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WPO201700056 VSMP - SWPPP WPO VSMP 2018-06-27
SPRINGHILL/TOWNPLACE SUITES STORMWATER POLLUTION PREVENTION PLAN And POLLUTION PREVENTION PLAN March 2,2018 Project Name: SPRINGHILL/TOWNPLACE SUITES Owner/Operator: STCVILLE Hotel,Inc. 5920 South Miami Blvd. Morrisville NC,27560 434-385-2010 Project Location: Latitude 38.071507 Longitude -78.481431 Located off of Route 29,adjacent to Penske Truck Rental, Fairfield Inn&Suites,and Food Lion 1309 Seminole Trail County of Albemarle,Virginia (See USGS General Location Maps on following pages) Project STCVILLE Hotel Inc. Construction Attn.Mark Dowdy Manager: 1420 Lee Jackson Highway Lynchburg,Virginia 24503 434-385-2010 RLD: Jim Taggart Professional Engineer,No.22841 Responsible for construction and final stabilization of facility and implementation/updates of SWPPP. Project Roudabush,Gale,&Associates INC. Designer: 172 South Pantops Drive Charlottesville,Virginia 22902 434-979-8121 Ext. 140 Responsible for site plan,Erosion Control and Stormwater APPROVED Management Plan preparation and design and SWPPP inspections. by the Albemarle County SWPPP Roudabush,Gale,&Associates INC. Community Development Department Preparer and 172 South Pantops Drive Date 0 d J_?/ ,7 Contact: Charlottesville,Virginia 22902 434-979-8121 Ext. 140 File NCn Q po` � Responsible for preparation of the SWPPP/PPP and inspections. VA62,(010 Pollution Prevention Team: The pollution prevention team is responsible for assisting the facility in developing,implementing,maintaining,and revising the facility's SWPPP. Jim Taggart Professional Engineer,No.22841 David Robinson Professional Engineer,No.56760 Nicole Jamison B.S.Natural Resource Management,RLD05933 Dustin Greene Engineer in Training To contact any member of the Pollution Prevention Team,call Roudabush,Gale,and Associates at 434-979-8121.Ext. 140 SWPPP Availability: The Stormwater Pollution Prevention Plan,a copy of the VPDES permit,construction plans,and other materials referenced in this plan shall be retained at the project location, 1309 Seminole Trail, Charlottesville VA 22901.Contact Roudabush,Gale,and Associates at 434-979-8121.Ext. 140 with questions. oti rr SPRINGHILL/TOWNPLACE SUITES STORMWATER POLLUTION PREVENTION PLAN And POLLUTION PREVENTION PLAN March 2,2018 Project Name: SPRINGHILL/TOWNPLACE SUITES Owner/Operator: STCVILLE Hotel, Inc. APPROVED 5920 South Miami Blvd. by the Albemarle y Morrisville NC, 27560 /� titt 434-385-2010 06 Z 7� /r Fie x/00 Z c.7// - O"o.r6 Project Location: Latitude 38.071507 Longitude -78.481431 Located off of Route 29, adjacent to Penske Truck Rental, Fairfield Inn& Suites, and Food Lion 1309 Seminole Trail County of Albemarle, Virginia (See USGS General Location Maps on following pages) Description: (Purpose and Type of Soil Disturbing Activities) The project consists of the construction of a 192 room hotel with associated parking, private sanitary, and public storm sewer and water. Soil disturbing activities will include: clearing and grubbing, installing erosion and sediment control devices, grading, fine excavation for storm water management facilities, storm sewer and utilities, construction of buildings, roads, and preparation for final stabilization and seeding. No industrial activities are proposed for this site. Project Start Date: June 01, 2018 Anticipated Project Completion Date: June 01, 2019 1N3Wd013A30 AIIN(1WW00 81011. 2 lic1V G3A13OM1 Project STCVILLE Hotel Inc. Construction Attn.Mark Dowdy Manager: 1420 Lee Jackson Highway Lynchburg,Virginia 24503 434-385-2010 RLD: Jim Taggart Professional Engineer,No.22841 Responsible for construction and final stabilization of facility and implementation/updates of SWPPP. Project Roudabush,Gale,&Associates INC. Designer: 172 South Pantops Drive Charlottesville,Virginia 22902 434-979-8121 Ext. 140 Responsible for site plan,Erosion Control and Stormwater Management Plan preparation and design and SWPPP inspections. SWPPP Roudabush,Gale,&Associates INC. Preparer and 172 South Pantops Drive Contact: Charlottesville,Virginia 22902 434-979-8121 Ext. 140 Responsible for preparation of the SWPPP/PPP and inspections. Pollution Prevention Team: The pollution prevention team is responsible for assisting the facility in developing,implementing,maintaining,and revising the facility's SWPPP. Jim Taggart Professional Engineer,No.22841 David Robinson Professional Engineer,No.56760 Nicole Jamison B.S.Natural Resource Management,RLD05933 Dustin Greene Engineer in Training To contact any member of the Pollution Prevention Team,call Roudabush,Gale,and Associates at 434- 979-8121.Ext.140 SWPPP Availability: The Stormwater Pollution Prevention Plan,a copy of the VPDES permit, construction plans,and other materials referenced in this plan shall be retained at the project location, 1309 Seminole Trail,Charlottesville VA 22901.Contact Roudabush,Gale,and Associates at 434-979- 8121.Ext.140 with questions. Runoff Coefficient: A CN value of 94 was obtained for the new portion of construction. Site Area: The total permitted site area is 3.73 acres and the estimated area to be disturbed is 3.73 acres. Site Map: A site map/vicinity map is provided in the"Final Site Plan"for the development. Description of Information on existing vegetation,tree preservation and plantings Existing is provided in the"Final Site Plan"for the development. Vegetation: Sequence of Major Activities: L Install temporary construction entrances. 8. Ensure sediment traps are functional. 2. Install perimeter erosion control devices. 9. Complete remainder of site construction. 3. Clearing and grubbing. 10. Remove any temporary 4. Create temporary diversions. structures,remove silt fence, 5. Install sediment traps as necessary. 14.Stabilize entire site and 6. Perform final site grading. demobilize 7. Temporary Seed and mulch as necessary. Name of Receiving Waters: Rivanna(HUCO2080204)-4th level HUC DEQ staff has determined that the proposed land-disturbing activity will discharge to a surface water identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of the general permit for(i) sediment or a sediment-related parameter or(ii)nutrients.Therefore,the following general permit(Part I.B.4)and SWPPP requirements(Part II.A.5)must be implemented for the land-disturbing activity: • 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. • Nutrients(e.g.fertilizers)shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events. • Inspections shall be conducted at a frequency of(i)at least once every four(4)business days or(ii)at least once every five(5)business days and no later than 48 hours following a measurable storm event.In the event that a measurable storm event occurs when there are more than 48 hours between business days,the inspection shall be conducted on the next business day. • Representative inspections used by utility line installation,pipeline construction,or other similar linear construction activities shall inspect all outfalls. Special Conditions Related to TMDLs: DEQ2014 Impaired Waters Category 4 & 5 by Impaired Area ID* James River Basin Cause Group Code:H28R-03-BAC-Meadow Creek Location: Creek. Creek from where it becomes a perennial stream downstream to its confluence with Moores Creek.(Start Mile:4.98 End Mile:0.00 Total Impaired Size:4.98 Miles) CltylCounty Albemarle Co.,Charlottesville City Use(s): Recreation Causes)I Escherichia coli/4A.Fecal Coliform/4A VA Category: 1011001 This segment is impaired due to violations of the e-coii bacteria WQS at station:2-MW0000.60(9 violations of 21 samples for e-coli).Initial Listing Date:2002.This segment is included in the EPA approved Meadow Creek bacteria TMDL Federal TMDL ID#35779. Cabs. Cause CycN TIADL •ssesemess Unit Water name Location Description Category Name Feat ScMdule Sia Listed Meadow Creek from wlere it becomes a Eso'rerichna VAV-H28R MWCOIA00 Meadow Creek perennial stream downstream to as 4A coil 2008 20014 4 98 confluence wdh the Rwarna River Meadow Creek Estuary Reservoir River (sq.miles) (acres) (miles) Impaired area ID:VAV-H28R-03 Escherichia coli/4A 4_98 Total impaired size by water type: Recreation Assessment Una Water name Location Descrlpnon Cause Cause YOMt TMDL Size Category Name Listed Schedule Meadow Creek from where it becomes a fecal VAV-H28R_MWCOiAO0 Meadow Creak perennial stream doumatrean to lin 4A Coliform 2002 20i4 4.86 confluence with the Stratton River. Impaired area ID:VAV•H28R-03 Estuary Reservoir River (sq.miles) (acres) (miles) Recreation Fecal Coliform/4A 498 Total impaired size by water type: Sources: • Municipal(Urbanized High Density Area) • Non-Point Source • Wildlife Other than Waterfowl Narrative descriptions,location and city/county describe the entire extent of the impairment.Sizes may not represent the total size of the impairment. oDEQ 2014 Impaired %N.�� ', ;��: ;';�.��; Category 4 & 5 by Impaired Area ID* James River Basin Cause Group Code:H28R-05-BEN-Meadow Creek Meadow Creek from where it becomes a perennial stream downstream to its confluence with Moores Location: Creek.(Start Mile:4.98 End Mile:0.00 Total Impaired Size:4.98 Miles) City/County Albemarle Co..Charlottesville City Use(s): Aquatic Life Cause(s)/ Benthic-Macroinvertebrate Bioassessments/5A VA Category: This segment is impaired due to violations of the General Standard for Benthics at station:2-MWC000,60(Impaired for VSCI) and 2-MWC-MWC03-SW(Impaired for VSCI).Initial Listing Date:2006. Cycle T OL Assessment Unit Water name Location Description category Cause Name First Schedule Size Listed Meadow Creek from where it :becomes a perennial stream Benthia VAV-1128R_MWC01 A00 Meadow Creek downstream to its confluence 5A Macroinvertebrate 2006 2018 4.98 with the Rivanna River Bioassessments Meadow Creek Estuary Reservoir River (sq.miles) (acres) (miles) Impaired area ID:VAV-H28R-03 Benthic-Macroinvertebrate Bioassessments/5A 4.98 Total impaired size by water type: Aquatic Life Sources: 1/18801 • Non-Point Source Narrative descriptions,location and city/county describe the entire extent of the impairment.Sizes may not represent the Iotasize of the impairment. ..DFx) 2014 Impaired Category 4 & 5 by Impaired Area ID* t)l \l.Il'i James River Basin Cause Group Code:H29R-03-BAC-Buck Island Creek Location: Buck Island Creek from the headwaters downstream to its confluence with the Rivanna River.(Start Mile: 9.17 End Mile:0.00 Total Impaired Size:9.17 Miles) City/County Albemarle Co. Use(s): ' Recreation Cause(s)/ Escherichia coli/5A VA Category: This segment is impaired due to violations of the e-coli bacteria WQS at station:2-BID002.11(2 violations of 12 samples for e- coli)and 2-BID005.83(6 violations of 9 samples for e-coli in 2012,no new data in 2014).Initial Listing Date:2008. Cause Cause Cycle TMDL Assessment Unit Water name Location Description Category Name ,, First schedule Site ustea Buck Island Creek frothe headwaters VAV-H29R BID02Ag0 Buck Island Creek tlownstmream to the 5 mile upper limit of the 6A Escherichia 2006 2020 6.61 PWS designation for the Lake Monticello cob Service Authority Public Water Intake Buck Island Creek Estuary Reservoir River (sq.miles) (acres) (miles) Impaired area ID:VAV-H28R-03 Escherichia coli/5A 6.51 Total impaired size by water type: Recreation Sources: 41111.00 • Agriculture • Non-Point Source • Wildlife Other than Waterfowl •Narrative descriptions,location and city/county describe the entire extent of the impairment.Sizes may not represent the total size of the impairment. Above sources have been identified by DEQ. Historic Districts The image(right)is compiled from GIS information mm ' � j ��.4, '"Z ' `'\ obtained from the County of Albemarle and Virginia �`� a� 'i Department of Historic Resources(DHR).Properties that E•," ,� fir+ are located within historic districts may be subject to 4 : / rc certain development restrictions which can be found at: ... � ,,,,>:.. .,, http://www.dbr.virginia.gov/.Dark shaded regions depict ! �\ the known historic districts that exist within the County of "" Albemarle.There are no known historic districts located e, 1/L ,- within the project development at this time. ' 4 F --vr ,,;'44* ., ,-. yolt: t.,",.-r-e..C..„-'.- -- Endan2ered And Threatened Species and Critical Habitat Protection The United States Fish&Wildlife Service has identified species that are believed to or known to occur in Virginia.The list can be found on their Environmental Conservation Online System at: http://ecos.fws.gov/ecp0/reports/species-1 isted-by-state-report?state=VA&status=listed There are no known endangered or threatened species located within the referenced project development at this time. Erosion and Sediment Controls: Approved erosion and sediment control plan for the development is incorporated by reference as part of this Stormwater Pollution Prevention Plan.Approved reduced 1 I x17 plans are included in this SWPPP binder. Stabilization Practices: I. The purpose of the erosion control measures shown on these plans shall be to preclude the transport of all waterborne sediments resulting from construction activities from entering onto adjacent properties of state waters. If field inspection reveals the inadequacy of the plan to confine sediment to the project site,appropriate modifications will be made to correct any plan deficiencies. In addition to these notes,all provisions of the Virginia Erosion and Sediment Control Regulations shall apply to this project. 2. All erosion and sediment control measures shall be installed and maintained in accordance with the Virginia Erosion and sediment Control Handbook(3`d Edition,1992)and Virginia Regulations VR 625-02-00 Erosion and Sediment control Regulations.The contractor shall be thoroughly familiar with all applicable measures contained therein which may be pertinent to this project. 3. All points of construction ingress and egress shall be protected by a temporary paved construction entrance,with a wash rack,to prevent tracking of mud onto public right-of-ways. An entrance permit from VDOT is required prior to any construction activities within state right-of-ways. Where sediment is transported onto a public road surface,the road shall be thoroughly cleaned 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 subdivision lots as well as to larger land disturbing activities. 4. The Albemarle County Department of Community Development schedules the pre-construction meeting;therefore,the developer,project engineer,or contractor must contact the Albemarle County Department of Community Development in order to schedule a preconstruction meeting.The preconstruction meeting shall be held at the Albemarle County Office Building between the County,the developer,the project engineer,and the contactor prior to issuance of the land disturbing permit.The contractor shall submit a sequence of construction to the County for approval prior to the preconstruction meeting. The contractor will supply code compliance with the name of the individual who will be responsible for any maintenance of installed measures that is required.The SWPPP Inspector will be in contact with this person to ensure that the necessary maintenance of the installed measures is taking place on a daily basis. The Albemarle County Department of Community Development must be notified one week prior to the preconstruction conference,one week prior to the commencement of land disturbing activity,and one week prior to the final inspection. 5. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 6. Sediment traps,perimeter dikes,sediment barriers,and other measures intended to trap sediment onsite must be constructed as a first step in grading and be made functional before upslope land disturbance takes place.Earthen structures such as dams,dikes,and diversions must be seeded and mulched immediately after installation. Periodic inspections of the erosion control measures shall be made to assess their condition. Any necessary maintenance of the measures shall be accomplished immediately upon notification by the SWPPP Inspector and shall include the repair of measures damaged by any subcontractor including those of the public utility companies. 7. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion Sloe and sedimentation as determined by the plan approving authority. 8. All disturbed areas are to drain to approved sediment control measures at all times during all land disturbing activities and during site development until final stabilization is achieved. 9. Sediment control measures may require minor field adjustments at time of construction to insure their intended purpose is accomplished.Division of code compliance approval will be required for other deviations from the approved plans. 10.Surface flows over cut and fill slopes shall be controlled by either redirecting flows from traversing slopes or by installing mechanical devices to safely lower water down slope without causing erosion. A temporary fill diversion (std.and spec.3.10)shall be installed prior to the end of each working day. 11.During dewatering operations,water will be pumped into an approved filtering device. 12.The contractor shall place soil stockpiles at the locations shown on the SWPPP plan sheet for each area of construction, or as directed by design engineer. Soil stockpiles shall be stabilized or protected with sediment trapping measures. Offsite waste or borrow areas shall be approved by the division of code compliance prior to the import of any borrow or export of any waste to or from the project. 13.Prior to commencing land disturbing activities in areas other than indicated on these plans(including,but not limited to,offsite borrow or waste areas),the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 14.The contactor shall complete drainage facilities within 30 days following completion of rough grading at any point within the project. The installation of drainage facilities shall take precedence over all underground utilities. Outfall ditches from drainage structures shall be stabilized immediately after construction of same. This includes installation of erosion control stone or paved ditches where required. Any drainage outfalls required for a street must be completed before street grading or utility installation begins. 15.Permanent or temporary soil stabilization must be applied to all denuded areas within 7 days after final grade is reached on any portion of the site. Soil stabilization must also be applied to denuded areas which may be a final grade but will remain dormant(undisturbed)for longer than 14 days. Soil stabilization measures include vegetative establishment, mulching and the early application of gravel base material on areas to be paved. 16.No more than 300 feet of sanitary storm sewer,waterlines,or underground utility lines are to be immediately stabilized Slisf (i.e.,the same day). 17.If disturbed area stabilization is to be accomplished during the months of November,December,January or February, stabilization shall be accomplished by permanently seeding the area with a seeding mixture that includes the seasonal nurse crop for the Piedmont area,which is Winter Rye.See Table 3.32-D for a list of site specific seeding mixtures for the Piedmont area.This is in accordance with Specification 3.32 from the Virginia Erosion and Sediment Control Handbook(VESCH). The seeding area will also need to be mulched in order to assist the growth of the seeding in the winter months(Specification 3.35 of the VESCH).For temporary seeding stabilization during these months,a 50/50 mix of annual ryegrass and winter ryegrass,as well as a mulching cover should be put down according to Specification 3.31 of the VESCH,Table 3.31-B. 18.The term seeding,final vegetative cover or stabilization,on this plan shall mean the successful germination and establishment of a stable grass cover from a properly prepared seedbed containing the specified amounts of seed,lime, and fertilizing in accordance with Specification 3.32,permanent seeding. Irrigation shall be required as necessary to ensure establishment of grass cover. 19.All slopes steeper than 3:1 shall require the use of erosion control blankets such as Excelsior blankets to aid in the establishment of a vegetative cover that is hardier than grass.Matting or mulch matting may also be used on recently planted slopes in order to protect the seeding until the vegetative cover becomes established on the slopes.Installation shall be in accordance with Specification 3.35,mulching and manufacturer's instructions. No slopes shall be created steeper than 2:1. 20.Inlet protection in accordance with Specification 3.07 shall be provided for all storm drain inlets as soon as practical following construction of same. 21.Paved ditches shall be required wherever erosion is evident.Particular attention shall be paid to those areas where grades exceed 33 percent.Temporary liners,such as polyethylene sheets,shall be provided for all paved ditches until the permanent concrete liner is installed. 22.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or Sloe after the temporary measures are no longer needed,unless otherwise authorized by the local program administrator. Trapped sediment and disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 23.As-built drawings must be provided for all detention/BMP facilities.Also upon completion,the construction of all detention/BMP facilities shall be certified by a professional engineer who inspected the structure during construction. The certification shall state that to the best of his/her judgment,knowledge,and belief,the structure was constructed in accordance with the approval plans and specifications. Structural Practices: The following erosion and sediment control structural practices will be incorporated on the project sites: 1. Silt Fence 2. Construction Road Stabilization 3. Temporary Clean Water Diversion Channels 4. Temporary Diversion Dikes 5. Temporary Sediment Trap 6. Temporary Seeding Dust Control 7. Permanent Seeding 8. Storm Drain Inlet Protection 9. Mulching 10.Dewatering Device 11.Paved Construction Entrance with Wash Rack Stormwater Management: Stormwater drainage will be provided by stormwater conveyance channels and culverts for the project area. Details for stormwater management for the project are provided in the"Stormwater Management Plans"for each section. Waste Materials: All waste materials will be collected and stored in a proper receptacle in accordance with all local and State solid waste management regulations. All trash and construction debris from the site will be deposited in dumpsters. The trash will be hauled to an appropriate waste disposal site. No construction waste materials will be buried onsite. All project personnel will be instructed regarding the correct procedure for waste disposal. Hazardous Waste: All hazardous waste materials will be disposed of in the manner specified by the manufacturer and as required by local or State regulation. Site personnel will be instructed in these practices. Sanitary Waste: All sanitary waste will be collected from the portable units as required by local and State regulation. Offsite Vehicle Tracking: Stabilized construction entrances will be provided to help reduce vehicle tracking of sediments. The paved street adjacent to the site entrance will be swept as needed to remove any excess mud,dirt or rock tracked from the site. Dump trucks hauling material from the construction site will be covered with a tarpaulin. Timing of Controls and Measures: As indicated in the Stabilization Practices,permanent or temporary soil stabilization must be applied to all denuded areas within 7 days after final grade is reached on any portion of the site. Soil stabilization must also be applied to denuded areas which may not be a final grade but will remain dormant(undisturbed)for longer than 30 days. Soil stabilization measures include vegetative establishment,mulching and the early application of gravel base material on areas to be paved. Certification of Compliance with Federal,State and Local Requirements: The Stormwater Pollution Prevention Plan reflects State requirements for stormwater management and erosion and sediment control,as established in the Virginia Stormwater Management Handbook and Virginia Erosion and Sediment Control Manual. Maintenance and Inspection Procedures: Erosion and Sediment Control Inspection and Maintenance Practices: Inspections of the construction site shall be made by the SWPPP Inspector,Nicole Jamison,or by other qualified members of the Pollution Prevention Team(Jim Taggart,David Robinson,and Dustin Greene). Erosion and sediment control measures identified in the plan shall be observed to ensure that they are still operating correctly. The contractor shall inspect all erosion control measures at least once every 4 or 5 business days and after each significant rainfall producing event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made within seven(7)days. Inspections shall be conducted(i)at least once every five(5)business days or(ii)at least once every ten(10)business days and no later than 48 hours following a measurable storm event.In the event that a measurable storm event occurs when there are more than 48 hours between business days,the inspection shall be conducted on the next business day. These inspections shall cover disturbed areas that have not been finally stabilized,areas used for storage of materials that are exposed to precipitation,structural control measures,and locations where vehicles enter or exit the site. Where areas have been finally or temporarily stabilized or runoff is unlikely due to winter conditions(e.g.site is covered with snow,ice or frozen ground exists)such inspections shall be conducted at least one every month. Reports summarizing each inspection shall be retained onsite as part of this Stormwater Pollution Prevention Plan. Comprehensive Site Compliance Evaluation—Post Construction: Facility inspections will be conducted at least once a year by qualified personnel. The inspections will assess conditions at the facility that could impact stormwater quality and to assess the effectiveness of the BMPs that were constructed to control the quality of the stormwater discharges. Non-Stormwater Discharges: It is expected that the following non-stormwater discharges will occur from the site during the construction period. 1. Waters used to wash vehicles or equipment where soaps,solvents,or detergents have not been used and the wash water has been filtered,settled,or similarly treated prior to discharge. 2. Water used to control dust that has been filtered,settled,or similarly treated prior to discharge. 3. Potable water sources,including uncontaminated waterline flushings/fire flow analysis. 4. Routine external building wash down where soaps,solvents or detergents have not been used and the wash water has been filtered,settled,or similarly treated prior to discharge. 5. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred(or where all spilled or leaked material has been removed prior to washing);where soaps,solvents,or detergents have not been used; and where the wash water has been filtered,settled,or similarly treated prior to discharge. 6. Foundation or footing drains where flows are not contaminated with process materials such as solvents. 7. Uncontaminated excavation dewatering,including dewatering of trenches and excavations that have been filtered, settled,or similarly treated prior to discharge. 8. Landscape irrigation. All non-stormwater discharges will be directed to sediment control measures prior to discharge. Pollution Prevention Plan Inventory for Pollution Prevention Plan: The materials or substances listed below are expected to be present onsite during construction: •Concrete -Petroleum based products •Wood •Solvents •Masonry block •Insulation •Roofing shingles •Paints •Tar •Fertilizers •Vinyl siding •Herbicides Spill Prevention Plan: Inventory of Exposed Materials: The materials or substances listed below may be present onsite and have the potential to be exposed to precipitation: •Concrete •Petroleum based products •Wood .Solvents •Masonry block •Detergents •Roofing shingles •Paints •Tar •Fertilizers •Vinyl siding -Herbicides •Insulation Material Management Practices: The following are the materials management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to stormwater runoff. Employee Training: Employee training with regard to material management practices is conducted at the site. Training includes discussions of spill response,good housekeeping,and other material management practices. Employee training generally occurs with each new employee once hired. Good Housekeeping: The following good housekeeping practices will be followed onsite during the construction project. • All materials stored onsite will be stored in a neat,orderly manner in their appropriate containers. Materials which have the potential for contaminating runoff during storm events will be stored in their appropriate watertight containers, stored under a canopy,tarpaulin,shrink wrapped or otherwise precluded from direct exposure of precipitation. • Empty containers that may contain chemical residues shall be disposed of in accordance with State and local regulations. • Products,where possible,will be kept in their original containers with the original manufacture's label. • Chemical or petroleum products will not be mixed with one another unless recommended by the manufacturer. • Whenever possible,all of a product will be used up before disposing of the container. • Manufacturer's recommendations for proper use and disposal will be followed. • The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. Hazardous Products: These practices are used to reduce the risk associated with hazardous materials. • Products will be kept in original containers unless they are not re-sealable. • Original specimen labels and materials safety data sheets will be kept on file;they contain important product information. • If surplus product must be disposed of,manufacturers and/or local and State recommended methods for proper disposal will be followed. Material Safety Data Sheets(MSDS)will be available for all chemical materials used onsite and will be located with the SWPPP binder at 1309 Seminole Trail County of Albemarle,Virginia. 44.11001 Product Specific Practices: The following product specific practices will be followed onsite: Petroleum Products: • All onsite vehicles will be monitored for fluid leaks and will receive regular preventive maintenance to reduce the chance of leakage. • It is recommended that,if practicable,all refueling,repair and changing of equipment and vehicle fluids shall be conducted in a designated area,with the use of either spill buckets and/or fuel spill mats to reduce the potential for contamination.This area will be designed in a manner to reduce the potential for contamination of onsite resources.For refueling,repair and changing of equipment and vehicle fluids outside of the designated areas,care should be taken to avoid activities within+/-50 feet of wetlands,streams,water bodies,tree preservation areas or any other environmentally sensitive areas. • Petroleum products will be stored in tightly sealed containers which are clearly labeled. • An area will be designated for the collection and storage of all chemical and storage of all chemical and petroleum based products and containers for those products.The containers shall be protected from rain events. These areas are identified on the SWPPP/PPP Reference Drawing included with the"Final Construction Plans"for each block. • Any asphalt substances used onsite will be applied according to the manufacturer's recommendations. • The project superintendent will regularly inspect the site to insure proper disposal methods of used antifreeze,oils, filters and other hazardous materials are followed. Fertilizers: Fertilizers used will be applied according to manufacturer's product standards. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic container to avoid spills. Paints: All containers will be tightly sealed and stored when not required for use. Excess paint will be properly disposed of according to manufacturers'instructions or State and local regulations. Concrete Trucks: Concrete trucks will only wash out or discharge surplus concrete or drum wash water at approved locations in accordance with State and local regulations. These areas are identified on the SWPPP/PPP Reference Drawing included with the"Final Construction Plans"for each block. Spills and Leaks: This section normally contains a list of significant spills and significant leaks of toxic or hazardous pollutants that occurred at Store areas that are exposed to precipitation or that otherwise drain to a stormwater conveyance at the facility within the 3 year period immediately prior to the date of submission of a registration statement to be covered under this permit. However,since the project location is still proposed and not constructed,therefore not in operation at the proposed location,no significant spills and/or leaks have occurred at the site of toxic or hazardous pollutants at areas that are exposed to precipitation. Spill control Practices: In addition to the good housekeeping and material management practices discussed in the previous sections of this plan,the following practices will be followed for spill prevention and cleanup: • Manufacturers'recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials may include but not be limited to brooms,dust pans,mops,rags,gloves,goggles,absorbent material(e.g. kitty litter,sand,sawdust)and plastic and metal trash containers. • All spills will be cleaned up immediately after discovery. • In the event of a spill of a hazardous substance,the spill will be immediately contained and the spill area will be kept well ventilated. Personnel will wear appropriate protective clothing to prevent injury form contact with a hazardous substance during cleanup operation. • Spills of toxic or hazardous material will be reported to the appropriate State or local government agency,as required by regulatory standards.Call the agencies listed below to report any spills of toxic or hazardous material: VDEQ Valley Regional Office:M-F,8:30-4:30 540-574-7800 VDEM:Nights,holidays,and weekends 1-800-468-8892 Local VSMP Authority:M-F,8:00-5:00 434-296-5832 Pollution Prevention Certification: I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel Sire properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. Owner/Operator Name: James F.Daly Company: STCVILLE Hotel,Inc Title: Registered Age Signature: Date: + ` 7// 7 i �Irr' Appendicies sloe Appendix A: General Location Maps, USGS TOPO Maps Appendix B: DEQ Notice of Coverage Letter Appendix C: Registration Statement Appendix D: VAR10 General VPDES Permit Appendix E: Inspection Reports Appendix F: Corrective Action Appendix G: Log of Changes and Updates to SWPPP Appendix H: Subcontractor Certification and Agreements Appendix I: Training Log Appendix J: Grading and Stabiliation Activities Log Appendix K: Delegation of Authority Appendix L: Encroachments Appendix M: Factsheets Appendix N: Additional Information Appendix 0: General SWPPP Emails Appendix P: Rainfall Data Appendix Q: Site Maps/Construction Plans Appendix R: Certification Statement Appendix A:General Location Maps,USGS TOPO MapsSki NOW . 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RIO DISTRICT, ALBEMARLE COUNTY, VA s OMR MOO .Yra.. ,` " M N SHEET TITLE: ',I \ e•• -:::011F Orme cmBxr ,r V "22911 Q� .'••� 434.9/9.9121 11 T'1 PPP EXHIBIT 2 FIE NAME SCALE. DESIGNED BY. DRAWN BY: CHECKED BY: ` �A. �',, #.1*..-• 434.979.1691 ID V sflr 1"- 90. ARC ARC rns •,.• aon.n...y.<orn Appendix B:DEQ Notice of Coverage Letter Appendix C:Registration Statement *41 %Irr' Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) 1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item#12 must be signed by the appropriate person associated with this operator.) Name: STCVILLE Hotel, Inc Contact: Mark Dowdy Mailing Address:1420 Lee Jackson Hwy City:Lynchburg State:VA zip: 24503 Phone:434-385-2010 Email address(if available): mark.dowdyAdalyseven.com Indicate if DEQ may transmit general permit correspondence electronically: Yes XO No 0 2. Existing General Permit Registration Number(for renewals only): 3. Name and Location of,the Construction Activity: Name: Springhili/Towneplace Suites Address(if available): 1309 Seminole Trail City: Charlottesville State: VA zip:22901 County(if not located within a City): Albemarle Latitude(decimal degrees):38.071507 Longitude(decimal degrees): -78.481431 Name and Location of all Off-site Support Activities to be covered under the general permit: Name: N/A Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): 4. Status of the Construction Activity(check only one): Federal 0 State 0 Public 0 Private 0 5. Nature of the Construction Activity(e.g.,commercial,Industrial, residential,agricultural,oil and gas,etc.): Commercial 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name: JR14 - Rivanna River- Meadow Creek Name: Rivanna HUC: 020802040401 HUC:02080204 7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the MS4 operator: N/A 8. Estimated Project Start and Completion Date: Start Date(mm/dd/yyyy): 6/1/18 Completion Date(mm/dd/yyyy):6/1/20 9. Total Land Area of Development(to the nearest one-hundredth acre): 3.73 Estimated Area to be Disturbed(to the nearest one-hundredth acre): 3.73 onsite 0.25 offsite 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes 0 No 53 11. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement. By signing this Registration Statement the operator Is certifying that the SWPPP has been prepared. 12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Ma. wdy Tide: Project Manager Signature: Date: Lt-2-5 - 1 O (Please sign in IN . This Certification must be signed by t appropriate person associated with the operator identified in Item#1.) 07/2014 Page 1 of 1 Appendix D:VAR10 General VPDES Permit