January 31, 1997 along with a copy of the comments. Also enclosed are copies of the site plan review packets for the following departments: Fire Marshal Engineering Inspections Could you please inter -office these packets since, according to the addresses on their review request sheets, they are in the same building ? If there are any additional comments or questions, either myself or Amy Cross can be reached at 1-800- 664-1884, or via fax at 412-942-0734. Sincerely, Patrick J. O'Brien Project Engineer J4qN-31-37 FRI 8:52 FREDICK CO CT COMMONS qP 17036780682 0 P.03 X-• • • •` • . • �� • �• g101i1?1�, maHandiahvfAcu 1� � 3 Frederick County Sanitation Authority 315 Macedonia Church Road �^, �40 Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester. VA 22604 `` 4r (540) 868.1061 Q` "ip `ti � L Please fill out the Information as accurately as possible in ordor to assist the agency with their review. Please attach tya (2) copies of the site plan with this sheet. Applicant's Name:-- Add,ess: 41 V OKI RQ ----- rPA �hIZ.__ _- -- - --- - - Phone Number: Name of development and/or d scri tion of the requer-t: _ Location of property: �D�0 _%aI�E�-W.I_tl.1 �A 2 --� --- - - - - - -- Frederick County Sanitation Authority's Comments.----- Slinitation Authority use only Date riceived ��F� q�Dete rrvision receives{ Vale ar, rntui F/• /� S� Q Tncornplete a Inco►n 1cte— [�ate•revieweJ �� �n� Sigitsturt and Dale Signature and Date (revisto _—._.. __- --------- -= - ---) 14 �J • May 30, 1997 Mr. Patrick O' Brien Project Engineer 84 Lumber Development 4121 Washington Road McMurray, PA 15317 RE: 84 Lumber Company - Site Plan Comments Frederick County, Virginia Dear Mr. O'Brien: COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 �1112131q v Lr Z _^ /,� W 4 O M p� W ,6 W•O Upon review of the revised site plan dated May 2, 1997, we offer the following comments: 1) The revised stormwater management facility appears to be adequately designed to detain the calculated two and ten year storms as required by the local ordinance. 2) A land disturbance permit is required for this project. If the site plan has been approved by the Frederick County Planning Department, no fee will be required at the time of application. However, if the site plan is not approved, a fee will be required. (See attached application and contact this office for the exact fee). We offer no further comments, therefore, we recommend approval of the subject site plan. If you have any questions, do not hesitate to contact me. Sincerely, 0 C C. �Adto Joe C. Wilder A110 Engineering Technician Department of Public Works JCWrao cc: Frederick County Planning file 107 North Kent Street • Winchester, Virginia 22601-5000 JLT}I- ;-97 TNIJ �j 4 :4� FRg'qELiirT.K UOl.tl TI UMMONi 1 �-�U678068� 170�80�g2 r &Quest For Site Plan �!pntq FrLderlck'Qunty tnsaeotions Den!j nt P.01 P.04 DECEIVED FEB 5 L%7 to: a del rnrVir., tNG IN Fredorlck County Inspections Dept. Attn: Building Official 107 N. Kent Street 4r !oy �cb,•,Iti 1_,ftSt eel Fourth Floor - � Winchester, VA J"Q 1 Winchester, VA (540) 665-5650 � C" .��= Wr '� ! a� j (540) 665-5650 JC ncll-t'> o lie - Please fill out tho information as accurately as possible in order to assist the a\VIII �J review- PIGSS4 attach r�-A (1) Copy of tho sita plan with this Sheet. Applicant's Name: Address: Phone Number' Name of deVelO MOM And/or dcs(.{ iPtion of the req est: Location of property: _ �� �� 22•tio0 --- Inspections Departmer,t•9 Cnmrnent5: Comments are on the back of this form Poat-it' Fax Note 7671 To ill . , V�r►+4 Co "ORp1•Phone 0 F N C !Fitt 31 r._y 7 r"-.- �Det�'� ( Ip =��• O� Fro CO t PhonQ *"A- k1Q°5151 Y� 06/05/97 14:49 TX/RX N0.2124 P.001 t J.7N- 5-97 THU 14:48 FREDEFilCK COUNTY Go 1 n406780682 F_02 Building shall oarply with The Virginia Unifo= Statewide Building ODde and Section 311, Use Group s (Storage) of the BOCA. National Building Gode/1993 Other Codes that apply are title 24 Code of Federal Regulation, part �0 Non3iscriminati.on On the Basis of Disability by Public AcoCMTxdationa and in C<xrmerci.al Facilities. TTIe ma.in entrance and all required egrss shall comply with ADA. 06/05/97 14:49 TX/RX NO. P. 0 04 ,. '11&C 1�,; COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P O BOX 278 EDINBURG, VA 22824-0278 February 10, 1997 Mr. Patrick J. O'Brien, Project Engr. C/O 84 Lumber Company 4121 Washington Road McMurray, PA 15317 Dear Mr. O'Brien: 0 RTE 1Ce) 7 V �oZ Ket: Z54 Lumber k.ompany rroposea-rxpansion Route 839 Frederick County, VA We have reviewed your site plan dated February 4, 1997 for the proposed 6,000 square foot storage warehouse expansion at your referenced facility. We are pleased to say the existing commercial entrance configuration serving the facility is adequate to accommodate the proposed expansion. Your site plan is therefore approved with the following conditions: 1. The entrance surface is in bad repair and will need to be overlaid with 1.5" of Type SM-2A asphalt concrete. 2. No work/grading associated with construction on the on -site stormwater detention facility shall encroach onto the I-81 right-of-way. Please have your contractor contact Mr. Steve A. Melnikoff at our Winchester Office, 540-722-3460, to obtain a permit to cover the aforementioned pavement overlay. If you have any questions, please let me know. RBC/ rf Enclosure xc: Mr. Steve A. Melnikoff Mr. Kris Tierney Sincerely, 61Z /J. e—'a� Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor WE KEEP VIRGINIA MOVING N-31-37 FRI 8:32 FREDICK 1p CO CT COMMONS 17036780682 0 B�gLest for Sito Plan Comm©nU 1�121314� yiralnia Dew snt of Tr siauwiLar1 Mail to: Virginia Department of Transportation Attn: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (540) 984-- %PCO i o Tr o 6W Virginia Department of 0spc 1550 Commerce Street C-' Winchester, VA C.. Zy f���CCC���' (540) 722-1460 P.02 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. please attach pye (5) copies of the site plan with traffice ganaration data and drainago calculations with this shoot. Applicant's Name: 04- LUM-�1%^ CVM?N 17- - --_ - -- Address:--------- c A l�5'S17 - Phone Number: �- _(70._(Q1v� l�$�---._____..._. __.._-.- - - ----_•----_.._._�_�-_.-�s_,_I_`.,-- NArne of development nnr,/or d -scr -tion of the Location of property: `_I �10- 1•� _..V� I�LkIE�.��f .--?-�� ---- Virginia Department of Transport;)tion's (,ornmants: See _,LU.Lached_letter�r�m____ _ R. B. Childress to Mr, Patrick J. 0'Brien..dated._. ebruary__10_,.195Z.____-_.__._.___..-_. N-1)01• use only DHie rrct;vc'd Dille rcvi;iun rcce� lc,l 1>,,i:. al t i4v•:.i ?.�f0�917 [Ilcumplrte fucomlilete • •. _..— -. �• �-;._-- -•r , _ ... y _ Dntc revicwcd 2 1? -4-7 dl� it • : i ,-� .,_. , siana'twc and Detc; Signature and Dete (revisiofl) ��' _ _ _-___.__. --r.-----•---�- i 13 -• voe F L . - 1_. COIV NIONWEALT-I of VIRQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 1.1031 OLD ALLEY PIKE CO:': •1SSIONER P O UOX 278 EDINBURG. VA 22824-0278 February 10, 1997 JERRY A. COPP PLSIOLNI E11Gu:LER tELr 1,40)984.5600 hX ' :;i ,64.5Go7 Mr. Patrick J. O'Brien, Project Engr. Ref: 84 Lumber Company Proposed Expansion C/O 84 Lumber Company Routh 839 4121 Washington Road Frederick County, VA McMurray, PA 15317 Dear Mr. O'Brien: We have reviewed your site plan dated February 4, 1997 for the proposed 6,000 square foot storage warehouse expansion at your referenced facility. We are pleased to say the existing commercial entrance configuration serving the facility is adequate to accommodate the proposed expansion. Your site plan is therefore approved with the following conditions: 1. The entrance surface is in bad repair and will need to be overlaid with 1.5" of Type SM-2A asphalt concrete. 2. No work/grading associated with construction on the on -site stormwater detention facility shall encroach onto the I-81 right-of-way. Please have your contractor contact Mr. Steve A. Melnikoff at our Winchester Office, 540-722-3460, to obtain a permit to cover the aforementioned pavement overlay. If you have any questions, please let me know. RBC/ rf Enclosure xc: Mr. Steve A. Melnikoff Mr. Kris Tiet— ey - Sincerely, 6aZd e—a� Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor ' v WE KEEP VIRGINIA MOVING 1,1-31-37 FRI 8:52 FREDICK CO CT COMMONS 1P 17036780622 M guest for Site Pla me U y1MLnja_Q paElmant b(Trinspad2 Lori Mall to: Virginia Department of Transportation Attn: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (540) 984- %CO Nand dailve tll Virginia Department of Transportation 1550 Commerce Street Winchester, VA (540) 7 22-1460 P.02 Please fill out the information as accurately as possible in ord -�r to assist the Virginia Department of Transportation with their review. Please attach jiye (5) copios of the top lan with traftIce generation data and drainago calculations with this �.lteet, Applicant's Name: �- �4 LUI. AY... - - --- ------------ — -- Address: ?1__1 6N� 1�� kp ------ ---- -_-- 1!_��VA� Phone Number: Nam.? of development Location of property: I( _A" Q CO-��a✓ _ .V� I I�Lki i(E} AbRL-- N-4. I-_�>-_ _.__. _ ,-F- oK _I,�Li -7 —_- --- Virginia Department of Transp,!.+:ior1's R. B. Childress to Mr. Patrick J. O' Brien dated- February 10,.1991. use only _1011-7 �in�omphtr, (nc��nl4,l.•tc • � � —_ . . Dntr tcvicwcJ 2 lolgi I' is r •mac Si�n.lhueanJDetc a_.. _gZ------- i A ----- -- ----- 1— .>l 13 • r- COUNTY of FREDERICK Department of Public Works 540/665-5651 FAX: 540/ 678-0682 February 13, 1997 Mr. Patrick O'Brien 84 Lumber Company 84 Development 4121 Washington Road McMurray, PA 15317 RE: Site Plan Comments 84 Lumber Company Frederick County, Virginia Dear Mr. O'Brien: Upon review of the subject site plan we offer the following comments: 1) Sheet 3 of 5: It is not clear if there is any off -site drainage routing through this portion of the site. Provide a drawing clearly delineating the entire drainage area that is routed through the subject site. The drainage calculations should be based on this information. 2) Sheet 4 of 5: There are some inconsistencies in the elevations shown on the plan and the elevations indicated in the drainage study. Indicate which elevations are correct and make sure the drainage study is performed based on actual field elevations. 3) Drainage Study: Because the drainage study is for a small drainage area, we recommend using the rational method for your estimated stormwater run-off flows. Also, a travel time of five (5) minutes would be a good estimate in this study for calculating stormwater flows on a very small site. 107 North Kent Street • Winchester, Virginia 22601-5000 V M 84 Lumber Company Page 2 February 13, 1997 4) Sheet 4 of 5: There are inconsistencies in the number, size and elevations of the holes required for the riser pipe. 5) Sheet 4 of 5: The detention pond/sediment trap detail should indicate the 12 inch CMP culvert going through the berm and at the outfall end. The concrete riser base detail should also indicate the outflow pipe. Also, indicate whether or not there is an adequate channel downstream of the 12 inch CMP discharge. 6) Sheet 3 of 5: Indicate the location of the construction entrance on the erosion and sediment control plan. Show a detail of the construction entrance on the plan per the detail in the Virginia Erosion and Sediment Control Handbook, Section 3.02. 7) Land Disturbance Permit: Place a note on the plan that indicates that a land disturbance permit will be required from the Frederick County Public Works Department before any site work is performed. Please make the appropriate changes and resubmit two (2) copies of the site plan and stormwater calculations for our review. If you have any questions regarding the above comments, do not hesitate to contact me at 540-665-5643. Sincerely, c�'O Joe C. Wilder Engineering Technician Department of Public Works C� Thomas W. Owens Director March 7, 1997 84 Lumber Company_ 4121 Washington Road McMurray, Pa. 15317 Gentlemen, COUNTY OF FREDERICK, VIRGINIA FIRE AND RESCUE DEPARTMENT 107 North Kent Street Winchester, VA 22601 Douglas A. Kiracofe Fire Marshal I have completed my review of the Site Plan you submitted, for a proposed 6,000 sq. ft. storage building, to be constructed at your Winchester facility. The circumstances surrounding this building are similiar to those we encountered in 1994, when the "half shed" was constructed. The proposed building will be located in such a manner that the farthest point will approximately 640' from the existing hydrant. Frederick County has a requirement that there be a hydrant within 300' of the perimeter of the building. I've discussed this with David Whitacre, Chief of the Clear Brook Volunteer Fire and Rescue Company, and he agrees, that the type of construction anticipated, and the proposed use of the building, minimizes the life -safety hazard potential. The Clear Brook Fire Company now carries 900' of 4" hose, on their Engine, and they can effectively lay their own water main on the street, if needed. In light of these considerations, I am recommending approval of the Site Plan, as submitted. I would ask that Fire Lanes be clearly designated, and marked, upon completion, to ensure immediate access to the building at all times. Should you have any further questions, or I can assist in any way, please do not hesitate to call me. Si�nJcere/ly, ``� _ Douglas A. Kiracofe Fire Marshal cc: David Whitacre, Chief Co.13 Evan Wyatt, Deputy Director of Planning Director (540) 665-5618 0 Fire Marshal (540) 665-6350 Fax (540) 678-4739 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.SP97-0016 Date Received 2/10/97 Date Reviewed 3/7/97 Applicant 84 Lumber Company 1 Plan Rev. Date: 2/4/97 Address 4121 Washington Road McMurray, Pa. 1,5317 Project Name 6,000 Sq. Ft. Addition Phone No. 800-664-1884 Type of ApplicationSite Plan Current Zoning B-2 1st Due Fire Co. 13 1st Due Rescue Co. 13 Election DistrictStonewall Tax I.D. No. 43-A-48A RECOMMENDATIONS Automatic Sprinkler SystemXX Residential Sprinkler System Automatic Fire Alarm SystenKX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Posted Fire Lanes required to ensure access to building at all times. Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes XX No Comments Attached Hydrant Locations Adequate Inadequate XX Not Identified Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes XX No Plan Approval Recommended? Yes XX No Title Signature �,�.. 00 FILE COPY January 31, 1997 Mr. Patrick O'Brien 84 Lumber Company 4121 Washington Road McMurray, PA 15317 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 RE: Secondary Review of 84 Lumber Company Site Development Plan, ##045-96 Dear Mr. O'Brien: I have had the opportunity to review the above referenced site plan resubmitted to our department on January 28, 1997. Please address the following three comments. 1) Please indicate the location, height, and dimensions of the large freestanding business sign that exists on the site. 2) Please include the location of all entrances on the adjoining Route 839 within 200 feet of the existing entrance. The entrance of the adjacent McDonald's appears to be within this distance. 3) Please revise the location of the six-foot wooden stockade fence on the plan to reflect the new fence line around the stormwater management area as shown on sheet 3 of 5. Upon revising your site plan to reflect the above comments, please resubmit one copy for my review. Once I have verified the information contained on the revised site plan, I will need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation. the Frederick County Sanitation Authority, the Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely. Michael T. Rudd% Planner I MTR/cc 107 North rent Street - Winchester, Virginia 22601-5000 Patrick O'Brien 84 LUMBER 84 Development 4121 Washington Rd. McMurray, PA 15317 Attn: Michael T. Ruddy County of Frederick Planning, Zoning & Development 107 North Kent Street Winchester, VA 22601 (540)665-5651 Dear Mr. Ruddy, Enclosed please find one set of our revised plans in reference to your comments dated October 24, 1996, along with a copy of the comments. ITEM # 1, 2, 4, 5, 7, 8, 9, 10, 11, 12 Provided 6 No entrances located with in 200'. 13 Provided. See attached calculations. If there are any additional comments or questions, either myself or Amy Cross can be reached at 1-800- 664-1884, through voice -mail at 1-800-664-1984 ext. 750, or via fax at 412-942-0734. Sincerely, Patrick J. O'Brien Project Engineer • 400 October 24, 1996 84 Lumber Comoany Attn: Mr. Denis Kelsch 4121 Washington Road McMurray, PA 15317 Dear Mr. Kelsch: so* COUN'I'Y of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 I have had the opportunity to review the above referenced site plan received by our department on October 14, 1996. The following comments, including several items from the site plan checklist, need to be addressed during the revision. Please refer to the marked copy of the site plan that has been returned to you. Many of the comments that need to be addressed are highlighted. ✓ 1) Please correct the direction of the north arrow. It appears to be pointing in the "Tong / direction. ✓ 2) Please provide the property identification number for the adjoining properties. These are shown on the marked plan. 3) Please indicate the location, height, and dimensions of all signs existing on the site. ✓ 4) Please include the height of the proposed storage building and attached porch 15) Please provide the posted speed limit for the existing adjacent roads. Please include the location of all entrances on the adjoining Route 839 within 200 feet of the existing entrance. "' t ct(onaW 7) Please show the location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. L/q �99J 4&-off` of `E4q N�yGO 107 North Kent Street Winchester, Virginia 22601-5000 84 Lumber Company Site Plan Review October 24, 1996 Page 2 li 8) The location and nature of all facilities necessary to meet Fire Code requirements shall be approved by the Fire Marshal. V 9) Please show the parking calculations within the General Notes. For a use such as this, the / required number of spaces is based upon one space per employee. �/ l0) Please show the existing and finished contour lines for the site. /' ►��^' ✓11) Please show a construction detail of the six-foot wooden stockade fence on 12) Site plan #004-94 for the addition of a storage building called for the planting of 39 Leyland Cyprus evergreen trees. These evergreen trees were planted in the location indicated on the marked plan. These trees should be maintained. The existing chainlink fence runs directly behind these trees. The proposed six-foot high wooden stockade fence should continue along the same line as this existing chainlink fence. When considering the entire site, the amount of landscaped area currently shown is insufficient. The area that would remain between the fence and the adjoining McDonald's facility will increase the amount of landscaped area to an acceptable level. 13) The stormwater management plan and the soil erosion and sedimentation control plan shall be approved by the Department of Public Works. Please revise your site plan to reflect the comments specified in this letter and resubmit one copy for my review. Once I have verified the information contained on the revised site plan, I will need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddv Planner I MTR,'bah Enclosure X A COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 October 24, 1996 84 Lumber Comoany Attn: Mr. Denis Kelsch 4121 Washington Road McMurray, PA 15317 RE: Preliminary Review of 84 Lumber Company Site Development Plan. #045-96 Dear Mr. Kelsch: I have had the opportunity to review the above referenced site plan received by our department on October 14, 1996. The following comments, including several items from the site plan checklist, need to be addressed during the revision. Please refer to the marked copy of the site plan that has been returned to you. Many of the comments that need to be addressed are highlighted. 1) Please correct the direction of the north arrow. It appears to be pointing in the wrong direction. 2) Please provide the property identification number for the adjoining properties. These are shown on the marked plan. 3) Please indicate the location, height, and dimensions of all signs existing on the site. 4) Please include the height of the proposed storage building and attached porch 5) Please provide the posted speed limit for the existing adjacent roads. 6) Please include the location of all entrances on the adjoining Route 839 within 200 feet of the existing entrance. 7) Please show the location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 107 North i\-rnt Street Vil-inin 12601-4i)oo V.- 11W 00 400 84 Lumber Company Site Plan Review October 24, 1996 Page 2 8) The location and nature of all facilities necessary to meet Fire Code requirements shall be approved by the Fire Marshal. 9) Please show the parking calculations within the General Notes. For a use such as this, the required number of spaces is based upon one space per employee. 10) Please show the existing and finished contour lines for the site. 11) Please show a construction detail of the six-foot wooden stockade fence on the plan. 12) Site plan #004-94 for the addition of a storage building called for the planting of 39 Leyland Cyprus evergreen trees. These evergreen trees were planted in the location indicated on the marked plan. These trees should be maintained. The existing chainlink fence runs directly behind these trees. The proposed six-foot high wooden stockade fence should continue along the same line as this existing chainlink fence. When considering the entire site, the amount of landscaped area currently shown is insufficient. The area that would remain between the fence and the adjoining McDonald's facility will increase the amount of landscaped area to an acceptable level. 13) The stormwater management plan and the soil erosion and sedimentation control plan shall be approved by the Department of Public Works. Please revise your site plan to reflect the comments specified in this letter and resubmit one copy for my review. Once I have verified the information contained on the revised site plan, I will need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy Planner I MTR/bah Enclosure 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 Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Frederick 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) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District 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. ✓ 4. Name, address, and phone number of designer. ✓ 5. Certificate of surveyor, engineer, or architect. ✓ 6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. 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 vanance 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) �3 North Arrow -p ' �� �^ w i�J d -;, ecl', ox- ✓ 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. 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 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. ✓ 22. Location and area of common open space. 23, The location, height, and dimensions of all signs. 24. Location, 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. Buildina Information Y N (2 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. v 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. ti 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 proposed entrances from public right-of-ways. 0 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. Utilities Y N (J7) 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. Parking Y N 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N Existing and finished contour lines. _ 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. v 45. Location of streams and drainage ways. 00 so* 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 u 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 Ak 1 V, 3 4. 5 SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received In 14 - qC Application # t _ Complete. Date of acceptance _ Incomplete. Date of return. Project Title: t,Vi 4,' -Jk.7 Location of Property L 3 `1 (street address) t r< t' ter Property Owner: Address: Telephone: Applicant/Agent Address v UJ c� � •t; Telephone: a / 9f c/ / -8 5t9 } Designer: C'ni/ S Sc_ Address: a i 1�� qSW//VG 7-0 �oAJ Y A Telephone: 0 C� — C�' �i ,�JS, �it{4, Contact: Z)ne V I Q is 0 6. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed: 7b. Total acreage of parcel: 8. Property Information: a) Property Identification Number: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Use(s) f) Adjoining Property Identification Number(s) g) Magisterial District(s) Original Ll Revised /, / e / s y�' %C261�� 15 D, Sr()/ L4 r 51-0 nJ r:-- Pv41 /_ 1 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: Date: �� � zl= ,/ 2 7