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HomeMy WebLinkAbout36-17 Site PlanU a Plan Revisions Date Comment I 09-28-2017 1 Frederick County Planning Comments CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001,48 HOURS PRIOR TO THE START OF WORK, EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS, UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition Water/Sewer: Frederick Water P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Shenandoah Valley Electric Coop 3463 Valley Pike Winchester, VA 22602 (540) 450-2051 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP#36-17 VICINITY MAP SCALE: 1" = 1000' OWNER H.P. HOOD, INC. 6 KIMBALL LANE, SUITE 400 LYNNFIELD, MA 01940 617-887-3000 DEVELOPER H.P. HOOD 160 HOOD WAY WINCHESTER, VA 22602 540-869-0045 Sheet List Table Sheet Sheet Title Number Rev. Rev. Date No 1 Cover Sheet 1 09-28-2017 2 General Notes and Legend 1 09-28-2017 3 Boundary and Existing Topo .>."C W�/W� 4 E&S Phase IA OJ Q 5 E&S Phase IB Z 6 E&S Phase II 0 7 E&S Narrative Of 8 E&S Details 9 Site & Grading Plan 1 09-28-2017 10 SWM Plan OC 7 J��c 11 SWM Profiles & Sections WW w Z SITE PLAN APPROWI- NAME M ft DDATE IO�,`1tl SITE PLAN NUMBER OWNERS CERTIFICATE The foregoing Subdivision of the land of H.P. HOOD, INC. is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. r yam, ZONING ADMINISTRATOR DATE DATE / 0c-% / 7Z DATE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION JOB # 1317-8 September 22, 2017 Permit Set )ty N y z 8 - 69 .q ., ;-b 111' .>."C W�/W� z J_ OJ Q • V Z m 0 F- Of W J �0 N U N N i- OC 7 J��c 0 H WW w Z OW CO D O� u w O = I— o U LU N Q W 0 W W U— Q JOB # 1317-8 September 22, 2017 Permit Set )ty N y F i C N Y H 8 - 69 .q ., ;-b 111' .>."C W�/W� z Ulu 002 OJ WC N LL • V O �0 N U N N i- OC 7 J��c m u L @ U N v N JOB # 1317-8 September 22, 2017 Permit Set REVISIONS: 1 1 - 09-28-2017 1 RANDY LY KEPLER Lic. No. 32809 j -DL r-ZDl-} SCALE: AS SHOWN DESIGNED BY: KAS FILE NO. 2247D SHEET 1 OF 11 17-27 )ty N y F i C N Y H Z i� .>."C W�/W� z Ulu 002 WC N LL H REVISIONS: 1 1 - 09-28-2017 1 RANDY LY KEPLER Lic. No. 32809 j -DL r-ZDl-} SCALE: AS SHOWN DESIGNED BY: KAS FILE NO. 2247D SHEET 1 OF 11 17-27 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the W !Z V c Z EXISTING INTERMEDIATE CONTOUR --330 "- client and municipal codes. This plan set is not considered complete or appropriate for V1. All work on this project shall conform to the current editions of and latest revisions to the PREVIOUS APPROVED SITE PLANS; C Z Z construction until ALL necessary agencies have given approval AND this plan set is signed and Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, = t- Z EXISTING INDEX CONTOUR -- --- -- ---330 sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal SP #36-01 SP#35-13 SP#52-16 PROPOSED CONTOUR 400 construction prior to approvals and licensed/professional sealing will be performed at the risk g gg /p g p or local regulations. In case of a discrepancy or conflict between the Standards or SP #14-02 SP#08-14 SP#12-17 of the personnel authorizing work. GE shall be held harmless from and costs, time delay Specifications and Regulations, the most stringent shall govern. SP #36-03 SP#25-14 EXISTING EDGE OF PAVEMENT ----- --- and/or material changes incurred on work started before this plan set receives approvals and V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety SP #71-04 SP#32-14 PROPOSED EDGE OF PAVEMENT seals. and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and SP 32-13 SP 12-16 # # --- --® EXISTING CURB AND GUTTER ----------- 2. Methods and materials used in the construction of the improvements herein shall conform to Regulations. 3 'F current County Construction Standards and Specifications and/or current VDOT Standards and temporary, V3. When working within VDOT right-of-way, all traffic control, whether permanent or temp y, PROJECT AREA NOTE: R PROPOSED CURB AND GUTTER Specifications. p shall be in accordance with te current edition of VDOT's Work Area Protection Manual. A The "limits of project area" shown represents the portion of Hood Property to TRANSITION TO REVERSE CURB 3. The Engineer shall not have control over or charge of and shall not be responsible for transportation management plan needs to be submitted for approval and land use permit be developed as a art of this project. Located in the north east corner of the p p p construction means, methods, techniques, sequences or procedures nor for safety precautions issued prior to any execution of work within the VDOT right of way. EXISTING TELEPHONE LINE --T----T----T----T--- and programs in connection with work shown on these plans. The Engineer is not responsible September 22, 2017 property it depicts the existing waste water treatment facility which is to be for the contractor's schedules or failure to carry out the work. The Engineer is not responsible V4 The developer shall be responsible for relocating, at his expense, any and all utilities, expanded. PROPOSED TELEPHONE LINE T T for acts of omissions of the contractor, subcontractor, or their agents or employees, or an gY including traffic signal poles, junction boxes, controllers, etc., owned b VDOT or private / LLV � EXISTING STORM SEWER WITH INLET other person performing portions of the work. t public utility companies. It is the sole responsibility of the developer o locate and identify " 0 92 acres t l " area, as sown, represents .. The toaprojec h t t 1 - 09-28-2017 4. The Contractor, Owner or Developer shall be responsible for securing any third party utility facilities or items that may be in conflict with the proposed construction activity. PROPOSED STORM SEINER WITH INLET VDOT approval of these plans does not indemnify the developer from this responsibility. inspection/testing service to insure construction compliance with these plans and specifications. The total site acreage is 74.09 acres, however, the project area acreage should EXISTING SANITARY SEWER WITH MANHOLE ---s---_5_® -s__- It is Greenway Engineering's recommendation that a third party inspection/testing service be and control or safety of traffic V5. Design features relating to field construction, regulations,Y be considered for planning considerations. g employed to ensure that project is completed and materials installed meet the details and may be subject to change as deemed necessary by VDOT. An additional expense incurred as DESIGNED BY: KAS PROPOSED SANITARY SEWER WITH MANHOLE specifications in these plans. a result of any field revision shall be the responsibility of the developer. PROPOSED SAN. LAT. CLEANOUT f S s 5. The location of existing utilities shown in these plans are taken from existing records. It shall V6. If required by the local VDOT Land Development Office, a pre -construction conference shall EXISTING ELECTRIC SERVICE --E----E----E----E--- be the contractors responsibility to verify the exact horizontal and vertical location of all be arranged and held by the engineer and/or developer with the attendance of the contractor existing utilities as needed prior to construction. The contractor shall be responsible for the (s), various County agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE E E digging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or EXISTING GAS LINE --c----G----G----c--- this existing utility verification or if during the course of construction, any object of an cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance PROPOSED GAS LINE G G unusual nature is encountered, the contractor shall cease work in that area and immediately notice prior to any required or requested inspection. --w----w----*41+-w--- notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway liable for io s Center at 540 332-9500 for an traffic V8. The contractor shall notify the Traffic Opeed n ( ) y, EXISTING WATERLINE W/ TEE 'Ti Engineering or any engineer associated with these plans shall not be responsible or control plan that impacts a VDOT maintained Interstate or Primary roadway to provide PROPOSED WATERLINE W/ TEE w a any construction cost that may be associated with the installation or reinstallation any utility notification of the installation and removal of the work zone. � � EXISTING FIRE HYDRANT/VALVE/METER C& 0 or other improvements if not notified of any discrepancies between actual field conditions and pp the approved plan. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction PROPOSED FIRE HYDRANT/VALVE/METER COQ d) 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control any legal responsibility which may be required by the code of Virginia or any other ordinance Handbook. Furthermore, access to other properties affected by this project shall be PROPOSED REDUCER w enacted by the County nor does it guarantee the issuance of any required permit by the maintained through construction. PROPERTY LINE County, VDOT or any other Agency. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during 7. An approved set of plans and all applicable permits must be available at the construction site and at the end of construction. EXISTING EASEMENT -- �- at all times during construction. A representative of the developer must be available at all PROPOSED EASEMENT ----- times. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the minimum thirty-six (36) inches cover and when possible shall be installed under roadway PROPOSED CENTERLINE Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's drainage facilities at conflict points. EXISTING CENTERLINE office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of t ti h ll b i di t l b ht t th i f the construction shall e immediately brought o e etc.) encountered during e course o et d d EXISTING TREE LINE the construction site as required b law. The shall also be responsible for obtaining and q Y Y P g attention of the engineer and he e Work shall cease e that vicinity until an adequate design can be determined by the engineer and approved by VDOT. - .• •• ... .'- maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these FLOW LINE plans in no way relieves the developer or his agent of the responsibilities contained in the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a FENCELINE x x - x x x - Vir mia Erosion and Sediment Control Handbook. VDOT representative prior to placement of fill. A VDOT representative shall be present to EXISTING UTILITY POLE/GUIDE WIRE 9. The Developer or his agent shall be responsible for obtaining any required permits from the insure the soil samples) obtained for CBR's is representative of the location. When soil Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of samples are submitted to private laboratories for testing, the samples shall be clearly p by VDOT that testing EXISTING TELEPHONE PEDESTAL ❑ - Engineers for an wetland disturbance as shown on these plans. The shall also be P Y identified and labeled as belonging to a project be accepted and plan g� Y P a shall be performed in accordance with all applicable VDOT standards and procedures. SIGNS responsible the identification and delineation of any wetlands that may be present on the construction site. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall PARSING INDICATOR 1 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other be compacted in accordance with the lift thicknesses, density and moisture requirements as Certified test INDICATES THE NUMBER OF TYP. PARKING SPACES equipment prior to entering public streets, and it is the contractors responsibility to clean specified in the current VDOT Road and Bridge Specifications. copies of reports be to VDOT daily, streets, allay dust, and to take whatever measures are necessary to insure that public streets shall submitted unless specified otherwise. HANDICAP PARSING are maintained in a clean, mud and dust free condition at all times. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of P g g p and/or as specified by VDOT. 100 Transportation (VDOT) and Frederick County prior to any construction activities within existing VEHICLES PER DAY COUNT State right-of-way. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on 12. The developer will be responsible for any damage to the existing streets and utilities which all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. PROPOSED BUILDING ENTRANCE occurs as a result of his construction project within or contiguous to the existing For pipe culverts, a minimum of one pipe installation for each size of each material type type right-of-way. will be inspected or ten percent of the total amount for each size and material summarized. All pipe installations on the plans not identified as storm sewer pipe shall be SANITARY MANHOLE IDENTIFIER 12 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and culvert for inspection Additional testing may be required as Federal Manual Uniform Traffic Control Devices (MUTCD). considered as pipe purposes. Use Engineer their on directed by the Area Land or representative. 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives The installation of y entrances and mailboxes within any dedicated street right-of-way V17. an STORM DRAIN STRUCTURE IDENTIFIER 6 O of the Virginia Department of Transportation (VDOT) to determine if and where guard rail shall meet VDOT minimum design standards and is the responsibility of the developer. and/or paved ditches will be needed. The developer will be responsible for providing guardrail / P P P P g g V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement EXISTING SPOT ELEVATION X735.4 and paved ditches as determined by this joint inspection." Refer to Virginia Department of markings shall be installed by the developer in accordance with the Manual On Uniform 355 Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Traffic Control Devices. PROPOSED SPOT ELEVATION X 15. All unsuitable material shall be removed from the construction limits of the site plan before V19. The developer shall provide the VDOT Land Development Office with a list of all material placing embankment. sources prior to the start of construction. Copies of all invoices for materials utilized within LIGHT POLE 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 design be based field any dedicated street right-of-way must be provided to the local VDOT Land Development and are for preliminary design only. Final pavement shall upon actual Office prior to acceptance of the work. Unit and total prices may be obscured. tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved V20. Ag regate base and subbase materials shall be placed on subgrade by means of a by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. mechanical spreader. Density will be determined using the density control strip in accordance 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The with Section of the Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be pipe shall be minimum 6" diameter and conform to VDOT standard SB -1. submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a 18. When grading is proposed within easements of utilities, letters of permission from all involved VDOT representative shall be notified and given the opportunity to be present during the companies must be provided to the County Public Works Department prior to issuance of construction and testing of the density control strip. grading and/or site development permits. VDOT FREDERICK WATER CONSTRUCTION NOTES PROJECT INFORMATION 19. Notification shall be to the appropriate utility company prior to construction of water V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the given Road and Bridge Specifications. Density shall be determined using the density control strip as and/or sanitary sewer lines. Information should also be obtained from the appropriate specified in Section 315 and VTM-76. A certified compaction technician shall perform these 1. The Authority's Water and Sewer Standards and Specifications are available at PARCEL IDENTIFICATION NO. 63 -A -86A authority concerning permits, cut sheets, and connections to existing lines. to VDOT daily, unless s ecifie tests. Certified copies of test reports shall be submittedy, p www.frederickwater.com. STREET ADDRESS: 160 HOOD WAY, WINCHESTER, VA 22602 20. The Developer and/or Contractor shall be responsible to supply all utility companies with otherwise. A VDOT representative shall be notified and given the opportunity to be present SITE AREA: 74.09 ACRES copies of the approved plans and advise them that all grading shall conform to the approved during the construction and testing of the control strip. 2. The contractor shall adhere to the Authority's standards and specifications in effect at PROJECT AREA: 0.92 ACRES plans, and further that the utility companies shall be responsible for horning these plans and V22. In accordance with Section , the foundations for pipe culverts thirty-six inches the time of construction. DISTURBED AREA: ACRES the finished grades in the installation of their utility lines. g Y e t and larger shall be explored below the bottom of the excavation to determine the type and below M2 CURRENT ZONING: M2 21. All utilities to be located underground. condition of the foundation. The contractor shall report findings of foundation exploration to 3. The contractor shall coordinate with and arrange for inspection by the Authority. CURRENT USE: INDUSTRIAL 22. Contractors shall notify operators who maintain underground utility lines in the area of the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply Where line to by drilling PROPOSED USE: INDUSTRIAL proposed excavating or blasting at least two (2) working days, but not more than ten (10) with VDOT Road and Bridge Standard PB -1. soft, yielding, or otherwise unsuitable 4. The contractor shall connect a new sewer an existing manhole core working days, prior to commencement of excavation or demolition. foundation is encountered, the foundation design and/or need for foundation stabilization the manhole. 23. The developer will be responsible for the relocation of any utilities which is required as a shall be determined by the engineer and approved by VDOT. REQUIRED SETBACKS: result of his project. The relocation should be done prior to construction. V23. VDOT Standard Guardrail shall be installed where warranted and/or proposed on these 5. A new water (or forced sewer) main shall be connected to an existing main by a wet FRONT: 75' 24. All parking lot/street light and dry utility design shall be performed and provided separately f pplans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to The Authority shall furnish all needed material and make the to An Application g• Y g' pp for Wet Tap be submitted and the initial fee before tap is made. REAR: 25' 25' by others. All dry utility and or lighting information shown hereon is as specified by others to be given by VDOT after grading is mostly complete. shall paid SIDE: and is included for informational purposes only, as directed by the Owner, Developer and/or PROVIDED SETBACKS: agency requirements. Greenway Engineering has not performed the lighting and/or dry V24. Approval of these plans shall expire five (5) years from the date of the approval letter. 6. Exact locations of water and sewer services on new lines are to be coordinated with the FRONT: 1921' public utilitydesign and does not warrant and is not responsible for the degree and/or adequacy of g p g / 4 Y _ ed on these plans and/or V25. Standard CG 12 Curb Ramps shall be installed where indicated h e a p P / Authority's inspector. SIDE: 169' illumination on this project or the adequacy of the dry utility to service the site. as s ecified b VDOT. specified p Y e 'v' shall furnish and install all water meters throu h 7. The Authority's maintenance division 1 g Y REAR: 58' 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the FREDERICK WATER. V26. The foundations for all box culverts shall be investigated by means of exploratory borings 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed Before is installed: MAXIMUM BUILDING HEIGHT: 60' 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or advanced below proposed foundation elevation to determine the type and condition of the findings correctly. a permanent meter the PROPOSED BUILDING HEIGHT: < 60' manhole locations as shown hereon. Detail design of Stormwater structures were not provided foundation. The contractor shall submit copies of borehole logs and report of a. The meter box, with its frame and cover, must be properly aligned with PROPOSED TANK HEIGHT: < 60' to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop foundation exploration to the engineer and VDOT for approval prior to constructing box. coppersetter. drawings as provided by the manufacturer. Contractor shall make adjustments pipe Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the b. The frame and cover shall be set to final rade. g el alignments base on provided shop drawings. Greenway Engineering will not be held responsible Standard, where rock is encountered and cast -in-place box is proposed, the thickness of C. The distance between the to of the cover and the co ersetter shall be P PP SIGN SETBACK: NO SIGNAGE PROPOSED WITH THIS PLAN or liable for any discrepancies or changes caused by the structural design. Contractor may bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is the foundation design for foundation be between 18 and 21 inches. submit shop drawings to Greenway Engineering for review and approval at contractor's expense. encountered, and/or need stabilization shall determined by the engineer and approved by VDOT. d. All components of the meter box assembly shall be in proper working order. LIGHTING: NO ADDITIONAL LIGHTING PROPOSED WITH THIS PLAN Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. B. For services that connect to existing lines: FAR CALCULATION: TOTAL LOT AREA = 74.09 ACRES 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A' a. The Authority shall furnish and install: TOTAL EX. FLOOR AREA = 15.55 ACRES per standard proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be 1. all 5/8'x3/4", I', 1 �' and 2' water services TOTAL PROP. FLOOR AREA = 0.06 ACRES certified by a registered professional engineer and results submitted to Frederick County prior 2. all sewer services. FLOOR AREA/LOT AREA = 0.21 < 1.0 to pavement construction. If a geotechnical report has been prepared, it should supersede the b. The owner/developer shall: requirements in this note. 1. coordinate (or have the contractor coordinate) the location of the service PARKING REQUIRED: 1.5 PER NEW EMPLOYEE 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all lateral with the Authority's engineering assistant NO ADDITIONAL EMPLOYEES WITH THIS ADDITION earthwork activities. 2. submit an Application for Service and pay the required fees. 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building PARKING PROVIDED: NO ADDITIONAL SPACES REQUIRED permit. 9. All water service lines must have a backflow prevention assembly (double check valve or 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. ADA PARKING PROVIDED: NO ADDITIONAL SPACES REQUIRED less than one litter receptacle shall be provided at the construction site. 31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be 10. All fire lines must have a backflow prevention assembly (detector double check valve or OPEN SPACE CALCULATIONS: REQUIRED: 25% = 18.5 ACRES protected in accordance with state law. In the event gravesites are discovered during RPZ, as required). The assembly shall meet ASSE standard number 1 Any PROVIDED: 36.6 ACRES construction, the owner and engineer must be notified immediately. TRIP GENERATION DATA exterior, privately owned fire line shall also have a fire service meter. Thehe asss emblybly shall be 32. Individual sign permits will be required from the Zoning Office for all free standing and/or installed immediately before the backflow prevention unit. Radio read remotes are required. LANDSCAPING: NO MODIFICATIONS ARE PROPOSED TO LANDSCAPING WITH CLASS USE DWELLING UNITS • TRIP RATE VPD facade signs prior to erecting the sign and may require a separate building permit.. THIS PLAN 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: FIRE MARSHAL'S NOTE a. domestic water meter and its backflow prevention device, and/or its FREDERICK WATER PROJECT INFORMATION N/A N/A N/A N/A NO ADDITIONAL b. fire service line's backflow prevention device. Calculation of demand/discharge Fire lane markings and signage: TRIPSWATER 12. DEQ must also approve sewer pump stations. FREDERICK WATER requires a copy of DEQ's AND SANITARY SEWER USAGE WATER DEMAND •Residnetial: 235 gpd per connection Any "No Parking" signs and yellow painted curb locations will be installed Certificate to Operate and a copy of the stations DEQ approved O&M Manual. These WATER DEMAND 0 000 GPD *Commercial: 75 gpd per 1,000 sf by field inspection at the direction of the Fire Marshal's Office. documents must SANITARY SEWER DISCHARGE 0 000 GPD •Industrial: 25 gpd ® 10 persons per acre be received before substantial completion is issued and water meters released. SEWER DISCHARGE • TAKEN FROM ITE TRIP GENERATION 9TH EDITION NO ADDITIONAL EMPLOYEES OR WASTEWATER ( Sewer discharge equals water demand OCT 2011 GENERATED AS A RESULT OF THIS ADDITION) Z 0 J Q W !Z V c Z UJ U W w J2 J J C Z Z OW LU 0 O O = t- Z g �U_/ �- ZL.L < Q > W W W F- LL E m 'v c Ln m ^ E 0 N o I[ OJ coo a • 3 'F p V � Y U7L�a�a\\ JOB # 1317-8 September 22, 2017 Permit Set Q0ENy ,Z CNvYN u m �n nChN m f%ZW>3�3I J Wz=did LLV � S F 52 REVISIONS: 1 - 09-28-2017 TH OF V RA�DY'.,' PLER oLic. No. 32809 S res 9 IONAL�1 Ott SCALE: N/A DESIGNED BY: KAS FILE NO. 2247D SHEET 2 OF 11 17-27 P O a) 0 U c A � O - Q 4,f \1 q�\ \ - `` 205 Q -\�RCI LEWGT1 1748' ` 6¢' J RA IUS=130' 63-A-82 THE MLR COMPANIES, LLC ZONED: B3 DIV/��-- �- \ Cx z\ .S.A. P II +�-�j'� r 1 \ S flTION SEMEN } --}- \INST. No. 70 600 F. I I-UTILI FY E E ENTON ( HOOD, IN\ ` \ ��/ 03- T- -A1- 86B I 1 /• \r I \ Y I H.P/. D, INC. lo AR? LEEAV7 42.5/1 R/US-J _ _ ."92 ` MICHAEL D ABOYCE, II & - - / 1 \ ` - - J 1�1 1 \\ \ / ARC LENGTH 15 .9j' \ CAROLINE N. BOYCE i ARC LENGTH=68. J6 / \ ( ( R�i�US I l - ZONED: B3 L 75 -A -91H BEAN PROPERTIES, ZONED: B3 $ a a 3 2 a 0 a) 0 U 0 0 � 00 T 5Z N T� .L RADIUS= 68 I - } \\ / / // / / \ ;F tZt 38� ' 238• _ 63-A-80 SHENANDOAH VALLEY ELECTRIC COOPERATIVE ZONED: M2 N 28'27'08" C 45.45' S 30'01 "34" W 29.46' E I T.M. 63 -A -87A VIRGINIA EAGLE PROPERTIES LLC INST. No. 12626 ZONE: M2 V 62'19'59" 15.78' z ( 20' CITY OF T of tl �IIATER 8 SEWS EAS \ \ DB 318'7 PG 535 20' F.C.S.A. WATER EASEMENT m \\ 1 \\ �\ 2 DB 923 PG 1171- - °' }\ \ ' T .7 63-A-87 TREX COMPANY, INC. ZONED: M2 S 54'1522" E 56.43' w _ _ N 39'18'22" E 767.62' 20'F.C.S .SAN. a SEWER E SEMENT j{�f l \ I ygCF.C. .A. SA rCb� Lj 1 �RAJU� - -� J - _ _ / INS 1. 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WATER EASEMENT DB 911 PG 515 I I � 11\\� � L • - ,1 75 - A - 91C HODGSON CONSTRUCTION, I }}I ( hTLLC - ZONED: B2 g1P 50U SUI3STAT10N $TNoO$000696 EEE I / i - I�5' POWER \ I . . 5 o \ \ \ --� 10' GAS PiPELINEOB 947 PGI74 b` 0 — II W -11,0 \ 0, G Sl�a Eklt�l E_ _._. ---� _ _- - - 1 _ NT_ _ - _ ___ _NS• 1Q606 S PIPELIN 1 }�7 I / 1 ) II I//i�_� c _=\\\\\\\- _ }I�Ilil D6959PG820 } / 't--�---------\ ( \ II IBI y / LX LOADING DOCK / TRAICER YARDS_ _ _ _ I S _-s-I s- _5 s = -s -s- -s- S I Y I \ a /\ p a - T- -T s °� J 1 I II I Iul i' S /� j�� - - - - _— - = - - % / INN11111JIIIII111 / �_ _ _ _ \ \ \— ` t ° s, a ss•- \�R °c3 dAil �_�e&as= — � — Zil =+ = '/ / 1l llllll�lllj I�IIIh� 63-A-116 JOHN C. RUSSELL, JR. &� FRANCES L. RUSSELL ZONED: RA �LhNOTN-44 0.99j-74 \_ _ 10�A�\ EASEMENT Sf 219'4 '44" (3 RIC GA PSP _—_ = - 2 4 IEN� E_R`STATE RZ-tNAG-E 8E1 WIDTWLIMIT_ S - C / INTERSTATE 81 100 0 100 200 SCALE: 1" = 100' z o a_ m z �– a Uzo > 0 <t LLJ w 13 0 0 ry zzz = W Q0O W m 0 W w LL , a W v DESIGNED �1' I Q ry N O SHEET 3 OF 11 17-27 w J } I Ilr J 5 W C mil U Nt�a@ :E U U `m � N Y EXECUTIVE PROTECTIOiF SYSTEMS, LLC o ZONED: B3 $ a a 3 2 a 0 a) 0 U 0 0 � 00 T 5Z N T� .L RADIUS= 68 I - } \\ / / // / / \ ;F tZt 38� ' 238• _ 63-A-80 SHENANDOAH VALLEY ELECTRIC COOPERATIVE ZONED: M2 N 28'27'08" C 45.45' S 30'01 "34" W 29.46' E I T.M. 63 -A -87A VIRGINIA EAGLE PROPERTIES LLC INST. No. 12626 ZONE: M2 V 62'19'59" 15.78' z ( 20' CITY OF T of tl �IIATER 8 SEWS EAS \ \ DB 318'7 PG 535 20' F.C.S.A. WATER EASEMENT m \\ 1 \\ �\ 2 DB 923 PG 1171- - °' }\ \ ' T .7 63-A-87 TREX COMPANY, INC. ZONED: M2 S 54'1522" E 56.43' w _ _ N 39'18'22" E 767.62' 20'F.C.S .SAN. a SEWER E SEMENT j{�f l \ I ygCF.C. .A. 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WATER EASEMENT DB 911 PG 515 I I � 11\\� � L • - ,1 75 - A - 91C HODGSON CONSTRUCTION, I }}I ( hTLLC - ZONED: B2 g1P 50U SUI3STAT10N $TNoO$000696 EEE I / i - I�5' POWER \ I . . 5 o \ \ \ --� 10' GAS PiPELINEOB 947 PGI74 b` 0 — II W -11,0 \ 0, G Sl�a Eklt�l E_ _._. ---� _ _- - - 1 _ NT_ _ - _ ___ _NS• 1Q606 S PIPELIN 1 }�7 I / 1 ) II I//i�_� c _=\\\\\\\- _ }I�Ilil D6959PG820 } / 't--�---------\ ( \ II IBI y / LX LOADING DOCK / TRAICER YARDS_ _ _ _ I S _-s-I s- _5 s = -s -s- -s- S I Y I \ a /\ p a - T- -T s °� J 1 I II I Iul i' S /� j�� - - - - _— - = - - % / INN11111JIIIII111 / �_ _ _ _ \ \ \— ` t ° s, a ss•- \�R °c3 dAil �_�e&as= — � — Zil =+ = '/ / 1l llllll�lllj I�IIIh� 63-A-116 JOHN C. RUSSELL, JR. &� FRANCES L. RUSSELL ZONED: RA �LhNOTN-44 0.99j-74 \_ _ 10�A�\ EASEMENT Sf 219'4 '44" (3 RIC GA PSP _—_ = - 2 4 IEN� E_R`STATE RZ-tNAG-E 8E1 WIDTWLIMIT_ S - C / INTERSTATE 81 100 0 100 200 SCALE: 1" = 100' z o a_ m z �– a Uzo > 0 <t LLJ w 13 0 0 ry zzz = W Q0O W m 0 W w LL , a W v DESIGNED �1' I Q ry N O SHEET 3 OF 11 17-27 2 J DN.�O $ a a 3 2 a 0 a) 0 U 0 0 � 00 T 5Z N T� .L RADIUS= 68 I - } \\ / / // / / \ ;F tZt 38� ' 238• _ 63-A-80 SHENANDOAH VALLEY ELECTRIC COOPERATIVE ZONED: M2 N 28'27'08" C 45.45' S 30'01 "34" W 29.46' E I T.M. 63 -A -87A VIRGINIA EAGLE PROPERTIES LLC INST. No. 12626 ZONE: M2 V 62'19'59" 15.78' z ( 20' CITY OF T of tl �IIATER 8 SEWS EAS \ \ DB 318'7 PG 535 20' F.C.S.A. WATER EASEMENT m \\ 1 \\ �\ 2 DB 923 PG 1171- - °' }\ \ ' T .7 63-A-87 TREX COMPANY, INC. ZONED: M2 S 54'1522" E 56.43' w _ _ N 39'18'22" E 767.62' 20'F.C.S .SAN. a SEWER E SEMENT j{�f l \ I ygCF.C. .A. SA rCb� Lj 1 �RAJU� - -� J - _ _ / INS 1. 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RUSSELL ZONED: RA �LhNOTN-44 0.99j-74 \_ _ 10�A�\ EASEMENT Sf 219'4 '44" (3 RIC GA PSP _—_ = - 2 4 IEN� E_R`STATE RZ-tNAG-E 8E1 WIDTWLIMIT_ S - C / INTERSTATE 81 100 0 100 200 SCALE: 1" = 100' z o a_ m z �– a Uzo > 0 <t LLJ w 13 0 0 ry zzz = W Q0O W m 0 W w LL , a JOB # 1317-8 September 22, 2017 Permit Set QQ z ° �r`vm N Z s�, > L / Wz 0 oCz=c C & in 9 � SCALE: 1" W v DESIGNED r E Q ry N O SHEET 3 OF 11 17-27 Y �L - p N DN.�O T J 5 W C "da U Nt�a@ :E U U `m � Y JOB # 1317-8 September 22, 2017 Permit Set QQ z ° �r`vm N Z s�, > L / Wz 0 oCz=c C & in 9 � SCALE: 1" = 100' DESIGNED BY: KAS FILE NO. 2247D SHEET 3 OF 11 17-27 x f /� r f r j r J f 1 l � m yppp/ g V ,� Y r f �s / .'s y✓� / ( S jay � � 1 ' ( /44 i l 04 i \ \ •;� '\ 0` �- i t I /1 ,, 'f ! ...� "� ,�y(+�` 'r "'� f / fr `fi O.' ,✓ / f % } p O `� ° _ .. , m» '! d�� °� 1 \ t_ "`e� 7 If OP 1 _tea �x -- - __� �v` 'z.ti o,, b �_ PROP. 3VYM t?5 _ '6, ° _ m aF'ACILM'-- _ - �ti�: 26v P t L \ _ 6, - 2g_ 0 / AREA TO ROCK CHECK DAM i A=2.30 AC. _C) N725= '724 2- _ �? �f 1 v _ : rj- ' _ _m . w —PROP -.18" FILTRE __ g3 RUNK3F DJYE 25[O1V y co --— - _ - - - - � 1 r � 1 � j i II I I } — - 1 It � t�l � R i l i t ..( �•f ftx`' 1� Jill U``"xi61}gP�}1�, 1}}j�l?ji lIe}r(1 3 it I16jrr,11�r11i :1W "—' �� ' -- —� � .,- �'� �•\ � �' �7 i /oa � � � j i J � II a i }j ij}j' t}i ��`Irj i r_ _T__ _ _T-- — —T— —��- _T— _ .T_ _ T— _T— — _T_ — —T�. _ _T_ _ If o - f --T ' I T- - -T- - --Cl-.___ T- - "-�.:<.� - - =",vim- -- - .. -T- _ _r • AREA TO CL E — — \. _ �� f s� " ® DIVERSION SOCK A 221 AC j t j -s- - -s -A _s- s -�� —s — —s— - — —s— — —s— — —s —s -s — —s— — —s— —_Ls — — —s— — —s— — —s— I`s— y 1 l J f l E j1d ; f t � 3 I j� i _���' s • 6 If .I .1:p}€f j€ t j }l i / a. • J 1 a[ j}a N � tl i t a} } (t j rj c I r r ¢ y !�� /�� ttl �I}jj�}j I ,¢€} r�r} �)�}F CE 740 a € /if 41€lfl jt-1}}i}9I I t 111 ,r __ p ._ __. _� ,_ —__— — _ — ®m _ - ,'f �/ 11 d tj j r jr11;llr,d%rr}i17,; 1' _� _ ------------._ ! a _'� � _ it tll`I l l Ili) 11'1 }trip U — _ _ _ 'j /itr''1 lit, 1I III` ( —ji j # (� / r jt �j YY(I'Id j t 18 ®- = - _-_....,. ._,_. -_ ..� __ ._. -, ._.. �.... �._ - _._,. -`- .._.. _- _' _'. ..__....._. 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KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF -X— X— X- SILT FENCE �FM-XX-XX-XX- SMART FENCE DD FILTREXX RUNOFF DIVERSION 3.18 OP ® OUTLET PROTECTION 3.20 ROCK CHECK DAMS LCG LIMITS OF CLEARING & GRADING 3.32 PS PERMANENT SEEDING �■ �� DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START NOTES: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). FOR PHASE IA EROSION AND SEDIMENT CONTROL ONLY !! 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KEY SYMBOL DESCRIPTION 3.02 CE SHEET 5 TEMPORARY GRAVEL 17-27 0 CONSTRUCTION ENTRANCE 3.05 SF -X— X— X- SILT FENCE SMF -XX -XX -XX- SMART FENCE 3.08 CIP 8 CULVERT INLET PROTECTION 3.18 OP ® OUTLET PROTECTION 3.20 CD ~'~' - ROCK CHECK DAMS LCG - LIMITS OF CLEARING & GRADING 3.32 PS PERMANENT SEEDING i- Q z OUJ LLJ DRAINAGE DIVIDES CRITICAL SLOPE CRITICAL SLOPE TO BE SEEDED, MULCHED N AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START FOR PHASE 113 EROSION AND SEDIMENT CONTROL ONLY !! NOTES: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 30 15 0 30 60 SCALE: 1" = 30' JOB # 1317-8 September 22, 2017 Permit Set = 30' DESIGNED I N b o FILE N0. Z SHEET 5 0 O I N 17-27 0 Wz§�cx J_ Q ' u �• §i c- Z 00 L.1_ W J i- Q z OUJ LLJ a O N O = I— N W Y U = w f W 0 W Of LL vJ JOB # 1317-8 September 22, 2017 Permit Set REVISIONS: TH OF �j Icy RA Y L. EPLER 9 LIC. No. 32809 A SSIONALyCs SCALE: 1" = 30' DESIGNED I N b o FILE N0. --v z 0 N V , SHEET 5 0 O I N 17-27 �o Wz§�cx W u ' u �• §i c- tw 3� REVISIONS: TH OF �j Icy RA Y L. EPLER 9 LIC. 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KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF -X— X— X- SILT FENCE SMF -XX -XX -XX- SMART FENCE 3.08 CIP 6 CULVERT INLET PROTECTION 3.18 OP ® 53= OUTLET PROTECTION 3.20 ROCK CHECK DAMS LCG LIMITS OF CLEARING & GRADING 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START =i FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !! NOTES: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 30 15 0 30 60 SCALE: 1" = 30' JOB # 1317-8 September 22, 2017 Permit Set = 30' DESIGNED b O >_ FILE NO. Z SHEET 6 J COO C 17-27 --Z7(S] W .�^� -vO C zS=dV0 .j Q N LL z W W J J H z w Z O UJ O � 0. O = I— F- w U 0. CL U I— W Q w w JOB # 1317-8 September 22, 2017 Permit Set II REVISIONS: II SCALE: 1" = 30' DESIGNED b O >_ FILE NO. H L N A N U A. SHEET 6 J COO C 17-27 --Z7(S] W .�^� -vO C zS=dV0 e W V y N LL cgz� C II REVISIONS: II SCALE: 1" = 30' DESIGNED BY: KAS FILE NO. 2247D SHEET 6 OF 11 17-27 4 CL a� c 0 c (D a v c� 0 c 0 c 0 c 0 5 0 0 a 0 M E U 0 EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the expansion of the current onsite waste water treatment facility which includes a proposed waste water treatment building, bulk tank, influent tank and stormwater management facility. The property is zoned M2 and is located off Route 11, south of Winchester, in Frederick County, Virginia. The total site area is 74.09 acres of which approximately 0 92 acres will be disturbed for construction. Date of construction: Construction will begin following plan approval and will take approximately six (6) months to complete. Existing site conditions: The site currently consists af the Hood Plant warehouse facility, waste water treatment facility, parking lots, associated access roads. stormwater management facilities and associated utilities. The site is divided by an unnamed tributary to Hoge Run which starts as a spring near the western property boundary and flows s east where it joins Hoge Run off site and crosses underneath Interstate 81. The tributary splits the warehoue facility from the remainder of the site. The existing wastewater treatment facility is located in the north east corner of the site. Berms are located on the north and east sides of the facility.Th' as area drains northwest into an existing pond structure located in the wooded area onsite. Typical slopes range between 1 % and 30%. Adjacent areas: The site is bounded by Interstate 81 to the east and by commercial or industrial properties to the north, south and west. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet. The project areas soils are primarily Carba Oaklet-Rock Outcrop Complex (7C) and Weikert-Berks channery silt loam (41 C). Carbo- Oaklet-Ro k Outcrop Complex is severly erodable with slow permeability. Carbo has a depth of 26 inches consisting of yellowish brown or dark yellowish brown silt loam and yellowish brown firm clay. Limestone bedrock is at the 26 inch depth. Oaklet has a depth of 60 inches consisting sting of dark yellowish brown silt loam and strong brown and yellowish brown firm clay. Weikert-Berks Channery Silt Loam is severly erodable with moderately rapid permeability. Weikert has a depth of 15 inches consisting of brown channery silt loam, yellowish brown very channery silt loam and yellowish brown extremely channery silt loam. Berks has a depth of 30 inches consisting of dark brown channery silt loam, yellowish brown/ strong brown channery and extremely channery silt loam and strong brown extremely channery silt loam. Critical areas: Multiple utility lines are located on the waste water treatment facility and along the berms adjacent to the facility. Special care should be taken when working near any utility, to not cause any undue damage to the facilities. It shall be the responsibility of the contractor to coordinate work, as necessary, with all utility providers. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Phase IA: Install Temporary Construction Entrance with Wash Racks (3.02) as shown on the plan to minimize sediment carried onto roadway. Install silt fence (3.05) and Smart Fence as shown on the Phase IA plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Install temporary Filtrexx Runoff Diversion as shown on the plans to divert clean runoff around the disturbed area to a stabilized outfall. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets Install rock check dam (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flaws and to trap sediment generated from adjacent areas or the ditch itself. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Phase IB: All Phase IA controls shall remain into Phase IB and Phase II except for the Filtrexx Runoff Diversion which is to be removed and replaced with Smart Fence during Phase IB. Install silt fence (3.05) and Smart Fence as shown on the Phase IB plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering, accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flows and to trap sediment generated from adjacent areas or the ditch itself. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Phase II: Phase IB controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed an all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Management Strata ies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control Maintenance measures. s a ntenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted. seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum n um erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management Increased runoff from this development will be controlled b the Project'srm p y sto water management facilities. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: Phase IA 1. Hold pre -construction meeting on site with inspector. 2. Install construction entrance. 3. Install perimeter sediment control devices: smart fence (super silt fence equivalent), diversion compost sock and rock check dam. 4. Obtain inspector's approval prior to beginning grading operations. 5. Clear and grub SWM area of site protected by installed E&S controls. 6. Construct proposed SWM facility as shown on the Phase 1A plan sheet as quickly as possible during an extended period of dry weather. 7. Seed SWM facility immediately after construction. 8. Install rock check dams as shown in SWM channel. Phase 18 9. Remove Filtrexx Runoff Diversion and install silt fence at SWM facility as shown on the Phase 1 B plan sheet. 10. Construct culvert at trail crossing. 11, Add culvert inlet protection and outlet protection immediately after construction. 12. Clear and grub channel areas working downstream to upstream. 13. Construct channel working downstream to upstream. 14. Install silt fence and Smart Fence along constructed channel. Phase II 15. Rough grade remainder of site. 16. Final grading. 17. Restoration and stabilization of disturbed areas. 18. Remove erasion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of bioretention basins. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre). 5. Seed alk areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK: We are requesting the use of alternative erosion and sediment control measures that are not listed in the Virginia Erosion and Sediment Control Handbook. 1. ACF Environmental - Smartfence: Smartfence is an perimeter erosion control device equivalent to super silt fence, see detail on sheet 8. 2. Filtrexx - Compost Filter Sock Runoff Diversion: The compost sock runoff diversion is equivalent to temporary diversion dike, see detail on sheet 8. This will allow for less disturbance since it can be installed on the surface and requires no excavation. MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached or any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site asw 11 as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until aground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope Iand disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity t of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum; maintain the structural integrity of the basin during a 100 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. p e 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe, or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a 10 -year storm to verify that stormwater will not overtop its banns and by the use of a two-year r yea storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and Pipes and storm sewers stems shall be analyzed b h - (c) Pi p Y Y Y the use of a 10 year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10 -year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks: or (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances; (3)Developa site design that will not cause the pre- develo meet peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 117 -year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. i. increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to adetention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 17 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. M. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (.VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. 3�7 Legend Project Area 1 _ j HP HOOD Parcel Boundary (Approximate) Soils 41C:WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES 7C:CARBO-OAKLET-ROCK OUTCROP COMPLEX, 2 TO 15 PERCENT SLOPES SOILS MAP HP HOOD VVWTP EXPANSION Feet 500 0 500 REVISIONS: H PIP y� RANGY ' EPLER ' Lic. No. 32809 _ NAL _ SCALE: - N/A DESIGNED BY. KAS FILE NO. 2247D SHEET 7 OF -11 17-27 V ©LO Z a J r' Z ul Z) Z rrnn !�J 0 Q L.L., LL, W f� V W W i� LL, W Of LL VJ t r ® 00 71- 17 E v° � (0 a cp v N 8J f + D 0> X c L) a) 642 T 0 U i � L 2 r v S6 i rsS i JOB # 1317-8 September 22, 2017 Permit Set REVISIONS: H PIP y� RANGY ' EPLER ' Lic. No. 32809 _ NAL _ SCALE: - N/A DESIGNED BY. KAS FILE NO. 2247D SHEET 7 OF -11 17-27 ©LO Fi ID N CNAH a J r' Z ul REVISIONS: H PIP y� RANGY ' EPLER ' Lic. No. 32809 _ NAL _ SCALE: - N/A DESIGNED BY. KAS FILE NO. 2247D SHEET 7 OF -11 17-27 3 4) t 0 0 -6 0 2 OL3 Q a C cs E c ci CC a a: U c C3 C s U Q Ll? c m SUUPPP Cut Sheaf -i,6_ Firtre��$utT�ff f7itrarsinn �__ Figure 6.1. Engineering Design Drawing for Runoff Diversion DX SEE NOTE 1 -_ -____. Figure 6.2. Engineering Design Drawing for flunoff Diversion - Sectional View 200-250 lbs. `UNDISTURBED AREA 5' AT HIGH FJI OF DEVICE .� POINTED UPHILL TO PREVENT ENO R ND FLOW 90-100% DIAMETER OF PPE CULVERT VIA I LK LEVEL 4' MINIMUM FREEBOARD 2 f IL{q E 1 W DIAMETER FILTRE)OW SOI -- I,ALi3O AVAPLABLE IN 8", '12' AND 24" Ar.q 1 a" DIAMETER, LE IN 8.12 9 AND -- (ALSDAVAILABLEINB°,'!2'tWD74" 2 DIAMETERS) 14" DIAMETERS) DO T o 7" OR 30P --------- -- 3C 2"X38" WOODEN STAKES PLACED 10' O.C. 0'-8" 2'X 2"X31PWOODEN STAKES PLACED 10'0.C. 0'-�9" " r-0'1 SINGLE INSTALLATION SECTION B til -1111 11•-1" NTS 1w_Sq" AREA OF V-0 " C 11-4" EXCAVATION "1 21-2" 21-aI DISTURBANCE D 1' -Oto 11-3111 I NO'S 1. REMOVE SEDIMENT FROM THE V AT LOW END OF DEVICE UPSLOPE SIDE OF THE SOI WHEN +21-01 MAX WATER LEVEL Y-011 POINTED DOWNHILL ACCUMULATION HAS REACHED }! OF STABI TO PREVENT POhIRINt3 DISCHAR13E EFFECTIVE HEIGHT OF SQXXTI AREA �� 2. SLOPES GREATER THAN 5% MAY REWRE ADDITIONAL STABILIZATION PRACnCE8 S. SOXXn' MAY BE SEEDED AT THE TIME 0'-8" 4" MINIMUM FREEBOARD 2:1 MAX SLOPE -- __ __ 18" DWNIETER FILTREXXO Si3%XTM _ (ALSO AVAILABLE IN 8', 12' ARID 24' DIAFIIETE RB) 0'-81, OF INSTALLATION 01-91 01-911 H FILTREXXi RUNOFF DIVERSION 23-1�1y" F-2- x z' X 36" WOODEN S TAKES PLACED lot O.C. 3p'�-_r9�" 4'-3 " PYRAMID INSTALLATION SECTION 41-011 V1 -V" a.-O.1 NTS 101-0" 12'-D" a FILTREXXO RUNOFF DIVERSION SECTIONS 01-1Y4" 348 I Filtrexx" Low Impact Design Manual I Version S.0 2' nature do it" C ,nstnuction Activities 1 Section 1: Erosion & Sediment Control 1 347 2016 ROAD & BRIDGE STANDARDS S � r DX SEE NOTE 1 PIPE 200-250 lbs. BEVELED BEVELED- 90-100% DIAMETER OF PPE CULVERT VATH MORTAR . ... Ar.q 12" 14" �-- DO T o 7" OR 30P --------- -- A 0'-8" 0'-81, 0'-�9" L.. L r-0'1 11-011 EW -%IA NOTES: 1. "14" MAY BE REDUCED UNTIL "X11 REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHO( .DER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT MOW FILL SLOPE, DITCH SLOPE.OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ILL CAST IN PLACE CONCRETE TO HE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSM AND ALL SKEWS(0■ TO 45" ). 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALLS OCCUR EW -1 � r SHWE 'TO BE PIPE 200-250 lbs. BEVELED BEVELED- 90-100% DIAMETER OF PPE CULVERT VATH MORTAR . ... Ar.q 12" 14" �-- DO T o 7" OR 30P --------- -- A 0'-8" 0'-81, 0'-�9" al -f€" r-0'1 11-011 NOTES: 1. "14" MAY BE REDUCED UNTIL "X11 REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHO( .DER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT MOW FILL SLOPE, DITCH SLOPE.OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ILL CAST IN PLACE CONCRETE TO HE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSM AND ALL SKEWS(0■ TO 45" ). 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALLS OCCUR EW -1 - F - - C L BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE OUT END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. B. ON SHALLOW (TOP OFLSWHERE ENDWALLS ARE 'I'#•IE ENDWALL SHALL BE CONSTRI TEI OR LESS D PARALOW LLEL GRADE OF THE ROAN. 9. Y411 CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. E4Y-1A ENDWALL FOR CIRCULAR PIPE 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% DIAMETER OF PPE CULVERT 42" . ... Ar.q 12" 14" ION 21" OR 241' 7" OR 30P " OR ' 38 A 0'-8" 0'-81, 0'-�9" al -f€" r-0'1 11-011 B til -1111 11•-1" 11-3" 1w_Sq" 1'--9 " V-0 " C 11-4" 11-71 "1 21-2" 21-aI 21-9" D 1' -Oto 11-3111 11-$11 +21-01 21-611 Y-011 F 0'-8" W-811 0'-81, 0'-9" 01-91 01-911 H 2'_-r31 23-1�1y" 31-211 3p'�-_r9�" 4'-3 " L 41-011 V1 -V" a.-O.1 a,-op 101-0" 12'-D" a 0'-�/�" 01-1Y4" 01-211 O'-2yr11 01-31/�1i 0'-3x411 b 0'-1" C-11/411 0'-%" 01-21' 1 01-2y2" 01-3" 121-1" 1120-111 1411 CUBIC YARDS OF CONCRETE 1'-11" 21-6" CONC. PPE 1 0.241 1 0.492 0.897 1 1.319 1 2.007 2.947 C.M. PIPE 1 0.257 1 0.521 0.739 1 1.398 1 2.196 3.145 - F - - C L BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE OUT END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. B. ON SHALLOW (TOP OFLSWHERE ENDWALLS ARE 'I'#•IE ENDWALL SHALL BE CONSTRI TEI OR LESS D PARALOW LLEL GRADE OF THE ROAN. 9. Y411 CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. E4Y-1A E LoLa STANDARD ENDWALL FOR PIPE CULVERTS ROAD AIM E STANDARDS 10512" - 36" CIRCULAR AND 23" X 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SKEET 1 OF 1 342 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 2016 ROAD & BRIDGE STANDARDS /-.-POST TENSIONING TIE (TYP OF 4j /__5 FT. METAL T -POST j1.25 LB/FT MINIMUM) Total Lbs, ENDWALL FOR ELLIPTICAL PIPE - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% SiTE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 42" . ... Ar.q 2Y104" 301109" 341lx22" 38"x24" 42"x27" 451149" 49"x32" 53"x34" A 0'-8'1 ('-91' 01-1wi W -Ir 01-11r1 11-011 i'-0" 1'-0" B 1-21 1'-511 10-8" 11-$f1 11-9" P-10" T-11" 1'-11" C 11,.811 11-1111 2'-1" 21-4" 21-5" 2'-7" 2'-B" 21-911 0 T-2" 1'-711 1'-101' 21-0" 2'-3" 21-511 21-8u 21-1011 F 01-611 0'-8" 01-9" 0''9" 0'-9" 01-9" DI_911 4111 H 21-1D" 31-3" 31-711 31-9" 41-0" 41-2" 4'-5" 41-711 L 51-511 71-1.1 V-01" 91-211 IW,211 11V-1111 13'_9yN 121-1" 1120-111 1411 S 1'-11" 21-6" 21-111)" 311-21E .3;-;Bii/" U) 4Ei_url a W -2y:" 0'-31/411 0'-3/i" 01-4" CV -47x" 0'-4T4'1 01_11 �gn 0',-,T/z" b 0'-211 OI_2y$l1 D1-2Yr#11 0'_311 O'-3yt" 0'-3x4, 01-4" 01-41/2" CUBIC YARDS OF CONTE CONC.PIPE 1 0.502 1 0.835 1.238 1 1.500 1 1.811 2.101 2.512 1 2.60°) E LoLa STANDARD ENDWALL FOR PIPE CULVERTS ROAD AIM E STANDARDS 10512" - 36" CIRCULAR AND 23" X 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SKEET 1 OF 1 342 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 2016 ROAD & BRIDGE STANDARDS /-.-POST TENSIONING TIE (TYP OF 4j /__5 FT. METAL T -POST j1.25 LB/FT MINIMUM) Total Lbs, Minimum Care Lawn PVA MICK APE IN INCL EB - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass NE 42" . ... Ar.q 34" 4" Minimum of three (3) up to five (5) varieties €1f 22„ Virginia. 125 lbs. ANGUL :N.,�_H BENS CI E 11 I - Kentucky 31 Fescue ATTACHMENT USING i `-ORANGE TRENGHING I INDICATOR LINE 2 lbs. NYLON TIES OR METAL WIRE) w°`"`E'WA` NGA� LOCATED AT REINFORCED POST SMART FENCE HD P�"PRIFI.ifi•ALd3L%)HPoPEW1141. TENSIONING CABLE CHANNEL ATTACHMENT NYLON TIES OR - Red Top Grass jTYP AT EACH T -POST} METAL WkRE FOR POSTS SHALL IBE - Crownvetch wow BETLACED BELOW TENSIONINGI 150 tbs TIE. LOCATION WITHIN LOUVER IiASTALLED WITH T -POSTS w,1P NCE IALW I INCH OF REINFORCED POST POST TENSIONING CABLE CHANNEL TENSIONING stated below) IRON EMI LAN gREG UCIICq TIES / REINFORCED POST TENSIONING IN' FW"QLU7 F Wf F(11.1',a¢ hF ASS( NeEP CN f CABLE CHANNEL Annual Rye 10 INCHES FABRIC ANCHORAGE DEF ISOMETRIC VIEW FT, METAL T -POST 1.25 LB/FT MIN.) DISTANCE IS 8' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION i.O' 1.5' FLOW ' *VDOT J13. 11357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VOOT Slandard Sheets and Va. DSK PLATE. 3.08-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A +X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW III III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND iT INTO THE TRENCH. SOUL: Mawood Ir 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLOW f �J EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC - from installation„gj RrAw WA &n is Filter Barriers for Sediment Control, PLATE, 3.05-1 PIPE CUTLET CONDITIONS A A 'IPE OUTLET TO FLAT RFA WITH NO DEFINED MANNEL i�.•.iPiir::r�.i��. "ri '1 +I" /' ,w; I 1 1.IM 1 ]I1 - 1 H 19: 8i •i.J Li• a's up r�lr ♦ rr,r • 1i ���! 1.\r i=�11•.one •l►y�Jwrl�r 4111Pi0 t � �r►rd�o 1'II 1 i + I• i 1 I'•, •t 51i I i I..I4 I. 11:. �• ■ 1. � . I i STONE CONSTRUCTION ENTRANCE 70' Aft AX?ST1A1G - I A I . 3' FA�fT P8TE7i acOTdi-' s' Atirtt I A I `MOMAMC 9FW (OPTS j SIDE ELEVATION !�!�iIIIIIIIIII?► sr,��I vOOT Ar? I = -POSMW DPA#"" ro' W. COURSE AGaREW?E B TO SEU49 r TRAPP7AM OrACE + MUST Ormw PIXL IWTH OF AVAM OPMNM AND EOWSPLAN ViEW �" SECTION A -A SECTION B -B SWRCE AWD from 1W MqUftdSkndords for Sod ow W Wffnmt Q2W, od Y0. E15WC Platte J02-1 ROCK L O CK CHECIS DAM r.. CLASS 1 RIPRAP PLATE 3.20-1 TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGI❑NS" PtantingDates Sept, 1 - Feb, 15 Feb. 16 - Apr, 30 May 1 - Aug, 31 Seeding Species 50/50 Mix of Annuat Ryegrass (Lolium multi-ftorum) Cereal (Winter) Rye (Seca) cerea(e) Anual Ryegrass (Loliium multi-ftorum) German Millet (Setaria itatica) Rate (tbs,/acre) 50 - 100 ��>Qi[iIrl7 50 Seed shall be evenly apiptled with a broadcast seeder, drill, cuttipacker seeder or hydroseeder. Smatl grains shall be ptanted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover, TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn PVA MICK APE IN INCL EB - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass NE 0-10`/. 10L-RANCES:- FR MIONA'. Ar.q 1112f.. Minimum of three (3) up to five (5) varieties €1f btuegrass from approved list for use in Virginia. 125 lbs. ANGUL :N.,�_H BENS CI E - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop*W w°`"`E'WA` NGA� 150 tbs SMART FENCE HD P�"PRIFI.ifi•ALd3L%)HPoPEW1141. - Kentucky 31 Fescue Y eNU.GE CE`v WW4_ uF6.rFp2. - Red Top Grass 2 lbs. - Seasonal Nurse Crop*w IBE - Crownvetch wow 150 tbs w Perennial Ryegrass will germinate faster and IiASTALLED WITH T -POSTS w,1P NCE IALW • - W# Use seasonal nurse crop in accordance with seeding dates as stated below) IRON EMI LAN gREG UCIICq March, Apr!( through May 15th Annual Rye May 16th through August 15th IN' FW"QLU7 F Wf F(11.1',a¢ hF ASS( NeEP CN N Annual Rye November through February W4RiEh R ffieYJNG :,CF VX7TEO AR040F wow If Flatpea is used, increase to 30 lbs./acre, All legume seed must be properly inoculated. Weeping Lovegrass may also be � - E*yI+RONMENI4L LS J126 HIBI"F9. AFPLiC?l{GN D010T S=_aLf 6RH.4h'IHG A- SIL T FENCE CULVERT INLET PROTECTION DISTANCE IS 8' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION i.O' 1.5' FLOW ' *VDOT J13. 11357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VOOT Slandard Sheets and Va. DSK PLATE. 3.08-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A +X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW III III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND iT INTO THE TRENCH. SOUL: Mawood Ir 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLOW f �J EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC - from installation„gj RrAw WA &n is Filter Barriers for Sediment Control, PLATE, 3.05-1 PIPE CUTLET CONDITIONS A A 'IPE OUTLET TO FLAT RFA WITH NO DEFINED MANNEL i�.•.iPiir::r�.i��. "ri '1 +I" /' ,w; I 1 1.IM 1 ]I1 - 1 H 19: 8i •i.J Li• a's up r�lr ♦ rr,r • 1i ���! 1.\r i=�11•.one •l►y�Jwrl�r 4111Pi0 t � �r►rd�o 1'II 1 i + I• i 1 I'•, •t 51i I i I..I4 I. 11:. �• ■ 1. � . I i STONE CONSTRUCTION ENTRANCE 70' Aft AX?ST1A1G - I A I . 3' FA�fT P8TE7i acOTdi-' s' Atirtt I A I `MOMAMC 9FW (OPTS j SIDE ELEVATION !�!�iIIIIIIIIII?► sr,��I vOOT Ar? I = -POSMW DPA#"" ro' W. COURSE AGaREW?E B TO SEU49 r TRAPP7AM OrACE + MUST Ormw PIXL IWTH OF AVAM OPMNM AND EOWSPLAN ViEW �" SECTION A -A SECTION B -B SWRCE AWD from 1W MqUftdSkndords for Sod ow W Wffnmt Q2W, od Y0. E15WC Platte J02-1 ROCK L O CK CHECIS DAM r.. CLASS 1 RIPRAP PLATE 3.20-1 TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGI❑NS" PtantingDates Sept, 1 - Feb, 15 Feb. 16 - Apr, 30 May 1 - Aug, 31 Seeding Species 50/50 Mix of Annuat Ryegrass (Lolium multi-ftorum) Cereal (Winter) Rye (Seca) cerea(e) Anual Ryegrass (Loliium multi-ftorum) German Millet (Setaria itatica) Rate (tbs,/acre) 50 - 100 ��>Qi[iIrl7 50 Seed shall be evenly apiptled with a broadcast seeder, drill, cuttipacker seeder or hydroseeder. Smatl grains shall be ptanted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover, TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA DOZER TREADS CREATE _ GROOVES PERPENDICULAR TO THE SLOPE. TRACKING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 SPACING BETWEEN CHEi CIS DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20--3 Total Lbs, Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass NE 0-10`/. - Kentucky Bluegrass 0-10'/. High -Maintenance Lawn Minimum of three (3) up to five (5) varieties €1f btuegrass from approved list for use in Virginia. 125 lbs. General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop*W 20 lbs. 150 tbs Low -Maintenance Slope (Steeper than 311) - Kentucky 31 Fescue 108 lbs, - Red Top Grass 2 lbs. - Seasonal Nurse Crop*w 20 lbs, - Crownvetch wow 20 lbs, IIIII- 150 tbs w Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed, W# Use seasonal nurse crop in accordance with seeding dates as stated below) March, Apr!( through May 15th Annual Rye May 16th through August 15th Foxtall Millet August 16th through Sept.,Oct, Annual Rye November through February Winter Rye wow If Flatpea is used, increase to 30 lbs./acre, All legume seed must be properly inoculated. Weeping Lovegrass may also be Included In any slope or low-maintance mixtures during warmer seeding periods] add 10-20 lbs/acre in mixes, DOZER TREADS CREATE _ GROOVES PERPENDICULAR TO THE SLOPE. TRACKING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 SPACING BETWEEN CHEi CIS DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20--3 oD lqr V1 N 0 2 N U = 05 a) CD ami O + _0 to moi' A ate-+ r0 s ti co I L JOB # 1317-8 September 22, 2017 Permit Set REVISIONS: TH Opt, V-4, RANDY L KEPLER Lic. N0. 32809 L SCALE: N/A DESIGNED BY. KAS FILE NO. 2247D SHEET 8 OF 11 z ❑ ) ,� 1■.0 { I'! I 'I IIIII- J Imo. ❑ < Z W II.IJ V ,C Uj W LU U LL U) oD lqr V1 N 0 2 N U = 05 a) CD ami O + _0 to moi' A ate-+ r0 s ti co I L JOB # 1317-8 September 22, 2017 Permit Set REVISIONS: TH Opt, V-4, RANDY L KEPLER Lic. N0. 32809 L SCALE: N/A DESIGNED BY. KAS FILE NO. 2247D SHEET 8 OF 11 ,n LVE I AP ROX LDC. EX. J14' PLASTIC �C r PROP. CLASS 1A `~ UNDERGROUND GAS LINE RIP -RAP APRON �_ -" - -- - _ ( / / i :r "- r. o } 20 GAS PIPELINE PROP.GABION r .�._ ��.- Ct j` LASEMENT r '' •• __ _ - __ - -730 ` \ o j / WEIR t�tS -- - --- -..- - .-. __.. - - - I T. !1'CJ. 140006318 - - w i l ,-�- .'�. `3 _ RIP R - _._._- - - - - - - + I 7J5 -a �, O SWM -- - Z ZI _ _ 3:1 10' GAS PIPEL INE -- -- ` _ _ ° 0 - `� - z 4FACILITY-- 2� s L EASEMENT --- -- FAC I L f TY - - ._--- -- - � ', � _ - - . '`�- e� �� __ - \ \ \ _ - -_ _ I . sc l -� GB 959 PG 820 w� .i6 111 TW _- t so , Iv` I.' fro. '02602 798 3p EX EG -- -_ _--------- !� 23aw�TEOIPAhfY;(INC. x" l%28b { ( DISE; CM2 _ _ - - _ _ _ _ - _ _ r - _ _ r EX PROCESS !v'{,l�irh l -. / JNOLE 0�\� \ \ _ _ __ .. ___ ry I IUS NGU15T'I L y- \ RIM = 737 68 � � _. __ _. _ $ 124 � �z}?o � \ \ INV. Al 727'PVC(S) - 732,37 \ 1 � � � � ``� _ ^ �X S�N1TA �NF�C7� - - -- w FLARE 50RADIUS _._ .. 724-•- {{ '40, \ INV. D,�T rG PVC(NE) � 7�G.�1 � �� ! � � �" "'-. -,-. - _v,_ -`-- �� 1 ---- -a - - - - - _._ ---- -. -- I�i14- _. = , 8_ - �-- _ _ __ _ � - ___ . % �U _ _.. 28 7 --`BENCHUARK ti. `� _ - _ f1Lbr. 1&L 12 � f�Pt'S = 7.,23-66 - r � - `� _ - a- - - -- - INS Il+I 12 PVC - - _ SAtV� 1NE_ 7GAJ /G- VAf�`Hl �.: - _ _ -..... _ . - _ 729 �? \ ` LLL 7V: = 739.40 1 \ ~ \ " (SW) = 7,31, 43 �' _ - _ - - - _ _ ------------------------ 30_ i I a. -\\ '� \ NW CORNER OF ` X. SAN A Y MANEfDLE�- - - - INV: IN 12 r�VC() = 731.76 � `- -- _ _ � Illl STR. = 723.16 •-` _- _ s - 731 - - o Rllsf PROP. CLASS 1A [� ✓ 7 =-�C� � 1 � �� � � �. � � � � I I � � � CDNCI?ETF_ PAL? I TR. 72 4. 76 _ - -- - - _ _ _ _ _ RIP -FLAP LTNING- - - 4 I II I i o► � �` �` ' > - ..._ -� - -..._ _ \ `� ' f ( ✓C RC1 -;�s _=-__ _- s_ - s - -s=--- _ _. - 735 C-rIV` EX. EG \ X. LHP - _ __� - - r f Q� I { APPROX. LDC EX 6" STEEL _ � � - - _ EX EG _ __ / �- - I a I j UNDERGROUND GAS LINE l 3 � \ _- 1S �- - -� PROP. OVE HEAD' `" " S r EX_ SANITARY MAI+IO-OLE - !OC -°' PIPING D IDN = j �X PROCESS MAN, 9DLE ap p_, _ - - __ - - - _ TJX: P 1 /l / �'� f 9 1 RIM -� 7.31.76 12 - 3: _ �_5 ;, l PROP. 15" CULVERT t y C kt Ri,+�f = X39.03 �X. �. _ - �� Arc L:.. 0 1 ' INS OUT 12" PVC = 73,E 7.2 �,Y OTHERS} w- ��S If;IC' � EX. _a�R,�C 1:�tNK - - �I � I I � � INV. OUT 12" PVC NW = 715.63 ,� C' i (SEE NOTE 5 SHEET 9) ��'` INV, IN 12" PVC(SW) = 721.94 EX. Iv1E'TAL SH 4 ;d ED e a,' PROP. CLASS 1A FF' EL EV = 738.16" s a BENCHMARK RIP RAP LINING P i ELEV = 7.36.57 "" is 736 � o ! 1 � � ' 1120' FC.S.A. SAN. SEWER EASEMENT i 1 r NW CORNER OF 361\ � I k i � / 35�� I D3 923 Pr, 1171 EX. PROCESS MANHOLE _j _J ,F ,� -738 CD!VCRETE PAD �`"'� �3 CID EX. BVF '1 RIM = 738.0 r _- �, �� EX. WELL � � ... APPROX, LDC, EX. 15 HDPE P ' 1 i EX". PROCESS MANHOLE ` (3,440,000 GAL.,) IIVV. IN 12 RC -1 = 731.79 � o �'-~737 y! C 5a " (SEE NOTE 5 SHEET 9) ko_1 r` RIM = 7,39.4 �' .BP .I 1 w *MEMBRANE TOP* / "ti INV. OUT 12" RCP(,�t) 7-T0,74 ' I " _ JIINV. OUT 12 PVC = 733..50 ` EX METAL SHED -- so E� GAS ., I ' APPROX. LDC. E, TRAIL �' FF ELE V 7,37...3'8 7sc METER EG t'a� 1 � f � j } PROP. OVERLAND RELIEF -� 140 DIA. i� 37` �� PROP " i I E'. 8 V 12 7 EX. SBR �4 EX EFF 1 r t I i BREAKPOINT EX SLUDGE STORAGE TANK � r ` +) ( r 19000a AL. (7,25-0,000 GAL. 1, 0O0 000 GAL. � (230 000 GAL.) 1-�- 1 ( .� ,� � , t f *MEMBRANE TOP* p *OPEN TOP* � - � � 62° X. Ol ERHEAD UTILITY N *OPEN TOP* `- 85.67' IOTA. r � DPS N TDP 6' � . � � I� L f ( 42.58 DIA. 1 80 GIA, r J / 1 1 38.58' D,xa.. ao I + EX UTILITY POLE (TYP.) J( I �t`1} } 38sw 38$° R y I f I�I PROP. BUILDING r �,. ' RESET ESET (d UTILITY j� POLE OLE FF E 8.50 ��oCl 2,745 SF ( EX. DIVERT TANK f l r I ) a 0, 000 GAL, y ,r f !� f�� l rf [� JOB #1317-5 !t CLOSED !DP 5D 50 t ! + y. + :c \ '1 \ 38 / B3�-~ '� I � Oil j � � ( as � 10' DIA. �r i - - '" j �� 38- 11 50 38sw t� \ I 1. September 22, 2017 i It EX GUY 1 ��, ( o � 3 I I I ; WIRE ('TYP.� -__ ,, r �•,� 20' '� '1 I i f r ' { ' f # t ! 1 P ! I 1 i r Permit Set _\ EX UNDERGROUND `. - EX. INF -�--� 382fi �' ' ' SO � � C � 1 l , � ,\ ` L L f , PROP. BULK rZ `-- _ _- T EPNDN ,� �` �X CGiN.RDL 1 (120000 GAr_..l ao 38s4 M f d j I -_ \ N THIO. TANK PROP. INFLUENT'+~ 389w r� I i I! r i 1 1; i r f j I BUILDING *HARD TDP-, CL ``--- - `_ _ r- - - T- - =rte -r--- -r- - -T- -r- _r- - _.�-.- --T- - r- ._ -T- _, " � 3 EX. GAS LINE MARKER J C - -T- -T -T- - _ -T- -- -T- - -T - -T- - - T-- - -.T- \ - (- ---r- s c FF ELEV:=733.27 29.7' x 24 -r EQ TANK �3a 66 _ l -- r (350,000 GAL.) PROP. I { I l I f i 1 1 EX HA,GHOLE ( 7 I) j 37X *HARD TOP* EG t I P ! I ' /� \ A EX. 12" RCP PROCESS � / 7�� 46.5 DIA. td PES � t r' r I , PROP. -s- - -s- - s s- - -s- - s- s- -"` s- - _s - _ -s_ - -s- _ -- 5 es- _ -s- - -s- - -s- -s! - -s ' _ - FF ELEV.-738.5 . ' �'I r' gs { ! CHANNEL WI UNDERDRAIN r EX. PROCESS MANHOLE - 1 S ! RIM = 737.60 EX PROCESS_ MANHOLE -+I f j i r I INV: IN 12 RC P(E) = 732, 90 / EX PROCESS MANHOLE ------'1'1S1 U �I - 741.0 r, RIM - 738. D4 �r # i # 1 t Q d INV STR. = 734.44 _ --_ --� �X rjNV. OUT 12 RCP(NW) = 732.5 4 \ EX. Iki PUMPS 2f; 1 J i i j J ' r I j 1 (( 0 1 NB 521 r PG 723 oc f I ? ; 1 :ZONE. RA USE. VACANT a . EG INV: STR, = ,x32.9 , BUILDING � d � I � t ' � I a� I ! INV. 12 RCP(W) = 7J4,22 ` l ELEV. - 73&..34 38- _ I I { JOHN C. RUSSELL, JR., ET UX r + f d.,`4o"-•- ---•� `'- e --." -r r � `e-. �40 �_-___I .�654X ,,` �� P � i I ! 1 � � � � � { -_ EX. U,hDERG,ROUI°JD 37_ ;�hh jr } j I { io I t�I� ELECTRIC- �` A ' �,tf,I f APPROX. LOC. EX. 6" STEEL HP • E �, � � ' I ( RGRDUND GAS LINA -- _ �R EG . - _ _ -, 1i f 3 - __ - `-` - `- -_ PROP, _ -_ '`�'A� 1 I 1�i{ 1 - - - __. t� G 'f Tit ' I } - ;r Jif fQ)1 �{ a RAIN -- 4 _ ----------- -- _ --� _... _ __ - _ -� , . . ---- UNDERDRAIN _ 38�° _ ( GEJ, WPR !` P, f _ J - - - - ~- _ TY . - _ / 6 - i P: ' - EX -E HYDRAIV � f - - -- _- ---- �_ 737 'j3� f I( [i#� , # {iI1I I� _-_ __. - -_ _ __ - - _ ATV PIV - 39 738 �a r i f 1 i - - - 745-- ,•---- __ _ _QHU� j f U i' P( 7( r� r{ f i I I Jd rn _.__-----�---_--_- -. -__ "----- - ROP CHAN L r•, - f LIN ..737.. -_ � ` "� -- .� ,.� � � `- ry- -- . _._ P NE - 738 • ,� J GAS PIPELINE EASEMENT � a j cn _ - --- _ _ - - fr`f� ITS,' P -OLE W/ UNDERDRAIN - r _E f " 1 �`140006318, _-_-.-._--- r - 739 ; r, f _�fN (T _ UVEIFIEAD - '- 1 / AP ` ---_.� P. I f r _ ,-. ,- - - _ -- - _ �-- d PROX. LOC. RELOCATED _ - -- --- --- -` -- -- `. , ..._ .._._ ---`� --- --.._ -" ~-- APPf2ax,--LOG. �" •^`� -•r-'� , I �/( 1 RELOCATED OVERHEAD . � / �' I � ! ! � OVERHEAD UTILITY BY OTHERS A1 y RS Of - . --- -- _ -- _ SIR - APPRax E E . LOC. a r 01! ( (I I -z -_ _ _ -- -� 10 CAS PIPELINEEASEMENT, UTILITY BY OTf-1 - -- - -�` - - APP1�'L' X 6'-- ®-- - _ RELOCATED ,-' { � �1 _ `- - - P -....._� SOC � Ham- .._ U LI.TY POLE a1 + 95 8�D I .A� -•-----.-.._,: e _.._ TI {� - � D 9 G _ -- - _v 25' ARE _ LrI�(C�C7U LIN BY OTHERS - - - -- _ - --- �.- - ._ - ---- - - - _ v _ _ _ _ _ _- - �------- _ _ -- � _ 1 t .9 _ - - - _ _ - - _ � � e- _ - _ - G - _ - _ � w ' A - G � _ -c_ - - - --� � _�. _ -_c_ - - , - G � - � � - 20' GAS PIPELINE EASEME�dT" - � - - - _ - �_i" 1 �a 'x J / - . s � ---- _ 1400 13 ---.- f __.. ..-�...,,--,._- G � -_..._.._rte ? � t 4. G- -. ._,, G 063 _ G--, -�,� � - � � ( �J Notes: ___ Y- _ _=-r __ -- A i. j 7 (,1I 7f jliifa i i cfj�i1 1. Existing topography shown is provided by VA Mapping and is dated November 2014. ( - _ - - -' - _ - - "` r ` s - - - - _-.- -- - � � � _� � = �- _1 �,A� PIS � � Y t 1 -� -�- / ( 20FC'.S.A, SAIV. S'EITE,4 EASEMENT - 0 CAS PIPELINE EAS EMI r - 1 / 2. A site visit on September 13, 2017 revealed that current existing conditions vary from the - Y - x x'� - x �� - _. I '�� L=470,999 R�=2J, 12632' a_ -� -- ( DB 923 PG' 1171 ----�" .. 0B 947 PG 74 J(- ( r e, .. �;.-._"V_ -.,,'`V', '`✓ Y--� � '"v -_,.� ___� ! I - X - y, -••-- ,.L'k X x---.� ..„, - x �.r x x X �� f = y ✓ r ( (' November 2014 survey used for the preparation of this plan. An existing trail, 15 culvert, f rip -rap slope, relocated frac tank and portable building were noted during the visit- ti `�✓�'V' E 3. The existing topography map has been approximately adjusted to show the location of x the existingculvert and approximate rade over the culvert from site visit photos. The r ' pp 9 p \ i d /• \ 1 ( f((! f! � f[(�fi(1 existing trail and rip -rap area have been added to the existing plans per aerial images '� x ( .� r ~' ti { ( ( ( } ( I ( ( I c from Google Earth. 1 ( 1 I I 4. Contractor must check ade in this area prior to start of construction. Contractor to notify l ' r -- �' 1 i ( t (( If E g p tv /s / - f r `'\ [ (j (df oengineer immediately of any discrepancies with the proposed plan and existing conditions _ - - _ '� - - - - - f / / ,� -� _ - - __ - y' J 1 ` ` I ( f (� (l (� j f (((jif o to ensure field adjustments will coincide with proposed plan intent- - - - - - - - _ _ - -- - -- - -- - - - - -...- - - - - _ j ' � a � °� `� � � iB (� ° f � � f � J { I r � f � j � � 20 10 0 20 40 0 5. Existing 15" HDPE culvert to be relocated to proposed location and extended as - - - - -- -- - - - - - - - - - - -- --- --•- ---• -- __ -. � - _ _ - _- - - - -- - - � �' f --'` � -- " 4 - -- - - _ _ ` ' -- � � t } � � (� � i � r I � i � � necessary with new pipe per proposed design. �c - _ - - - SCALE: 1 " = 20' 00 N kn L E j z SHEET 9 ell 17-27 0 + ..J < Z) .� z 4-J r ja C 2 � t6 L C� V z W Z .J Z> J CL .. © z z Q°C W o 0 LU Z W W W W W L- W EX. DIVERT TANK f l r I ) a 0, 000 GAL, y ,r f !� f�� l rf [� JOB #1317-5 !t CLOSED !DP 5D 50 t ! + y. + :c \ '1 \ 38 / B3�-~ '� I � Oil j � � ( as � 10' DIA. �r i - - '" j �� 38- 11 50 38sw t� \ I 1. September 22, 2017 i It EX GUY 1 ��, ( o � 3 I I I ; WIRE ('TYP.� -__ ,, r �•,� 20' '� '1 I i f r ' { ' f # t ! 1 P ! I 1 i r Permit Set _\ EX UNDERGROUND `. - EX. INF -�--� 382fi �' ' ' SO � � C � 1 l , � ,\ ` L L f , PROP. BULK rZ `-- _ _- T EPNDN ,� �` �X CGiN.RDL 1 (120000 GAr_..l ao 38s4 M f d j I -_ \ N THIO. TANK PROP. INFLUENT'+~ 389w r� I i I! r i 1 1; i r f j I BUILDING *HARD TDP-, CL ``--- - `_ _ r- - - T- - =rte -r--- -r- - -T- -r- _r- - _.�-.- --T- - r- ._ -T- _, " � 3 EX. GAS LINE MARKER J C - -T- -T -T- - _ -T- -- -T- - -T - -T- - - T-- - -.T- \ - (- ---r- s c FF ELEV:=733.27 29.7' x 24 -r EQ TANK �3a 66 _ l -- r (350,000 GAL.) PROP. I { I l I f i 1 1 EX HA,GHOLE ( 7 I) j 37X *HARD TOP* EG t I P ! I ' /� \ A EX. 12" RCP PROCESS � / 7�� 46.5 DIA. td PES � t r' r I , PROP. -s- - -s- - s s- - -s- - s- s- -"` s- - _s - _ -s_ - -s- _ -- 5 es- _ -s- - -s- - -s- -s! - -s ' _ - FF ELEV.-738.5 . ' �'I r' gs { ! CHANNEL WI UNDERDRAIN r EX. PROCESS MANHOLE - 1 S ! RIM = 737.60 EX PROCESS_ MANHOLE -+I f j i r I INV: IN 12 RC P(E) = 732, 90 / EX PROCESS MANHOLE ------'1'1S1 U �I - 741.0 r, RIM - 738. D4 �r # i # 1 t Q d INV STR. = 734.44 _ --_ --� �X rjNV. OUT 12 RCP(NW) = 732.5 4 \ EX. Iki PUMPS 2f; 1 J i i j J ' r I j 1 (( 0 1 NB 521 r PG 723 oc f I ? ; 1 :ZONE. RA USE. VACANT a . EG INV: STR, = ,x32.9 , BUILDING � d � I � t ' � I a� I ! INV. 12 RCP(W) = 7J4,22 ` l ELEV. - 73&..34 38- _ I I { JOHN C. RUSSELL, JR., ET UX r + f d.,`4o"-•- ---•� `'- e --." -r r � `e-. �40 �_-___I .�654X ,,` �� P � i I ! 1 � � � � � { -_ EX. U,hDERG,ROUI°JD 37_ ;�hh jr } j I { io I t�I� ELECTRIC- �` A ' �,tf,I f APPROX. LOC. EX. 6" STEEL HP • E �, � � ' I ( RGRDUND GAS LINA -- _ �R EG . - _ _ -, 1i f 3 - __ - `-` - `- -_ PROP, _ -_ '`�'A� 1 I 1�i{ 1 - - - __. t� G 'f Tit ' I } - ;r Jif fQ)1 �{ a RAIN -- 4 _ ----------- -- _ --� _... _ __ - _ -� , . . ---- UNDERDRAIN _ 38�° _ ( GEJ, WPR !` P, f _ J - - - - ~- _ TY . - _ / 6 - i P: ' - EX -E HYDRAIV � f - - -- _- ---- �_ 737 'j3� f I( [i#� , # {iI1I I� _-_ __. - -_ _ __ - - _ ATV PIV - 39 738 �a r i f 1 i - - - 745-- ,•---- __ _ _QHU� j f U i' P( 7( r� r{ f i I I Jd rn _.__-----�---_--_- -. -__ "----- - ROP CHAN L r•, - f LIN ..737.. -_ � ` "� -- .� ,.� � � `- ry- -- . _._ P NE - 738 • ,� J GAS PIPELINE EASEMENT � a j cn _ - --- _ _ - - fr`f� ITS,' P -OLE W/ UNDERDRAIN - r _E f " 1 �`140006318, _-_-.-._--- r - 739 ; r, f _�fN (T _ UVEIFIEAD - '- 1 / AP ` ---_.� P. I f r _ ,-. ,- - - _ -- - _ �-- d PROX. LOC. RELOCATED _ - -- --- --- -` -- -- `. , ..._ .._._ ---`� --- --.._ -" ~-- APPf2ax,--LOG. �" •^`� -•r-'� , I �/( 1 RELOCATED OVERHEAD . � / �' I � ! ! � OVERHEAD UTILITY BY OTHERS A1 y RS Of - . --- -- _ -- _ SIR - APPRax E E . LOC. a r 01! ( (I I -z -_ _ _ -- -� 10 CAS PIPELINEEASEMENT, UTILITY BY OTf-1 - -- - -�` - - APP1�'L' X 6'-- ®-- - _ RELOCATED ,-' { � �1 _ `- - - P -....._� SOC � Ham- .._ U LI.TY POLE a1 + 95 8�D I .A� -•-----.-.._,: e _.._ TI {� - � D 9 G _ -- - _v 25' ARE _ LrI�(C�C7U LIN BY OTHERS - - - -- _ - --- �.- - ._ - ---- - - - _ v _ _ _ _ _ _- - �------- _ _ -- � _ 1 t .9 _ - - - _ _ - - _ � � e- _ - _ - G - _ - _ � w ' A - G � _ -c_ - - - --� � _�. _ -_c_ - - , - G � - � � - 20' GAS PIPELINE EASEME�dT" - � - - - _ - �_i" 1 �a 'x J / - . s � ---- _ 1400 13 ---.- f __.. ..-�...,,--,._- G � -_..._.._rte ? � t 4. G- -. ._,, G 063 _ G--, -�,� � - � � ( �J Notes: ___ Y- _ _=-r __ -- A i. j 7 (,1I 7f jliifa i i cfj�i1 1. Existing topography shown is provided by VA Mapping and is dated November 2014. ( - _ - - -' - _ - - "` r ` s - - - - _-.- -- - � � � _� � = �- _1 �,A� PIS � � Y t 1 -� -�- / ( 20FC'.S.A, SAIV. S'EITE,4 EASEMENT - 0 CAS PIPELINE EAS EMI r - 1 / 2. A site visit on September 13, 2017 revealed that current existing conditions vary from the - Y - x x'� - x �� - _. I '�� L=470,999 R�=2J, 12632' a_ -� -- ( DB 923 PG' 1171 ----�" .. 0B 947 PG 74 J(- ( r e, .. �;.-._"V_ -.,,'`V', '`✓ Y--� � '"v -_,.� ___� ! I - X - y, -••-- ,.L'k X x---.� ..„, - x �.r x x X �� f = y ✓ r ( (' November 2014 survey used for the preparation of this plan. An existing trail, 15 culvert, f rip -rap slope, relocated frac tank and portable building were noted during the visit- ti `�✓�'V' E 3. The existing topography map has been approximately adjusted to show the location of x the existingculvert and approximate rade over the culvert from site visit photos. The r ' pp 9 p \ i d /• \ 1 ( f((! f! � f[(�fi(1 existing trail and rip -rap area have been added to the existing plans per aerial images '� x ( .� r ~' ti { ( ( ( } ( I ( ( I c from Google Earth. 1 ( 1 I I 4. Contractor must check ade in this area prior to start of construction. Contractor to notify l ' r -- �' 1 i ( t (( If E g p tv /s / - f r `'\ [ (j (df oengineer immediately of any discrepancies with the proposed plan and existing conditions _ - - _ '� - - - - - f / / ,� -� _ - - __ - y' J 1 ` ` I ( f (� (l (� j f (((jif o to ensure field adjustments will coincide with proposed plan intent- - - - - - - - _ _ - -- - -- - -- - - - - -...- - - - - _ j ' � a � °� `� � � iB (� ° f � � f � J { I r � f � j � � 20 10 0 20 40 0 5. Existing 15" HDPE culvert to be relocated to proposed location and extended as - - - - -- -- - - - - - - - - - - -- --- --•- ---• -- __ -. � - _ _ - _- - - - -- - - � �' f --'` � -- " 4 - -- - - _ _ ` ' -- � � t } � � (� � i � r I � i � � necessary with new pipe per proposed design. �c - _ - - - SCALE: 1 " = 20' 00 N kn L E j z CNY�.�j t�:7 SHEET 9 ell 17-27 0 + J>yr- s L gzy LL n .� Z 4-J r ja C 2 � t6 L C� EX. DIVERT TANK f l r I ) a 0, 000 GAL, y ,r f !� f�� l rf [� JOB #1317-5 !t CLOSED !DP 5D 50 t ! + y. + :c \ '1 \ 38 / B3�-~ '� I � Oil j � � ( as � 10' DIA. �r i - - '" j �� 38- 11 50 38sw t� \ I 1. September 22, 2017 i It EX GUY 1 ��, ( o � 3 I I I ; WIRE ('TYP.� -__ ,, r �•,� 20' '� '1 I i f r ' { ' f # t ! 1 P ! I 1 i r Permit Set _\ EX UNDERGROUND `. - EX. INF -�--� 382fi �' ' ' SO � � C � 1 l , � ,\ ` L L f , PROP. BULK rZ `-- _ _- T EPNDN ,� �` �X CGiN.RDL 1 (120000 GAr_..l ao 38s4 M f d j I -_ \ N THIO. TANK PROP. INFLUENT'+~ 389w r� I i I! r i 1 1; i r f j I BUILDING *HARD TDP-, CL ``--- - `_ _ r- - - T- - =rte -r--- -r- - -T- -r- _r- - _.�-.- --T- - r- ._ -T- _, " � 3 EX. GAS LINE MARKER J C - -T- -T -T- - _ -T- -- -T- - -T - -T- - - T-- - -.T- \ - (- ---r- s c FF ELEV:=733.27 29.7' x 24 -r EQ TANK �3a 66 _ l -- r (350,000 GAL.) PROP. I { I l I f i 1 1 EX HA,GHOLE ( 7 I) j 37X *HARD TOP* EG t I P ! I ' /� \ A EX. 12" RCP PROCESS � / 7�� 46.5 DIA. td PES � t r' r I , PROP. -s- - -s- - s s- - -s- - s- s- -"` s- - _s - _ -s_ - -s- _ -- 5 es- _ -s- - -s- - -s- -s! - -s ' _ - FF ELEV.-738.5 . ' �'I r' gs { ! CHANNEL WI UNDERDRAIN r EX. PROCESS MANHOLE - 1 S ! RIM = 737.60 EX PROCESS_ MANHOLE -+I f j i r I INV: IN 12 RC P(E) = 732, 90 / EX PROCESS MANHOLE ------'1'1S1 U �I - 741.0 r, RIM - 738. D4 �r # i # 1 t Q d INV STR. = 734.44 _ --_ --� �X rjNV. OUT 12 RCP(NW) = 732.5 4 \ EX. Iki PUMPS 2f; 1 J i i j J ' r I j 1 (( 0 1 NB 521 r PG 723 oc f I ? ; 1 :ZONE. RA USE. VACANT a . EG INV: STR, = ,x32.9 , BUILDING � d � I � t ' � I a� I ! INV. 12 RCP(W) = 7J4,22 ` l ELEV. - 73&..34 38- _ I I { JOHN C. RUSSELL, JR., ET UX r + f d.,`4o"-•- ---•� `'- e --." -r r � `e-. �40 �_-___I .�654X ,,` �� P � i I ! 1 � � � � � { -_ EX. U,hDERG,ROUI°JD 37_ ;�hh jr } j I { io I t�I� ELECTRIC- �` A ' �,tf,I f APPROX. LOC. EX. 6" STEEL HP • E �, � � ' I ( RGRDUND GAS LINA -- _ �R EG . - _ _ -, 1i f 3 - __ - `-` - `- -_ PROP, _ -_ '`�'A� 1 I 1�i{ 1 - - - __. t� G 'f Tit ' I } - ;r Jif fQ)1 �{ a RAIN -- 4 _ ----------- -- _ --� _... _ __ - _ -� , . . ---- UNDERDRAIN _ 38�° _ ( GEJ, WPR !` P, f _ J - - - - ~- _ TY . - _ / 6 - i P: ' - EX -E HYDRAIV � f - - -- _- ---- �_ 737 'j3� f I( [i#� , # {iI1I I� _-_ __. - -_ _ __ - - _ ATV PIV - 39 738 �a r i f 1 i - - - 745-- ,•---- __ _ _QHU� j f U i' P( 7( r� r{ f i I I Jd rn _.__-----�---_--_- -. -__ "----- - ROP CHAN L r•, - f LIN ..737.. -_ � ` "� -- .� ,.� � � `- ry- -- . _._ P NE - 738 • ,� J GAS PIPELINE EASEMENT � a j cn _ - --- _ _ - - fr`f� ITS,' P -OLE W/ UNDERDRAIN - r _E f " 1 �`140006318, _-_-.-._--- r - 739 ; r, f _�fN (T _ UVEIFIEAD - '- 1 / AP ` ---_.� P. I f r _ ,-. ,- - - _ -- - _ �-- d PROX. LOC. RELOCATED _ - -- --- --- -` -- -- `. , ..._ .._._ ---`� --- --.._ -" ~-- APPf2ax,--LOG. �" •^`� -•r-'� , I �/( 1 RELOCATED OVERHEAD . � / �' I � ! ! � OVERHEAD UTILITY BY OTHERS A1 y RS Of - . --- -- _ -- _ SIR - APPRax E E . LOC. a r 01! ( (I I -z -_ _ _ -- -� 10 CAS PIPELINEEASEMENT, UTILITY BY OTf-1 - -- - -�` - - APP1�'L' X 6'-- ®-- - _ RELOCATED ,-' { � �1 _ `- - - P -....._� SOC � Ham- .._ U LI.TY POLE a1 + 95 8�D I .A� -•-----.-.._,: e _.._ TI {� - � D 9 G _ -- - _v 25' ARE _ LrI�(C�C7U LIN BY OTHERS - - - -- _ - --- �.- - ._ - ---- - - - _ v _ _ _ _ _ _- - �------- _ _ -- � _ 1 t .9 _ - - - _ _ - - _ � � e- _ - _ - G - _ - _ � w ' A - G � _ -c_ - - - --� � _�. _ -_c_ - - , - G � - � � - 20' GAS PIPELINE EASEME�dT" - � - - - _ - �_i" 1 �a 'x J / - . s � ---- _ 1400 13 ---.- f __.. ..-�...,,--,._- G � -_..._.._rte ? � t 4. G- -. ._,, G 063 _ G--, -�,� � - � � ( �J Notes: ___ Y- _ _=-r __ -- A i. j 7 (,1I 7f jliifa i i cfj�i1 1. Existing topography shown is provided by VA Mapping and is dated November 2014. ( - _ - - -' - _ - - "` r ` s - - - - _-.- -- - � � � _� � = �- _1 �,A� PIS � � Y t 1 -� -�- / ( 20FC'.S.A, SAIV. S'EITE,4 EASEMENT - 0 CAS PIPELINE EAS EMI r - 1 / 2. A site visit on September 13, 2017 revealed that current existing conditions vary from the - Y - x x'� - x �� - _. I '�� L=470,999 R�=2J, 12632' a_ -� -- ( DB 923 PG' 1171 ----�" .. 0B 947 PG 74 J(- ( r e, .. �;.-._"V_ -.,,'`V', '`✓ Y--� � '"v -_,.� ___� ! I - X - y, -••-- ,.L'k X x---.� ..„, - x �.r x x X �� f = y ✓ r ( (' November 2014 survey used for the preparation of this plan. An existing trail, 15 culvert, f rip -rap slope, relocated frac tank and portable building were noted during the visit- ti `�✓�'V' E 3. The existing topography map has been approximately adjusted to show the location of x the existingculvert and approximate rade over the culvert from site visit photos. The r ' pp 9 p \ i d /• \ 1 ( f((! f! � f[(�fi(1 existing trail and rip -rap area have been added to the existing plans per aerial images '� x ( .� r ~' ti { ( ( ( } ( I ( ( I c from Google Earth. 1 ( 1 I I 4. Contractor must check ade in this area prior to start of construction. Contractor to notify l ' r -- �' 1 i ( t (( If E g p tv /s / - f r `'\ [ (j (df oengineer immediately of any discrepancies with the proposed plan and existing conditions _ - - _ '� - - - - - f / / ,� -� _ - - __ - y' J 1 ` ` I ( f (� (l (� j f (((jif o to ensure field adjustments will coincide with proposed plan intent- - - - - - - - _ _ - -- - -- - -- - - - - -...- - - - - _ j ' � a � °� `� � � iB (� ° f � � f � J { I r � f � j � � 20 10 0 20 40 0 5. Existing 15" HDPE culvert to be relocated to proposed location and extended as - - - - -- -- - - - - - - - - - - -- --- --•- ---• -- __ -. � - _ _ - _- - - - -- - - � �' f --'` � -- " 4 - -- - - _ _ ` ' -- � � t } � � (� � i � r I � i � � necessary with new pipe per proposed design. �c - _ - - - SCALE: 1 " = 20' REVISIONS:. 1 - 09-28-2017 H Oy; r,l RAN Y L. EPLER Lic. No. 32809 A _ANAL _ SCALE: 1" = 20' DESIGNED 94 LO gg!r k_r) n� E � r j z CNY�.�j t�:7 SHEET 9 ell 17-27 Ao s L gzy LL REVISIONS:. 1 - 09-28-2017 H Oy; r,l RAN Y L. EPLER Lic. No. 32809 A _ANAL _ SCALE: 1" = 20' DESIGNED BY: KAS FILE NO. 2247D SHEET 9 OF -11 17-27 0 CL 0 0 (1) d) 3: 0 N 0 a) J0 C 'W1111 I 2 0 0 N, Z-1 C3 "V, M A\ ON D EX. P A 5-11) STUDY POINT #1 % 730 N'� 7i _5 F _0 Fi I q! qp ........... T— —T- -T 7) —S — — — S — — — S_ S2, TG FLOAt----� _-AREA I QHU D.A.=2.586ACRES CN 87 'kA ­75077�= -_M= 2�' M _Z_ G— — — _7� F_ A ------ 'UNIPIM:11111!i� -I%v , � � 'T' � � - - - . . . ' . - � , � 1, 1 '' ,, , ?0�111'1 , A o Ole— J —Z =-7,50 _Z 74.5- 7M.- -7-- 7= Z_: SWM LEGEND SITE BOUNDARY DRAINAGE AREA LABELS DRAINAGE DIVIDES SITE AREA DETAINED B SWM 7- PRE -DEVELOPMENT SWM DRAINAGE DIVIDE MAP N 1 . Overview C3 cn' C3 \,\A -S C3 _ZZ", V, 4h N\ of EX, PC -4 . V, N \X N X A STUDY POI N T #1-' SWM FACILITY 67 C (DRY DETENTION 173-5 AREA 2' D.A,=0.197ACRES., CN = 84 UNDETAINED U-7 fill" 3. 111 il T— M P1 M.14 �AIN S—' —s— AR DETAINED Pik, D.A. 2.395 ACRES CN 88 7_55 f I J —755- 17. &A Iu' 7 _A� 7— _a _Z_ _7777-17 The project development will consist of the expansion of the current onsite waste water treatment facility which includes an additional gravel af ea for access, proposed waste water treatment building, bulk tank, influent tank and SWM facility. The property is zoned M2 and is located off Route 11, south of Winchester, in Frederick County, Virginia- The disturbed area is under I acre. 2. Water Quantity Control (SWM) An SWM facility that is a dry detention basin with a gabion weir wall is proposed to safisfV water quantity requirements of channel and flood protection, The I year storm eventlVill be controlled by the runoff flow through the gablon weir wall. The 10-ycar storm event vAll be controlled by the runoff flow through and over the gabionweir wall. 2_1 Channel Protection To meet channel protection requirements the Energy Balance Equation, from 9VAC25- 870-66-B-3, was used to evaluate the study point. The proposed IYR 24 HR storm event was reduced below the required maximum peak flow rate as determined by the Energy Balance Equation and no additional downstream analysis is necessary. 1YR Storm Event DA RegWred Peak Flow Post -development Peak Flow Study Point 41 3.56 cfs 3.48 cfs 2.2 Flood Protection To meet flood protection. requirements of 9VAC25-870-66-C-2-b the post -development peak flow rate for the I OYR 24HR storm event was reduced to below predevelopment peak flow rates and no additional downstream analysis is necessary. 10YR Storm Event DA Pre -development Peak Flow Post -development Peak Flow Study Point 91 10.46 cfs 10.27 cfs 3. Summary The storm water requirements (channel and flood protection) were met by the proposed SWM facility (dry detention basin). HydroCAD soffivare version 10 build 20 was used to route the stormwater management facility to verify SWM requirements were met. POST -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 50 25 0 50 100 SCALE: 1 " = 50' JOB # 1317-8 September 22, 2017 Permit Set %M E 17 V 00 X 64 Q R >� _Z V TML Z c C 0 CP LLI 0 Z LL REVISIONS: H GIk RAC L" EPLER L i c. N o. 3 2 8 0 9 k t SCALE: 1" 0 DESIGNED BY. KAS FILE NO. Z SHEET 10 OF,11 17-27 < Z co LA 0 Z W 0 > 65 C) < Z Z 0 W 0 ry 0 + & W 61"o < U W 0) Q W W U W F_ L_ LL U) JOB # 1317-8 September 22, 2017 Permit Set %M E 17 V 00 X 64 Q R >� _Z V TML Z c C 0 CP LLI 0 Z LL REVISIONS: H GIk RAC L" EPLER L i c. N o. 3 2 8 0 9 k t SCALE: 1" = 50' DESIGNED BY. KAS FILE NO. 2247D SHEET 10 OF,11 17-27 co LA 0 C 65 s, 10; + & 61"o U 0) In A= C%j t5 U 0-) LO L_ tu JOB # 1317-8 September 22, 2017 Permit Set %M E 17 V 00 X 64 Q R >� _Z V TML Z c C 0 CP LLI 0 Z LL REVISIONS: H GIk RAC L" EPLER L i c. N o. 3 2 8 0 9 k t SCALE: 1" = 50' DESIGNED BY. KAS FILE NO. 2247D SHEET 10 OF,11 17-27 U LL En Ci. 45 L) c 0 c rn cls N V C LI) L" a v N a ate.+ 0 =I C C6 c u E c7D E u 0 a a� m RECOMMENDED MINIMUM TRENCH WIDTHS NOTES: PIPE DIAM. MIN. TRENCH WIDTH 4" 21' (106mm) (SUrwn) 6' 23' (150mm) 158411an r 26' (200mm) (5131DIVIM) 10" 28' 250mm (711mm `12" 30' (300mm) (752mm) 15` 34' (375mm) (W4mm) 16, 39. (450mm) (991mm) 24' 48' (SDDmm) (1219mm) 30' 56" 50mm) 1422mm 36' 84w ($00mm) (1628mm) 42" 72" 4050nn) 0829mm) 48' $D' (12ONW) (2032mm) 60" 96' (150orm) (N38mm) 1, ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION, WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUrrABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTExTILE MATERIA 4, BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4''(100mm) FOR 4"-2,r (I00mmjeWm y 5' (150mm} FOR 30'-60" (750mm-1500mmj 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE GLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6' ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION MINIMUM RECOMMENDED COVER BATHED ON VEHICLE LOADING CONDITIONS"' *VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER "SEE BACKFILL REQUIREMENTS IN NOTE 6, MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS PIPE DIAM. SURFACE LIVE LOADING CONDITION PIPE DIAM.Fi-25 CLASS 111 HEA 5TR ION (75T AXLE LAOD) 12'-48" 12" 48' (300mm-120(knm) (305mm) (1219mm) 9D" 24" W (1500mm) (810mm) (1524mm) *VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER "SEE BACKFILL REQUIREMENTS IN NOTE 6, MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS PIPE DIAM. CLASS I CLASS II CLASS 111 COMPACTED DUMPED 95% 80% 95% UNIT WEIG14T OF SOIL (YS) = 12D PCF 4" 34 15 23 15 17 (104mm) (10.4m) (4.9m) (7Am) (4.9m) (5.2m) 8" 40 19 27 19 20 150mm) (122m) 5.8m .2m (5,8m) (6.1m 8" 30 14 29 14 15 (200mm) (9.1m) 4.3m .4m) 4.3m) (4.6m 10" 34 16 23 18 17 WOm) IOAm (4,9rr1) (7.0m) 4.9m) (5.2m 12' 35 17 24 17 18 300mm 10.7m) (52m) yam 5.2m) GM Ira' 37 18 25 18 is (376m) (11.3m) (5.5m) VAN) (6.5m) (5.8m) 18' 32 15 22 15 18 (45flmm) (9:8m) (4.5m) (6.7m) (4.6m) (4.9m) 24" 27 13 19 13 14 (500mm) (8.2m) (4Am) (6.8m) (4.(km) (#.am) 30" 22 11 16 11 11 (750mm) (6.7m) (3Am) (4.9m) (3.4m) (3Am) 35" 29 12 18 12 13 (800mm) V-91711) (3.7m) (5.5m) (3.7m) (4.0m) 42" 24 11 17 11 12 (1 D50-) (7.3m) 1 (3.4m) (5-2m) ($Am) (3.7m) 46' 23 1118 11 12 (120Dmm) (7.01711)(3Am) (4.9m) (3.4m) (3.7m) 80" 26 1218 12 13 V 5001m) (7.9m) .7m) (5.5m) 3.7m 4.0m NOTE: INJECTION MOLDED FCTTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND BELLBELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN: SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. _ 7ND CAP - - N IN EERS FINISHED E INSFIdT INl 15CI °- - HDPE PIPE "P)INdECTIUN MOLDED INT TEE 2 FmATnNauPDATESANDRENmED TJR M-1118 OX"NAMINC, REV. DESCMIRTION BY MNVDDR+Y CHIRI ADVANCED DRAINAGE SMEMS, INC ADS HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS THIS o.,.... ICl4C DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN 091644 SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIPEID THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS ROOF DRMN 4MOTRUEMANBLVD PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL (TEE ,CLEANOUT) HILULM D, OHIO 43M REVIEW THESE DETAILS PRIOR TO CONSMUCTION. IT IS THE RESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS' r PROVIDED HEREIN MEETS OR EXCEEDS THE R NATIONAL, NTS ER EAP LJCAI3LE TIONA,L STA OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE TE, ENTS ADYM1Cm rxcuruse srsTeAl� rx� DETAILS PROVIDED HEREIN ARE ACCEPrAE3LE FOR THIS PROJECT, DRAWINGNUMBER: STD -1002 1OF1 CHANNEL COMPUTATIONS FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, S. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE- ADDITIONAL COVER MAY BE REQUIRED TO THE FOLLOWING ASSUMPTIONS - PREVENT FLOTATION. FOR TRAFFic APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE NO HYDROSTATIC PRESSURE, AND 24' OF COVER FOR 80' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE UNIT WEIG14T OF SOIL (YS) = 12D PCF PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET Velocity V2 Q10 (FT./S) (CFS) OF COVER, EMBEDMENT OF THE PIPE SHALL BE USI NO ONLY A MASS I OR CLASS II BACKFILL. + A mED CLASS a mAx CaincoLul►r� RA 01127117 D M1iADB,ING REV. OEWMPfION Blf MwanNY CHK'D YVANCED PRAV"E SYSTEMS, INC. TADS') :IAS PREPARED THIS DETAM_ BASED ON INFORMATION PROVIDED TOADS. THIS DRMING IS Gravel No 57 3.04 1.77 4.15 0.29 TM (ENDED TO DEPICT THE COMPONENTS AS REQUESTED. AD$ HAS NOT PERFORMED ANY ENOINEERIM OR.DESIGN SERVICES FOR TNI$ IRREGULAR Vertical IWECT, NCR HAS ADS INDEPENDENTLY VERIFIEDTHE(NFOR04ATXDN SUPPLIEM THE INSTALLATION DETAILS PROVIDED HERE#N ARE TM gwmj,ATw 4540 TRUEMAN BLVD COMMENDATIONS AND ARE NOT SPECIFIC FORTHS PRwECr. THE DESIGN ENGINEERSd4ALLREVIEW THESE DETAILS PRIORTO,�,�,� ( POM) HILLIARD, OHIO 43D25 )NBTE crioN. D S THE DESIGN ENGINEERS PisvON'$IBILIIY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OREXCEEDSTHE TRAPEZOIDAL • 'PLICASLE NATIONAL., STATE, OR LOCAL_ FIECOREMENTS AND TOENSURE THAT THE GETAU PRWO50 HEREIN ARE ACCEPTABLE FOR THIS 3.0 uArArmefl oa Haas uyunmm "a OJECT. DRAWINONUMBER: STD -101A � NOTE: INJECTION MOLDED FCTTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND BELLBELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN: SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. _ 7ND CAP - - N IN EERS FINISHED E INSFIdT INl 15CI °- - HDPE PIPE "P)INdECTIUN MOLDED INT TEE 2 FmATnNauPDATESANDRENmED TJR M-1118 OX"NAMINC, REV. DESCMIRTION BY MNVDDR+Y CHIRI ADVANCED DRAINAGE SMEMS, INC ADS HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS THIS o.,.... ICl4C DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN 091644 SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIPEID THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS ROOF DRMN 4MOTRUEMANBLVD PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL (TEE ,CLEANOUT) HILULM D, OHIO 43M REVIEW THESE DETAILS PRIOR TO CONSMUCTION. IT IS THE RESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS' r PROVIDED HEREIN MEETS OR EXCEEDS THE R NATIONAL, NTS ER EAP LJCAI3LE TIONA,L STA OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE TE, ENTS ADYM1Cm rxcuruse srsTeAl� rx� DETAILS PROVIDED HEREIN ARE ACCEPrAE3LE FOR THIS PROJECT, DRAWINGNUMBER: STD -1002 1OF1 CHANNEL COMPUTATIONS CROSS SECTION STA TO STA NUMBER CHANNEL INPUT RESULTS Z TYPE SIDE SLOPE SIDE SLOPE BOTTOM WIDTH (FT.) SLOPE MANNING'S (%) n CHANNEL 42 LINING (CFS) Velocity V2 Q10 (FT./S) (CFS) DEPTH D10 (FT.) A TRAPEZOIDAL 30:1 2:1 3.0 1,5% 0,035 Gravel No 57 3.04 1.77 4.15 0.29 B IRREGULAR Vertical 2:1 3.0 0.5% 0.035 Gravel No 57 4,05 1.84 5.52 0.73 C TRAPEZOIDAL 4.5:1 2:1 3.0 9.9% 0.035 Gravel No 57 4.35 4.59 5.93 0.30 D TRAPEZOIDAL 3:1 3:1 3.0 13.2% 0,035 Gravel No 57 4,76 5,26 6.50 0.29 E RECTANGULAR Vertical Vertical 3.0 10.4% 0.038 Rip -Rap Cl. 1A 3.17 3.05 9.57 1 0.24 W x A- (a w 10 0 07 LL1 0 1 Z 0 y UL m REVISION. TH OP RAN L. EPLER L.iG. N0.32809 -, 0 3� L-> QIONAL SCALE: AS SHOWN DESIGNED BY: KAS FILE NO. 2247D SHEET 11 OF -11 17-27 Notes: 1. FHWA Hydraulic Toolbox 4,1 software used to generate channel computation results. 2. North American Green Erosion Control Materials Design Software used to generate channel computation with special lining. 3. RIP -RAP sizing based on VDOT method (FHWA HEC -11) on VDOT form 76-4. TOP=728.00 GABION PROPOSED BASKET GRADE- A 5' MI TW=726.30 1 BW=723.80 ' TW=726,30 S-5 1 2' L_ ---.-f----- 0.5r � GABION FRONT VIEW �GABION BASKET BASKET (2 x3) 2.5' PROPOSED BW=723.80 GRADE URIED DEPTH 0.5" SWM FACILITY 7: RIP -RAP APRON NON -WOVEN GEOTEXTILE SIDE VIEW FABRIC NOTE: GABION STONE SIZE 4"-8" (AVERAGE 6") PROPOSED GRADE GABION WEIR (SWM FACILITY OUTFALL NOT TO SCALE 91 { _ GABION v I L r BASKET 31r (2'x 3') I` NON -WOVEN -1 GEOTEXTILE` jf 1.25' FABRIC - I 4" PERFORATED CLEAN WASHED UNDERDRAIN 3" BEDDING GRAVEL (#57 STONE) SECTION VIEW NOTE: GABION STONE SIZE 4"-8" (AVERAGE 6") GABION WALL CHANNEL NOT TO SCALE TYPICAL CONCRETE PAVEMENT SECTION NOT TO SCALE OVERHEAD DOOR (10'x15' ST00P) PAVEMENT `7 8" 4,000 PSI REINFORCED CONCRETE WITH 6x6W2.9I2.9 WWM 8" SUBBASE VDOT STD. 218 U III COMPACTED SUBGRADE 1TI-TIT-T I I -I I I�I I(-1 I I_ 11 II I LY I (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. WIDTH VARIES SEE SITE PLAN 6x6W2.9/2.9 WWM -2% til /% COMPACTED SUBGRADE /% / %�> (COMPACTED TO 95% DENSITY AT OPTIMUM 4" SUBBASE (21-A STONE) MOISTURE CONTENT 4" 4000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) 5'x5' STOOP AREA CONCRETE SIDEWALK 11/11/15 N.T.S. VER 1 Z ZZ \ `11 i I 16" VDOT 21 B AGG Mx COMPACTEDB D SU GRADE (COMPACTED TO 95 /m DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) NOTE: FOR ADDITIONAL BEARING CAPACITY WITHIN HEAVY USE AREAS, SUBGRADE MAY BE MODIFIED WITH THE APPLICATION 6" OF CEMENT TREATED SELECT MATERIAL AS SPECIFIED BY THE OWNER. IMPERVIOUS GRAVEL YARD AREA -+ PAVEMENT SECTION 10/15 N.T.S. VER 1 _._ IIEX GRADE-,____ ....... 0+00 0+10 0+20 0+30 SECTION 'A -A' H: 1" = 10' V: 1" =5' 0+40 0+00 0+10 0+00 0+10 0+20 0+30 SECTION '13-B' H: 1" = 10' V: 1" =5' 0+20 0+30 0+40 0+50 SECTION 'D -D' H:1"=10' V: 1" =5' 0+40 0+50 0+00 740 EX. GRADE --,,740 1 OY R WSE 34 73 735 735 PROP. i GRADE' 4" PERFORATED I _ I PIPE: 730 i _ _ -- 7301 0+00 0+10 0+20 0+30 0+40 SECTION 'C -C' H:1"=10' V: 1" =5' 0+10 0+20 SECTION 'E -E' H: 1" = 10' V: 1 " =5' _: • PROP.GkADE WEIR WALL OUTSIDE TOP=726.30 GABION GABION WALLi 725 Fir mm PROP. R•• .. GABION 715 0+00 0+30 FT LO �111. LO I I L3J J U In 0+10 0+20 0+30 0+40 SECTION 'F -F' Ln H: 1"=10' 10 0 10 20 V: 1" =5` SCALE: 1 " = 10' 745 745 740 GR DE 740 OF Ln toms 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PROPOSED CHANNEL PROFILE TO PROPOSED SWM FACILITY Ln H: 1" = 50' V: I"= 51 50 25 0 50 100 SCALE: 1" = 50' %V 4```'-• 0 Q Z W V�" r1 leeleell- (Z Z ) a 11E IleW co lee- Z)i O-.111LL Illeelleelle 0O O W W Se W W W W Of F- U - U) ul - • L r`E O ,N 0 1C may. f11 C o n CL 0 CVcc -I- 0 >0 c 04 V r N co JOB # 1317-8 September 22, 2017 Permit Set �yZ 0N� `y 41°D O H C N U C C W x A- (a w 10 0 07 LL1 0 1 Z 0 y UL m REVISION. TH OP RAN L. EPLER L.iG. N0.32809 -, 0 3� L-> QIONAL SCALE: AS SHOWN DESIGNED BY: KAS FILE NO. 2247D SHEET 11 OF -11 17-27