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WPO201700070 VSMP - SWPPP 2020-10-29
of AL 8 , COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Tel. (434) 296-5832 • Fax (434) 972-4126 �Ixorr�' Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name: Ivy Road Sidewalk Improvements (WPO201700070) Address: From — 0.30 Mi. E. of Interchange Route 29 / Route 250 By-pass To — 0.66 Mi. E. of Interchange Route 29 / Route 250 Bypass Prepared by: Kimley-Horn and Associates, Inc. 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Prepared for: Albemarle County — Facilities Planning & Construction SWPPP Preparation Date: 10/29/2020 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section E) APPROVED by the Albemarle County Community Developpment Department Date 11/03/2020 File WP0201700070 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR OFFICE USE ONLY GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM ID Number: CONSTRUCTION ACTIVITIES (VAR10) Technical Criteria: IIB ❑ IIC ❑ REGISTRATION STATEMENT 2019 NEW ISSUANCE X MODIFICATION WITH ACREAGE INCREASE ❑ Existing Permit Coverage Number (if applicable, Section I. Operator/Permittee Information. RE -ISSUANCE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section VI. (per Part III. K. of the VAR10 Permit). Construction Activity Operator Name: ALBEMARLE COUNTY - FACILITIES PLANNING & CONSTRUCTION Contact person: JACK KELSEY Address: 401 McIntire Road City, State, Zip Code: Charlottesville, VA 22902 Phone Number: (434) 872-4501 Primary Email: jkelsey2@albemarle.org CC Email: B. Billing Information (leave blank if same as the Operator identified in Section I. A. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Name: Contact Person: Address: City, State Zip Code: Phone Number: Primary Email: CC Email: C. May we transmit correspondence electronically? You must choose YES and include a valid email in order to pay by credit card and to receive your permit coverage approval letter via email: YES 9 NO ❑ Rev 04/2019 PAGE 1 1 7 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section II. Construction Activity Location Information. Project site information. A. Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all water bodies receiving stormwater discharges from the site. B. Construction Activity Name: IVY ROAD SIDEWALK IMPROVEMENTS Address: ROUTE 250 BUSINESS City and/or County and Zip Code: ALBEMARLE COUNTY, 22903 Latitude and Longitude (6-digit, decimal degrees format): FROM: 38.0460N/-78.5198W TO: 38.0442N/-78.5141 W C. Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): ACCESS VIA ROUTE 250 (SEE ATTACHED) Section III. Offsite Support Activity Location Information. List all offsite support activities to be included under this permit registration. Enter additional areas on a separate page. Offsite areas not included on this registration may need to obtain coverage under a separate VPDES permit. A. Offsite Activity Name: Address: City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): B. Offsite Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Section IV. Site Information. A. Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest one -hundredth of an acre. Total land area of development (including the entire area to be disturbed as approved in the Stormwater 1.47 Management Plan): Primary estimated area to be disturbed (portions with 1.47 Erosion and Sediment Control Plan approval only): Offsite estimated area to be disturbed (if applicable): C. Property Owner Status: D. Nature of the Construction Activity Description (i.e. commercial, industrial, residential, agricultural, environmental): B. Estimated Project Dates (M M/D D/YYYY) Start date: 2/1 /2021 Completion date: 2/1/2022 FEDERAL ❑ STATE ❑ PUBLIC X PRIVATE ❑ TRANSPORTATION - ROADS, SIDEWALKS, SIGNALS, UTILITIES, ETC. E. Municipal Separate Storm Sewer System (MS4) name (if discharging to a MS4): ALBEMARLE COUNTY Rev 04/2019 PAGE 2 17 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 F. Is this construction activity part of a common plan of development or sale? YES ❑ NO X G. 61h Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Attach a separate list if needed. HUC RECEIVING WATERBODY(S) JR15 MOORES CREEK JR14 RIVANNA RIVER - MEADOW CREEK Section V. Other Information. A. 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 the Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been prepared. B. Has an Erosion and Sediment Control Plan been submitted to the VESCP Authority for review? YES 9 NO ❑ Erosion and Sediment Control Plan Approval Date (for estimated area to be disturbed).: C. Has land disturbance has commenced? YES ❑ NO 9 D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form. AS&S Entity Name (if different from the Operator identified in Section II. A.): SEE THE FOLLOWING PAGE FOR SIGNATURE AND CERTIFICATION REQUIREMENTS AND INFORMATION Rev 04/2019 PAGE 3 1 7 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section VI. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm. Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (1) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 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: Signature (signed in ink): Date: A pta. Section VII. Submittal Instructio S. Su6 it this form to the Virginia Stormwater Management Program (VSMP) Authority. If the locality is the VS ority, please send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP Authorities is available here: VSMP Authorities. If DEC. is the VSMP Authority, please send to: If the locality is the VSMP Authority, please send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructi ongp@dea.vi rei n ia.eov Rev 04/2019 PAGE 4 17 ME mm DRAINAGE AREA MAP � POST -DEVELOPMENT I IN .eMil I Post -Development "A -Site" Land Cover OLMALLA I OWALLB g U(KRES) 0I2 1.25 PIAT-DEV.IMP. (DVER IACRE51 0.11 0.71 POST-DW. CN 85 82 INLET AREA EAQ 31 Q83 3-2 Q40 3-3 113 3 30 Q31 41 Q88 42 QM 43 US K 0.43 S1 0.24 5-2 1].29 LEGEND PROJECT AREA ("A -SITE') ----- OVERALL DRAINAGE AREA INLET AREAS — POST -DEVELOPMENT "A -SITE -IMPERVIOUS LAND COVER II �:: I i•,� 4-/ % JI. 4-6 0 4-2-1 4-3 / D J 9 V 0 SCALE 0 200' 400' Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section D.) (Provide a copy of the DEQ coverage letter when obtained) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing.) This SWPPP has been developed in accordance with the requirements contained in the Virginia Pollution Discharge Elimination System (VPDES) storm water general permit for discharges from construction activities (9 VAC 25-880). It is the responsibility of the Operator involved with grading, drainage, utilities or who implements a pollutant control measure identified in the Storm Water Pollution Prevention Plan (SWPPP) to secure authority to discharge stormwater from land disturbing activates in full conformance with the stormwater regulations of the Virginia Department of Environmental Quality (VDEQ) as contained in 9 VAC 25-880. The Operator and all subcontractors must comply with the requirements of the VSMP as contained in the VDEQ VPDES storm water general permit and implementing regulations (9 VAC 25-880) and the erosion and sediment control requirements of the VDEQ as published in the Virginia Erosion and Sediment Control Handbook (current edition). These requirements include: A. The Operator will file a complete Registration Statement (see Section 1) for coverage under a VPDES General Permit for storm water discharges from construction activities with the Virginia Department of Environmental Quality at least 15 days prior to commencement of construction. Verification of coverage received from the Department of Environmental Quality is required prior to the commencement of land disturbing activities (to be added to Section 2). The appropriate filing fee must be submitted before the general permit will be issued. B. A copy of the Registration Statement for coverage under the general permit for storm water discharges from construction activities as well as the actual general permit when issued by the VDEQ shall be maintained by the Operator for inspection at the construction site. C. A complete copy of the SWPPP, including copies of all inspection reports, plan revisions, etc., must be retained by the Operator at the project site at all times during working hours and kept in the Operator's permanent project records for at least three years following submission of the Notice of Termination (NOT). D. The Operator must provide names and addresses of all subcontractors working on this project who will be involved with all construction activities that disturb site soil. This information must be kept with this SWPPP. E. The Operator and all subcontractors involved with land disturbing for this project must sign a copy of the appropriate certification statement, (included in Section 9) which will be incorporated into the construction contract. F. As described below, the Operator shall conduct regular inspections to determine effectiveness of the SWPPP. The SWPPP shall be modified by the Operator as needed to prevent pollutants from discharging from the site. The Operator's inspector must be both a person familiar with the site and the nature of the major construction activities and be qualified to evaluate both overall system performance and individual component performance. Additionally, the Operator's inspector must either be someone empowered to implement modifications to this SWPPP and the pollutant control devices, if needed, in order to increase effectiveness to an acceptable level, or someone with the authority to cause such things to happen. This authority should be delegated to the inspector by using the enclosed Letter of Delegation of Authority (see Section 10) signed by the Operator naming the person or position responsible for undertaking these tasks on behalf of the Operator. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County G. This SWPPP shall be updated each time there are modifications to the pollutant prevention system or a change of Operators working on the project that disturbs site soil. The Operator shall notify the governing reviewing agency before these modifications are implemented, unless immediate Operator action is necessary to prevent unauthorized discharges. If immediate Operator action is needed, then the Operator shall notify the governing reviewing agency of the action as soon as practicable. H. Discharge of oil or other hazardous substances into the storm water is subject to reporting and cleanup requirements. Refer to Part III.G of the VPDES General Permit (see Section 11) for additional information. Once the site reaches final stabilization, the Operator shall complete and submit two copies of the NOT form for activities on site. If a section or phase of the project reaches final stabilization prior to the entire project reaching final stabilization, then that section may be clearly marked on the site plans and the date of final stabilization recorded in the SWPPP. Areas so marked are no longer required to be inspected as a part of permit compliance. J. This SWPPP is intended to control water -borne and liquid pollutant discharges by some combination of interception, filtration, and containment. The Operator and all subcontractors implementing this SWPPP shall remain alert to the need to periodically refine and update the SWPPP in order to accomplish the intended goals. K. This SWPPP shall be amended as necessary during the course of construction in order to keep it current with the pollutant control measures utilized at the site. Amending the SWPPP does not mean that it has to be reprinted. It is acceptable to handwrite revisions, add addenda, sketches, new sections, and/or revised drawings. L. A record of the dates when land disturbing activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated shall be maintained by the Operator until the NOT is filed. M. Annual permit maintenance fees are required. This SWPPP has been prepared for land disturbing activities associated with the construction of Ivy Road Sidewalk Improvements in Albemarle County, VA. This SWPPP includes the elements necessary to comply with the Storm Water General Permit issued by the VDEQ under the VPDES and local governing agency requirements. This SWPPP shall be implemented at the start of construction. Construction phase pollutant sources anticipated at the site are: ® Disturbed (bare) soil, ® Vehicle fuels and lubricants, ® Asphalt and asphalt pavement waste; chlorine for water line flushing, ❑ Other pollutants Without adequate control there is the potential for each type of pollutant to be transported by stormwater. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County The project will consist of the following basic activities: ® Site grading, ® Paving work, ® Installation of stormwater management and drainage systems, ® Installation of utilities, ® Other activities (signal modifications) Purpose Scope A major goal of pollution prevention efforts during project construction is to control soil and pollutants that originate on the site and prevent them from flowing to surface waters of the Commonwealth. The purpose of this SWPPP is to provide requirements for achieving that goal. A successful pollution prevention program also relies upon careful inspection and adjustments during the construction process in order to enhance its effectiveness. This SWPPP must be implemented when land disturbing activities begin on the site. This SWPPP will be made available for public inspection upon public request on site during normal business hours for the term of the permit authorization for the site. The SWPPP Construction Site Notice as well as a copy of the DEQ Coverage Letter must be posted conspicuously and readable from a public right of way at the job site. This SWPPP primarily addresses the impact of storm rainfall and runoff on areas of the ground surface disturbed during the construction process. In addition, there are recommendations for controlling other sources of pollution that could accompany the major construction activities. To terminate VPDES permit coverage, the Operator shall submit a Notice of Termination (NOT) in accordance with 9VAC25-880-60 to the VSMPAuthod& once one or more of the following are met: Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the Operator is responsible. When applicable, long term responsibility and maintenance requirements shall be recorded in the local land records prior to the submission of a NOT. Another Operator has assumed control over all areas of the site that have not been fully stabilized and obtained coverage for the ongoing discharge; Coverage under an alternative VPDES or state permit has been obtained; or The VPDES General Permit for Storm Water Discharges from Construction Activities prohibits most non -storm water discharges during the construction phase. Allowable non -storm water discharges that may occur during construction on this project, which would therefore be covered by the General Permit, include: 1. Discharges from firefighting activities; 2. Fire hydrant flushing; 3. Water used to wash vehicles or control dust where detergents are not used; Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County 4. Water flowing from potable sources and water line flushing; 5. Water used to control dust; 6. External building wash down which does not use detergents; Runoff from pavement wash down where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents have not been used; 8. Uncontaminated air conditioning or compressor condensate; 9. Springs and uncontaminated groundwater; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering; and 12. Landscape irrigation. The techniques described in this SWPPP focus on providing control of pollutant discharges with practical approaches that utilize readily available expertise, materials, and equipment. The Operator referred to in this SWPPP is the entity noted on the VSMP registration statement. The Operator and their subcontractor(s) will construct the site development improvements in accordance with the approved plans and this SWPPP. Described below are the land disturbing construction activities that are the subject of this SWPPP. They are presented in the order (or sequence) they are expected to begin, but each activity will not necessarily be completed before the next begins. Also, these activities could occur in a different order if necessary to maintain adequate erosion and sedimentation control: A. This project is located along Ivy Road (Route 250) in Albemarle County, Virginia, between the interchange with Route 29/250 and Old Ivy Road. Project construction will consist of the addition of sidewalk, minor roadway improvements, signal modifications, and utility relocations. B. Sequence of Construction: STAGE I a) INSTALL SIGNS INACCORDANCE WITH TTC FIGURE 53.0 AND TRAFFIC CONTROL DEVICESAS SHOWN IN THE TRAFFIC CONTROL PLANS ON SHEET IG(3) THROUGH IG(4) FOR STAGE I OPERATIONS. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT CONTROL MEASURES AS DEPICTED IN THE PLANS. b) PRIOR TO TRAFFIC SHIFT, CONTRACTOR SHALL PERFORMENOUGH SIGNAL IMPROVEMENTS SUCH THAT THE PROPOSED LOOP FOR ROUTE 250 EASTBOUND, AS SHOWN ON SHEET 8(3) IS FULLY OPERATIONAL. c) SHIFT TRAFFIC TO THE NORTHERN MOST 33' OF EXISTING Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County PAVEMENT FROM STA. 126+00 TO STA. 132+75 AND THE NORTHERN MOST 22' OF EXISTING PAVEMENT FROMSTA. 116+00 TO 126+00 AS DEPICTED IN THE STAGE I TTC PLANS. THE CONTRACTOR SHALL CONSTRUCT THE IMPROVEMENTSALONG THE EB LANE OF BUS. RTE. 250 INCLUDING EARTHWORK, SANITARY SEWER, WATERLINE, DRAINAGE, CURB, SIDEWALKAND ASPHALT UP TO THE INTERMEDIATE COURSE. d) CONSTRUCTIONACTIVITIES IN THE INTERSECTION OF BUS. RTE. 250 WITH STILLFRIED LANE AND COLLONADE DRIVE SHALL BE STAGED UTILIZING A FLAGGER OPERATION INACCORDNACE WITH TTC FIGURE 28.1. e) CONTRACTOR IS TO COORDINATE WITHAND GIVE NOTICE TO CONSTRUCTIONACTIVITIES ON PARCEL 001 AT LEAST FIVE DAYSIN ADVANCE OF PERFORMING ANY CLOSURES ON STILLFRIED LANE. 2. STAGE 2 a) ONCE STAGE I OPERATIONS ARE COMPLETE INSTALL SIGNSAND TRAFFIC CONTROL DEVICES INACCORDANCE WITH ITC FIGURE 53.0 AND AS SHOWN IN THE TRAFFIC CONTROL PLANS ON SHEET IG(5) THROUGH I G(6) FOR STAGE 2 ACTIVITIES. b) SHIFT TRAFFIC TO THE SOUTHERN MOST 33' OF EXISTING PAVEMENT FROM STA. 126+00 TO STA. 135+00 AS DEPICTED IN THE STAGE 2 TTC PLANS. THE CONTRACTOR SHALL CONSTRUCT THE IMPROVEMENTS ALONG THE WB LANE OF BUS. RTE. 250 INCLUDING EARTHWORK, SHOULDER, DITCH, DRAINAGE AND ASPHALT UP TO THE INTERMEDIATE COURSE. 3. STAGE 3 a) ONCE STAGE 2 OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL SET UP FOR STAGE 3 OPERATIONSAND UTILIZE ALTERNATE LANE FLAGGING OPERATIONS INACCORDANCE WITH TTC FIGURE 23.1 AND 28.1. CONSTRUCT FINAL PAVEMENT SURFACE COURSE, FINAL STRIPING AND MARKING, FINAL SIGNING AND SEEDING. UPON COMPLETION, CONSTRUCTED IMPROVEMENTS SHALL BE FULLY OPENED TO ALL TRAFFIC. C. The project site consists of 1.47 acres with a disturbed area of 1.47 acres. D. The project site drains to two outfalls. At Outfall A, the pre -development drainage area from the project site is 0.22 acres with a curve number of 82. The post -development drainage area from the project site remains 0.22 acres and the curve number increases to 85. At Outfall B, the pre - development drainage area from the project site is 1.25 acres with a curve number of 76. The post -development drainage area from the project site remains 1.25 acres and the curve number increases to 82. E. Outfall A is located within the Moores Creek watershed (V4HU6 = JR15). Outfall B is located within the Rivanna River — Meadow Creek watershed (VAHU6 = JR14). Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County F. The erosion and sediment control drawings, grading and drainage drawings, and/or erosion and sediment control narrative provided in Sections 4 and 5 illustrate/outline the following: 1. Drainage patterns and approximate slopes or contours anticipated after grading activities 2. Areas of soil disturbance and areas of the site which are not to be disturbed. 3. Location of major structural and non-structural controls. 4. Location of areas where stabilization practices are expected to occur including types of vegetative cover 5. Surface waters including wetlands 6. Locations where stormwater is discharged to a surface water with an outline of the drainage area for each discharge point. 7. Existing and planned paved areas and buildings 8. Location of permanent stormwater management practices to be used to control pollutants in stormwater after construction activities have been completed The actual schedule for implementing pollutant control measures will be determined by project construction progress. Down slope protective measures must always be in place before soil is disturbed. Included as part of this SWPPP in Section 4 and Section 5 are selected project construction drawings. Please refer to them for detailed site information beyond that described below: A. Site Topography and Coverage — The site contains an asphalt -paved Urban Principal Arterial with shoulders and roadside ditches, as well as curb and storm sewer. Site topography ranges from flat to moderate slopes. This site is adjacent to commercial properties, with access from Route 29/250 and from connecting streets. No wetlands or streams are located within the project limits. While most of the site is impervious cover due to road coverage, parking areas, and existing driveways, existing vegetation includes trees, grass, and shrubs. B. Rainfall Information — The average annual rainfall for Charlottesville, Virginia is 42.56 inches (Monticello weather station, NOAA and NCDC). Fifty-six percent (23.94 inches) of the annual precipitation occurs between April and September. This information may be obtained from the following web -site: http://www.idcide.com/weather/index.htm. A rain gauge shall be installed on site to determine if an inspection triggering rainfall event has occurred. An inspection "triggering rainfall event" is rainfall that equals or exceeds one quarter inch (0.25") in a 24-hour period at the construction site. C. Site Soils — The following soils are present on -site according to a web soil survey generated from the United States Department of Agriculture (USDA) and Natural Resources Conservation Service (MRCS) online database: Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Soil Type 88: Udorthents, Loamy, 2 to 25 percent slopes This component is on interfluves, Piedmont uplands, Blue Ridge uplands. The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches. Available water to a depth of 60 inches (or restricted depth) is very low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. This soil does not meet hydric criteria. Soil Type 91: Urban Land Generated brief soil descriptions are created for major soil components. The Urban land is a miscellaneous area. D. Quality of Receiving Surface Waters and/or Wetlands — Stormwater runoff from the Ivy Road Sidewalk Improvements site will ultimately drain to either Moores Creek (Outfall A) or Rivanna River — Meadow Creek (Outfall B). The Total Maximum Daily Loads (TMDL) per Water Quality Assessments by the Virginia Department of Environmental Quality have been identified for each receiving water of the project site. Outfall A drains to tributaries of Moores Creek, which are not impaired (designated Category 3A). Outfall B drains to a tributary of Meadow Creek, which has been designated impaired (Category 5A) due to Benthic-Macroinvertebrate Bioassessments. This project is also located within the Chesapeake Bay Watershed. The pollutants of concern addressed by the Chesapeake Bay TMDL are Nitrogen, Phosphorus, and Sediment. E. Threatened or Endangered Species or their Critical Habitat — The Virginia Department of Game and Inland Fisheries' Virginia Fish and Wildlife Information Service was reviewed for the presence of threatened or endangered species on the site. One species was identified as endangered within two miles of the project area: the James Spinymussel (Parvaspina collina). Coordination with the proper federal, state, and local agencies should occur if this species is observed during construction or if impacts to this species' habitat will occur. F. Erosion Control Plan — Erosion and Sediment Control facilities include silt fence, inlet protection, rock check dams, temporary matting, mulching, and seeding. Erosion and Sediment Control plans and details are provided in Section 4. G. Permanent Stormwater Controls — Runoff from the proposed project area will be directed to proposed or existing drop inlets to a storm sewer system. Runoff at Outfall A will be detained via a proposed underground detention system to achieve Water Quantity compliance. This runoff will be released into an existing roadside ditch along Ivy Road. Runoff at Outfall B will be detained via a proposed underground detention system to achieve Water Quantity compliance. This runoff will be released into an existing storm sewer network along Ivy Road. Stormwater Management plans and compliance data is provided in Section 5. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, I Ix17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) A variety of storm water pollutant controls (Best Management Practices) are recommended for this project. These controls are reflected in the Erosion and Sediment Control Plans enclosed herein. Some controls are intended to function temporarily and will be used as needed for pollutant control during the construction period. These include temporary sediment barriers such as silt fencing, a rock construction entrance, and inlet protection measures. For most disturbed areas, permanent stabilization will be accomplished by covering the soil with pavement, buildings, other improvements, and/or vegetation. Erosion and Sediment Controls Short and Long Term Goals — All erosion and sediment control measures have been selected, designed and are to be installed in accordance with the Virginia Erosion and Sediment Control Law and Regulations. The short term goal of construction phase stabilization is to minimize the loss of sediment to adjacent waters during construction. The long term goal is to minimize the loss of sediment from the project once constructed by permanent soil stabilization. 2. Soil Stabilization - The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by existing vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of turf grass, pavement, other improvements, or building over disturbed soil. a) Temporary Seeding — Stabilization for all areas to remain denuded for a period of seven (7) days or longer (for disturbed area draining to impaired waters, Tier III waters or to waters with a TMDL established prior to the issuance of the Construction General Permit), or; fourteen (14) days or longer (for all other disturbed areas) shall be initiated within twenty-four (24) hours after construction activity ceases in these areas. The methods for establishing stabilization shall be applied within seven (7) days of initiation. Temporary seeding shall be in conformance with the project plans and/or erosion and sediment control narrative. b) Permanent Seeding or Sodding - Stabilization for all areas at final grade shall be initiated within twenty -fours (24) hours of completion of the land disturbing activity. The methods for establishing final stabilization shall be applied within seven (7) days of initiation. Except for small level spots, seeded areas shall be protected with mulch. Permanent seeding or Sodding shall be in conformance with the project plans and/or erosion and sediment control narrative. c) Structural Controls — Storm water runoff is to be structurally controlled as depicted on the plan sheets and/or project narrative. Structural controls shall be keyed to land disturbing activities especially on sites with significant topography and shall be completely installed prior to commencement of such land disturbing activities. d) Final Stabilization — Final stabilization is not considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. The Operator shall stabilize all exposed earth areas with permanent vegetation as described in the project plans and/or erosion and sediment control narrative. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County PROJECT MANAGER J.RFLSEY f434)872-4501____________ SURVEYED BY kJ&@fSfIAYEYING AND MAPPING, 11C________. TrV �/�®pv�jjQ�E'T<®jj ♦ �TF�. �E'w® ♦ TI�I(Tlp ♦ �T7 DETAIL ♦ jE jE SHEET Tt-V pjjQ DESIGN SUPERVISED BY B61M MCPETERS P_E_fKIMiEt-bt@U_ IIEJiw'. ,\�\\J\ CONTROL JII11L ' JII1`Bn/\/S IIr11 A AND Yf1J' ROADWAY JIItLY\ITI Me/pVW/ d//�t1\\1 \1I�1L/ llltLdlpl IIEJiw'. JII11L ' dFAi1\\1 JII11L 111r11 A, ,LV`\\' JIILLJIItL IIIE.TLw'. JI IELAid'. JII11L ' DESIGNED BY KlM(EY-HQRN ¢_A_$$CCIATES INC___________ V SUBSURFACE UTILITIES BY INfBEMAP LGBPDBBUG(i------- lJ THE PLAv APPRDVING AUTHO 11 MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE{VNSTRUCTION CONFERENCE.ONE WEEK PRIOR TO "ntarx nrvn rxavr:/. uHUP (NL£r " ^ gtocx s cRn vct cUgO ivtL'T ,m THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. seu/Murr v¢ren senraexr rrzreN 2) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 62500 -00 EROSION AND SEDIMENT CONTROL REWLNTIONS. JJ ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4J A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5J PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLAYS (INCLUDNG.B(T NOT UMITEO TOOFF-SITE 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. 6J THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF ANY ADDTIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING NJTHORITY. TJ ALL DISTURBED AREAS ARE TO DRAW TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES WRING LAND DISTURBING ACTIVITIES AND WRING SITE DEVELOPMENT UNTIL FINK STABILIZATION IS ACHIEVED. an WRING DEWATERING OPERATIONS.WATER WILL BE PUMPED INTO M APPROVED FILTERING DEVICE. 9) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AD AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. IOU ALL FILL MATERIAL TO BE TAKEN FROM A APPROVED.DESKINATED BORROW AREA IIJ ALL EARTH MATERIALS SHALL BE TAKEN TO A APPROVED WASTE AREA EARTH FILL SHALL BE INERT MATERIALS ONLY.FREE OF ROOTS.STUMPS.WWD.RUBBISHAND OTHER DEBRIS. I2J BORROW OR WASTE AREAS AGE TO BE RECLAIMED WITHIN T DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.128. IJJ ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLACE WITH SECTION 13-301OF THE CODE OF ALBEMARLE. I4J BORROW. FILL ON WASTE ACTNRY IN✓WVING INDUSTRIAL TYPE POWER EWIPMENT SHALL BE LIMITED TO THE HOURS OF 7x)0 ALM TO 9A0 P.M. I5J BORRCAl OR WASTE ACTNRY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPFORT.OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS. AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SUDES.SINKING.OR COLLAPSE. /ED THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALLMAINTAW.REMOVE OR CONVERT TO PERMANENT STORYWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REWIRED BY THI5 PLAN REGARDLESS OF THE SALE OF ANY LOT. UNIT.WILDING OR OTHER PORTION OF PROPERTY. OJ TEMPORARY STABILIZATION SHALL BE AS ON SHEET ED. ROADSIDE DEVELOPMENT SUMMARY. IBU PERMANENT STABILIZATION SHALL BE AS ON SHEET W. POAL)SIDE DEVELOPMENT SUMMARY. I9J MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL MY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO W CLEANED WHEN WX OF THE WET STORAGE VOLUME IS FILLED WITH 5EDIMENT.ALL SEEDED AREAS AGE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GAUD STAND OF GRASS. SILT FENCE AND ONERSION DYKES WHICH AGE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. Wd ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN M DAYS OF FINAL SITE STABILIZATION. WHEN MEASURES AGE NO LONGER NEEOEO.SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. 20 CONTRACTOR WILL BE REWIRED TO KEEP THE PROJECPS STORM WATER POLLUTION PREVENTION PLAN (5WPPP)AND POLLUTION PREVENTION PLAN rPPP)UP TO DATE AT ALL TIMES. 22J CONTRACTOR WILL BE REWIRED TO COMPLETE ALL REWIRED EHOSION AND SEDIMENT CONTROL INSPECTIONS AS REWIRED IN THE SWPPP AND DOCUMENT THE INSPECTION ON VOLT FORM C-W. 23J CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON SITE WHEN LAND DISTURBING ATNITIES AGE TAKING PLACE. SEQUENCE/MAINTENANCE: a.) Contractor sholl provide 48 hours notice to the project manager prior to the start of construction. b.) The CRLD must be at the pre -construction meeting. c.) Community Development Inspector must be notified of the offste borrow or spoil location at the on -site pre -construction meeting. d.) All erosion control measures willbe installed as the first step in the clearing process. e.) No erosion control measure willbe removed without approval of the Community Development inspector. f.) All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities until stabilization is achieved. g.) Access to properties shall be maintained at all times. In.) Driveway material shall be replaced with some or better material i.) The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device sholl be mode immediately. j.) The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Community Development Department. �r«wwr� Mir i AND SEDIMENT CONTROL MINIMUM STANDARDS MS-1 Any area that has reached final grade must receive temporary or permanent soil untainted widen seven days. Areas not at final gads that will remain dormant longer than 30 days must have temporary soil stabilization within seven days. Areas that will be dormant longer Nan one year most have permanent soil slabiti sti MS-2 All soil stockpiles and boned areas must b s stabilized or prompted with sedimentbipping measures. Temporary protection and permanent slabile,ifien shall be applied to all on-ete soil stoddnples and bermw areas add sail inkentonallymansparted from ere prpecomm. MSJ Permanent v�elafive covershall be established on denuded areas not oNerwase permanently stabilized. Permanent vegstsAom shall not ce considered established unfit a ground rover a achieved that is untorn, maWre enough W surdve, add war inhibit erasion. MS4 Sediment basins ant taps, add perimeter ESC measures intended to trap sediment must be constaded as a first step in any IaMdisNrbing activity ant shall be made functional before uplope land dishartencepass place. MSS Stabilization measures shall be appied to eeMen structures such as dams, dikes, ant diversions im recaory upon iratallapon. MS-6 Sediment basin and tap design intonation." MS-7 Cut and fll slopes must be designed and constructed in a manner that wall minimize Must, Slopesthat era found fo be eroding excessivey within a e yearof permanent stabilization shall be provided with additional slope s aftninng measures urM the problem is corrected. MS-8 Cmcenhaled runoff shall not flow down out or fill slopes unless contained within an adequate temporary or permanent charmer, flume, a slope chin structure. MSA Whenever water seeps from a slope face, adequate drainage or other protection must be provided. MS-10 Inlet protection is required for all stain inlets that wall be made operable during construction MS-11 Before nearly constructed storm waterconveyance systems are made operational, adequate outlet potectim and any required chamber lining must be m®ralletl in both the caweyarnce than xi add receving channel. MS-12 When work in alive watercourse is performed, perform ne most be taken to minimize encroachment, cerntrd sediment transport, and stabilize the work area to the greatest extent during construction. Noneeddible material shall be used for the construction of causeways and coffndares. Earthen fill may be used! if amlo ed by monerelide power materials. MS-13 When alive watercourse must be crossed by cansbuction"Items more than tance in any six-month period, atempomryYehicularstreamaossirgconMruc dof noneredible material must be aovded. MS-14 All applicable federal, slate, and local hardeners related W working in or crossing live watercourses most be met. MS-15 The bed and banks of a water nurse shall be stabilized immediately after work in the watercourse is completed. MS-16Undergmund utility lines shall be installed in accordance with the following standards in additions to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. to 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 so that it does not adversely affect flowing streams or off -site property. J. Material used for backfillirg trenches shall be property Compacted in Order to minimize erosion and promote stabilization. e. Re -stabilization shall be accomplished in accordance with these regulations. f. Comply with all applicable safety regulations. MS-17Constructon entrances are required at all access points to the construction site. 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 transporter to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to larger land -disturbing activities. MS-I8AII 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 local program authority. Trapped Sediment and the disturbed soil areas resulfing from the disposition of temporary measures must be permanently stabilized to prevent further erosion and sedimentation. MS-19Adequate outall information .. "MSA6 and MS-19 deal with the design aspects of tbe plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment basinfump design tables and the adequate ouffall table located on the'Eroeion and Sediment Control Standard Details/Calcs."sheet. Any variance to the above listed minimum standards must be requested and approved in wTifing. M �$ mr�Skjy THL`AT°o STATE VA. I 250 BUS. 025 RW-2019 C-501 I 2C DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION w � 1 nuecr R s0L ST—PA�n°s mT EROSION AND SEDIMENT CONTROL NARRATIVE SITF I ()CATION: This project is located along Ivy Road (Route 250) in Albemarle County, Virginia, between the interchange with Route 29/250 and Old Ivy Road. PROJFCT nFGCRIPTI )Idl Project construction will consist of the addition of sidewalk and minor roadway improvements. Area of the Site is 1.47 acres with 1.47 acres disturbed. FxICTINC, cITF CONnITI )Nc: The site contains an asphalt -paved Urban Principal Arterial with shoulders and roadside ditches, as wellas curb and storm sewer.Site topography ranges from flat to moderate slopes. AD.IAr FNT ARFAC: This site is adjacent to commercial properties, with access from Route 29/250 and from connecting streets. No wetlands or streams are located within the project limits. OFF-CITF ARFAC: There willbe no off -site grading on this project. Excess soil, existing pavement and existing concrete items willbe disposed of at a landfill. Snn c The project corridor consists of udorthents, loamy soil and Urban Land (assumed Hydrologic Soil Group PRInCA1 ARFAC: Criticalareas for this project include the existing drop inlets located along the corridor and the ditch on the north side of Ivy Road near the intersection with Old Ivy Road, that are to be protected as shown on the E&S plans. Erosion and Sediment Controlplans have been included and depict erosion control construction sequencing, temporary sill fence, temporary seeding, Inlet protection, erosion control mulching and permanent seeding. PFRMANFNT STARII 17ATION: All disturbed areas willbe stabilized with permanent seed ingg immediately following finished grading. Seeding willbe done per the included table 3.32D from the VAE&S handbook. STORMWATFR RUNOFF CONSIDFRATIONS: This project complies with part 118 of the VSMP regulations. It meets Channel Protection and Flood Protection criteria at both oulfalls through the use of underground detention pipes. CAI CHI ATIDNS: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. 0250-002-R98 I 2C 012a/2020 oVavImJSAw-wrcM{wKVJdyanmmµ'aIMmN2094W1Ctl1cE0n PROJECT MANAGER A.XELSE✓_&J3 3Z2-4501____________ SURVEYED BY tl&B SLFVE✓1Nli AN2 blPPfING.1LC________ DESIGN SUPERVISED BY B@BAN JdLPEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY KIN[EY_-HORN_&A550CIATE NC___________ SUBSURFACE UTILITIES BY REFERENCES (PROFILES.DETAIL.& DRAINAGE DESCRIPTION SHEETS.ETCJ SURVEY CONTROL DATA ID EXIST.STORN SEWER DATA IERII EXIST.SAN.SEWER DATA IER21 CONSTR.ALIGN.DATA IF IVY ROAD PLAN 3 IVY ROAD PROFILE 3A DRIVEWAY PROFILES 3F RIGHT OF WAY PLAN SHEET 3RN STILLFRIED LANE PROFILE 4B DRAINAGE DESCRIPTIONS 5"1 UNDERGROUND DETENTION 6f2A1 DETAILS STORY SEWER PROFILES 6R31-65 THIS SHFFT FnR FR. S rnAlT Rnl nAll Y s E 9rATE sheer xo. FOUTE PaaEcr 0250-002-R98 C-501 3D 5TRUCTION TRAFFIC MEO INSPORTATION Z ti LLJ W W w EROSION & SEDIMENT CONTROL LEGEND Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Z�' Rm-+ Denotes Rock Check Dam, Type I: St'd EC-4 Rco-z Denotes Rock Check Dam, Type II: St'd EC-4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 R-A Denotes Inlet Protection, Type A: St'd EC-6 Denotes Inlet Protection, Type B: St'd EC-6 rO rs<-s Denotes Temporary Silt Fence, St'd EC-5 Type A or B O Denotes Slope Interrupter: St'd EC-15 ® Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding y—►-►y O Denotes Temporary Diversion Dike, St'd EC-9 Ts Denotes Temporary Seeding —LOD— Limits of Disturbance SCALE PROJFCT SNFETN 00 225S50. 0250-002-R98 3D 0128/2020 aWavma'VsW+3Dd PROJECT MANAGER A.XELSE✓_&J3 3Z2-4501____________ SURVEYED BY tl&B SQFVE✓1N&AN2 blPPfINLJ1C________ DESIGN SUPERVISED BY B@IAN JdLPEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY KIM[HY_-HORN_&A5SQCIATE NC___________ SUBSURFACE UTILITIES BY INEBAW LUDWALOk_______ REFERENCES (PROFILES.DETAIL.& DRAINAGE DESCRIPTION SHEETS.ETCJ SURVEY CONTROL DATA /D EXIST. STORM SEWER DATA IE!D EX/ST.SAN.SEWER DATA IEl2) CONSTR.AL/GN.DATA /F NY ROAD PLAN 3B NY ROAD PROFILE 3C RIGHT OF WAY PLAN SHEET 3RW THIS SHEET FOR E&S CONTROL ONLY c� R N � y N p � 3 �pNN � O• E4pY 3 NUi. • � E�YN .. '0 0250-002-R98 mrecxBLi > 11TING BUSC-5013E Lie. No. o5961iDESIGN FEATURES TO CONSTRUCTION SSIONAL LNG OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED _.- • NECESSARY BY THE VA DEPT.OF TRANSPORTATION N'1 LU LLI w x w w In g a EROSION & SEDIMENT CONTROL LEGEND Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Z�' RCD-+ Denotes Rock Check Dam, Type I: St'd EC-4 Bc0-z Denotes Rock Check Dam, Type II: St'd EC-4 sec-z Tr.� cJ, rr. Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 R-A Denotes Inlet Protection, Type A: St'd EC-6 Denotes Inlet Protection, Type B: St'd EC-6 rO rs<-s Denotes Temporary Silt Fence, St'd EC-5 Type A or B O Denotes Slope Interrupter: St'd EC-15 ® Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding y—►-►y O Denotes Temporary Diversion Dike, St'd EC-9 Ts Denotes Temporary Seeding —LOD— Limits of Disturbance SCALE EzaseT SHEETI 0 25' 50' 0250-002-R98 3E 0128/2a20 oWavm3Ns+pr3Ed9n 2 PROJECT MANAGER A.XELSEY_&J3 3Z2-4501____________ SURVEYED BY tl&B SQFVE✓1N&AN2 blPPfINLJ1C________ DESIGN SUPERVISED BY B@BAN JdLPEIERS. PE_lXldlLEC tl0RN1_ $ DESIGNED BY KIM[EY_-HORN_&A5SQCIATE WC___________ SUBSURFACE UTILITIES BY INEBAW LORWALOk_______ 8 iYo3a Za,rv�g $o z R hy� O - V U B �+ a 4U�M 4�m`; U2 • Una• U MAIM MEN CAO ki. LIM Z ti REFERENCES A THIS SHEET FOR E&S CONTROL ONLY m a g• a 8Y a $. Bow oWY U2 U• U2 U�• S 7eOV22E E a g. (PROF/LES.DETAIL.& DRAINAGE DESCRIPTION SHEETS.ETCJ EROSION & SEDIMENT CONTROL LEGEND L DATA /7 Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 EXIST.STORM SEWER DATA IEfU EXIST.SAN.SEWER DATA IEl21 CONSTR.ALIGN.DATA IF Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1,2 or 3 M' ROAD PLAN 4 W ROAD PROFILE 4A COLLONADE DR. PROFILE 4BT r rsr-e Denotes Temporary Silt Fence, St'd EC-5 Type A or B DRIVEWAY PROFILES 4D ® Denotes Temporary Diversion Channel, St'd EC-12 RETAINING WALL DETAIL SHEET 4E RIGHT OF WAY PLAN SHEETS 4RW y--h-H► O Denotes Temporary Diversion Dike, St'd EC-9 DRAINAGE DESCRIPTIONS 6O1 UNDERGRWND DETENTION 6l2B7 DETAILS STORM SEWER PROFILES 6f31651 0 0.5' Cwrc. Cur 30�— 8 `L III —END CONK. C 4DE DR Ifpl ®' N STA.300.65.00 CO ONNADE P NE CONSTR. a PDT $Oe U �2 6'SN10'300 Sewer Line 6" PVC Q RCe-� Denotes Rock Check Dam, Type I: St'd EC-4 Rco-x Denotes Rock Check Dam, Type II: St'd EC-4 e-A Denotes Inlet Protection, Type A: St'd EC-6 O Denotes Inlet Protection, Type B: St'd EC-6 ODenotes Slope Interrupter: St'd EC-15 Ps Denotes Permanent Seeding Ts Denotes Temporary Seeding —LOD— Limits of Disturbance SIATE J'I-IAL� 250 0250-002-R98 VA. BUS. C-50164 OESIGN FEATURESEGULATIO RELATING R CONSTRUCTION OR i0 REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT i0 CHANGE a6 rvECEBSaFY BY THE va OEPi. OF TRANSPORTATION UO• • 1 �_6i'r71F� T f In � 1 1iENTR PROP. PERM. SIGHT DIST.EASE. 0250-002-R98 4C V2812oWavm3Nsw 9 4M PROJECT MANAGER A.XELSEY_&J3 3Z2-4501____________ SURVEYED BY tl&B SLFVE✓1Nli AN2 blPPfINLJ1C________ DESIGN SUPERVISED BY B@BAN JdLPEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY KIM[HY_-HORN_&A550CIATE.SJNL----------- SUBSURFACE UTILITIES BY INEBAW LUDWALPk_______ THIS SHEET FOR E&S CONTROL ONLY PropPlacemsddCrotectfveCweing Prop. Srd. EC - 2 DESCRIPTION SHEETS. ETCJ� EROSION 4 SEDIMENT CONTROL �Ec-x. Tr.� c-x. Tv. LEGEND Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Z�' RCR-+ Denotes Rock Check Dam, Type I: St'd EC-4 SURVEY CONTROL DATA /D EX/ST.STORM SEWER DATA /EU) Denotes Rock Check Dam, Type II: St'd EC-4 EXIST. SAN.SEWER DATA /El21 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type T, 2 or 3 R-A Denotes Inlet Protection, Type A: St'd EC-6 CONSTR. ALIGN.DATA NY ROAD PLAN IF 5 Denotes Inlet Protection, Type B: St'd EC-6 NY ROAD PROFILE 5A T rO rs-s Denotes Temporary Silt Fence, St'd EC-5 Type A or B O Denotes Slope Interrupter: St'd EC-15 DRIVEWAY PROFILES RIGHT OF WAY PLAN SHEET 5C 5RW ® Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding STORMDRA/NAGE DESCRIPTIONS STORM SEWER PROFILES 6l11 6l3F615/ yyrty O Denotes Temporary Diversion Dike, St'd EC-9 Ts O Denotes Temporary Seeding SIGNAL PLAN 8l31 —LOD— Limits of Disturbance MICBAEL IL MU CHELL Lie. No. ose(Oa .E STATE IIHEET No. .U. PROMECT 250 0250-002-R98 VA. BUS. C-501 5B RTING TO CONSTRUCTION 40 CONTROL OF TRAFFIC CHANGE AS DEEMED A DEPT.OF TRANSPORTATION 0128/2020 oWavm3Ns+pr_wrcMpN[av�npaunmpEYMmN2094WN5906W50E9n 0250-002-R98 I 513 Section 5. Stormwater Management Plan (Provide a reduced 11 x 17 copy of the latest stormwater management plan. Do not reference only.) Stormwater Management Controls The following stormwater management controls have been utilized on this project: ❑ Dry ponds ® Stormwater retention/detention structures Underground detention pipes are proposed at Outfalls A and B to meet Water Quantity requirements. One detention system is located between structures 3-1 and 3-2. Structure 3-2 is modified to be a control structure. The other detention system is located between structures 4-2 and 4-3. Structure 4-3 is modified to be a control structure ❑ Flow attenuation from swales and natural depressions ❑ Infiltration of site runoff ❑ Bio-retention systems ❑ Stormwater wetlands ❑ Water quality structures ❑ Other measures Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County PROJECT MANAGER d.RFLZEY l4341972-4501_____------- SURVEYED BY B&8-&BYEYING AND MAPPING, IIC -------- DESIGN SUPERVISED BY BBIAN MCPETERS P_E_WIMl EL-bt@u_ DESIGNED BY KIM(EY-daA & ASSQCIATE$INC.___-------- SUBSURFACE UTILITIES BY INEBAMM_ LQ8PWLg2&_______ WATER QUALITY AND QUANTITY III M 01 `l180111DIIDvIN WATER QUALITY SUMMARY A.SMIAREAI MPE M SODIUM FPEI M PMAD REMOVAL SBIARq (AC) AREAIACI ARFA(A1) 6OVER (LB/Ylg RaqtER® PRE-DEYEIDPMENT 1A7 0.67 0.00 45.3% 1.72 0.]3 PoST-0FVELOPMENT lA] 0.05 0.62 50.1% 2.13 THIS PROJECT IS REOUIRED TO REDUCE THE TOTAL PHOSPHOROUS LOAD B/ 0.73 LB/YR OVERALL THIS REDUCTION IS TO BE SATISFIED THROUGH A PURCHASE OF NUTRIENT OFFSET CREDITS. WATER QUANTITY SUMMARY Stormwater Outfall Table Site Area Acres L47 Drainage Area FmmSite(Acres) 0.22 1.25 Ovemll Drainage Area Acres 1.85 M.81 Drainage Area to Existing Detention systems Acres N/A 3.02 Runoff Reduction d 0 0 Receiving Channel Type(Natual, Restored, or Manmade Manmade Manmade Channel Protection Compliance Method Energy Balance Non -Erosive Flood Protection Compliance Method SO yr (y,n„n <30-yr Q,, 1 10 yr ra,r..ewpea< 10 yr Q,-es 1-e 1 a 2-e V,—rg (R/s) N/A N/Aar 14.49rVu.-seea(ft/0 N/A N/A 14.49VNun.d(ft/s) N/A N/A N/A 2NA G."(CFS) 5.16 LL84 N/AOm„I d(CFS) 4.% 11.73 N/A DA,_A(CPS) 5.00 1L84 N/A NOTE: Ourtall A calculations are computed using the SCS Method Outtall B calculations are computed using the Rational Method, since the proposed detention system forthis outfall discharges into an existing manmade stormsewersystem that requires additional calculations downstream of the detention point. Both outfall calculations accountforthe overall drainage area reaching each outfall. Drainage areas that are assumed to drain to existing detention systems are excluded from the water quantity calculations. NOTE: Proposed detention pipes are used to reduce the 10-yr O(ds) In the pipes downstream cf the proposed stoml sewer improvements. Q PLTH REVISED STATE srATE SHEET NO G{� UP Lj ROmE PROJECT �(° 0250-002-R98 LI o MCHILR. z VA. 250 MITITCHELL a BUS. C-501 IHI) y Llu. No.05R634 rc G� DESIGN FEATURES RELATING TO CONSTRUCTION �SSAONAL bTl OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY By THE VA OEPi. OF TRANSPORTATION 0/26/20UOov"un"SaWr_wo-Aw�mv_�amrmnaNVWms0z09aNroseOGwlMnyn 0250-002-R98 I IWO PROJECT MANAGER J.-ULZEY l4341972-4501_____------- SURVEYED BY B&8_&BYEYING AND MAPPING, 11C -------- DESIGN SUPERVISED BY BBIAN MCPETERS P_E_rKIM1.Et-bt@u_ DESIGNED BY KIM(EY-maA & ASSXIATESINC.___-------- SUBSURFACE UTILITIES BY INEBAMAP LQHPWVQfl_______ ------- LEGEND PROJECT AREA (A -SITE) - POST -DEVELOPMENT -A-SITE-IMPERVIOUS LAND COVER WATER QUALITY AND QUANTITY SHEET OUTFALL A OUTFALL B AREA(ACRES) 0.22 1.25 PRE-DEV. IMP. COVER (ACRES) 0.12 0.54 POST-DEV. IMP. COVER (ACRES) 0.14 0.71 PRE-DEV. CN 82 76 POST-DEV. ON 85 82 dEpLTH DF RENSEO ITA TE STATE ROUTE PROIELT SHEET NO. 250 0250-002-R98 o MlTCFnMICHUELL 2 VA. US IH(2) MINo.05 a BUS, [i_5[]� Llr. No. ose6Ta m POAEDESIGN FEATURES SRELATING AND TOCONSTRUCTION OFTRA FFIC ANN/ONAL REGULATION MAY BE SUBJECT TO CHANGE AS DEEMED _. _.- •� rvECESSARY BY THE va OEPi. OF TRANSPORTATION OUTFALL B ro/2s/=0ovavmevsWr_wo-Aw�mv_/a'OrmnaNVWmsoza9aNroselXA011kegn 0 100, 200' 0250-002-R98 I IH(2) PROJECT MANAGER A.XELSE✓_(93N3Z2-4501____________ SURVEYED BY B&BSUFVE✓IN AN YVPPING.ILC________ DESIGN SUPERVISED BY B@BAN JdLPEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY &MNEY_-HORN_&A530CIATESJNL----------- SUBSURFACE UTILITIES BY INf3AW LGREOBATIOk_______ 5 1.)CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. 2.)CONTRACTOR SHALL COORDINATE WITH DOMINION ENERQ�3TO STABILIZE POLE NEAR STRUCTURE 3-3 DURING CONSTRUb?JON OF DRAINAGE STRUCTURE. CONTRACTOR SHAL GIVE DOMINl019' �a1Z LEAST TWO WEEKSR'NOTICE. a o Om g0 � r' Bi m 8 Uz ao2b 8� RA CURB BY R 7 DO/ N ^ THE RECTOR AND VISITik' THE UNIVERSITY OF VIRd DO 251 PG 005 11.16 AC. PARCEL ID' 06000-00-00-03100 REFERENCES (PROFILES, DETAIL& DRAINAGE DESCRIPTION SHEETS"ETC.) SURVEY CONTROL DATA /D EX/ST.STORM SEWER DATA LED) EX/ST.SANSEWER DATA /E(2) CONSTR.ALIGN .DATA /F RADIAL STAKING DETAIL SHEET 2E ADA GRADING DETAIL SHEET 2F IVY ROAD PROFILE 3A E&S PLAN 30 DRIVEWAY PROFILES 3F RIGHT OF WAY PLAN SHEET 3RW STIl1FRIED LANE PROF/LE 48 DRAINAGE DESCRIPTIONS ED) UNDERGROUND DETENTION 6(2A) DETAILS STORM SEWER PROFILES 6(3)-6f5 I?II ITI' RFIM PI AMC /rYil 1% 3.)CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING CURB RAMPS°��`�"✓ Fr-,� 12-21-18 AND ENTRANCE BETWEEN STATIONS 120.75 AND 121-50.CONTRACTOR a 10-18-19 250 0250-002-R98 SHALL TEST PIT AND VERIFY LOCATION AND DEPTH OF EXISTING, GAS ° alireTEas 5 07-17-20 VA. BUS. RW-201 C-501 3 LINE /N ORDER TO AVOID IMPACTS. • uc No. al4os a P ESNtONAL DESIGN FEATURES RELATING CONSTRUCTION E�° DR i0 REGULATION AND CONTRR OL OF TRAFFIC do MAY BE SUBJECT i0 CHANGE AS DEEMED d m N 1Z, Brien A McPr,Rm 'O0 NECESSARY BY THE VA DEPT. OF TRANSPORTATION a a 2020.10.271327544) m Umm N ui BpNNU SHUN oWY4�I �p KImieY-Horn B A..imi,Inc. RiMmOM,Vir9inia h� a �;�Y U>x • • ROADWAY ENGINEER 4 LTH OF` i 8 BUCK/NGHAM BRANCH RAILROAD p b\$ �+ �F,P -CHAeLIL i (1- ----+----____�___�____F---+--------+---�-__-�___�____F_--t----a�;T..�,fr--- ____r_--�- MITCHELL L1<. No.058634 .., Old Rallrood ...es Old Ra//rood Tie n,g, or,,, Old a Low Brush & Hlgh Gross La+ Brush & H/gh Grass EXIST.R/W + W� -t'Wy� r High Brush a VEllIffDOT/rRI�7T VDUT Project 722A-2 Rie. 2+ 8 7/FO _ "--- _ _ _ 'B¢'e p�5f Pwe^zn. R. ROAD CONST _ _�-T 1 _ Coated Steel 6.0 i 4W Cdsulroh,(' AI - i - - — 7 —_—_ - (B - N lBUS.RTE.250) ' „ s 7l' 09' 22' E PROP R/W EASE.��, NT. OF .' $ ;TURF ND CC ° AIM o g o TA 20 NE z o N P )F t $c�gr j \ 3`O q \\t ei�Z�i-�fJ•C� �i - - LIMIT NI PHUP. 0 P PERM. IFpg�yr -o Fa •� on � v�f4 fl laTO:�^( f/ CJQ M HII - 1I� 1I�1 /,C'�, Sidadolk' 2 Stmy BrICk ' 2260 m $ o $- o 15 h g pF g 'rho p � a Sa 2 cs ao ,z) q. 8 002 8 JOSEPH W. TEAGUE & MARY JANE TEAGUE DR 775 PG 154 0.90 AC. PARCEL ID' 06000-00-00-03700 _1 "'33SS o o PA{P. PERM. DON ENERGY ! ob $ o o E. 4 J a PROP A -MP. AA Std& TR O Z45 o 1;^ 3 ti U qyp m cps $WU � o � 3.m U>• b 3 3 a j 003 a a WEST END SHOPS - WENT. C A VIRGINIA LIMITED UABILIT' C&PANY DB 1805 PG 670 L42 AC. PARCEL ID' 06000-GOM 03800 CON Rod F d. LEGEND ® DEMOLISH AND REPLACE PAVEMENT "d.a"(; PROPOSED CONCRETE IS EX/ST.P/PE TO BE ABANDONED ©STa CG-7 READ. ® EX/ST.P/PE TO BE REMOVED t® RAD, CG-7 REO'D. PROPOSED PAVEMENT ® OBSCURING OF PAVEMENT ® TO BE CLEANED OUT ® STD. CG-3 REO'D. MILL/OVERLAY/BUILD UP Q/ STD.CG-2 REDD. ® SIGN TO BE RELOCATED (BY OTHERS) 0 STD-UD-4 REO'a © STBCG-12 TYPE A REBD. �- L _ _ _ _ DENOTES CONSTRUCTION LIMITS IN CATS ® STD.CG-12 TYPE B REO'D. ® STD. RW-3 REDD. C -DENOTES CONSTRUCTION LIMNS IN FILLS A PROP.5'CONCSIDEWALK ® CITY STD. SIDEWALK WITH MONOLITHIC CURB NOTE: LOT -DOT -DASHED LINES DENOTE TEMPORARY EASEMENTS. © PROP.BCIONC.SIDEWALK A CRY STO. SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. UTILITY TO BE RELOCATED !BY ® RAO. CG-6 REo S. OTHERSI ® STD. CG6 REDD. 57 e h W N Z /. ul =11MI15 UTIN EASE DOT O MN a a 40 'O d N p q O _P Ey O `a U � 3 004 3 � N WEST END SHOP - EAST. LLC VIRGINIA LIMITED U ICRY COMPANY \ OB 11.05 PG 1.05 AC. 4 PARCEL ID' 06000-00- -03900 DOMINION VIRGINIA POWER UTILITY OWNERS MR.NATE HORSTICK 1719 HYDRAULIC ROAD SEGRA CHARLOTTESVILLE,VA JARED MORR/S CENTURY LINK TEL•(57/)992-5539 524 W.BROAD STREET EMAIL NaIMMel aHwstickMomffi erg/som WAYNESBORO.VA MSTHEREST COMCAST OFFICE: (540) 949-3466 MAINBRYAS WEST MAIN STREET MR.PHIL1P PERRY EMAILJored.Marrlsesegrocmm CHARS OFFICE. (434)9LE,VA 2209/ OFFICE: f439197/-137/ 324 WEST MAIN STREET ACSA (WATER & SEWER) CELL:(434)806-6826 CHARLOTTESVILLE.VA 22091 E-MAIL: thawadryonWoeafuryflnI 69-7043 ALEXANDER MORRISON EMAI EMAIL: PNIlpperry6Corrcastmm 169 SPOTNAP ROAD UVA GAS CHARLOTTESVILLE.VA 22911 TELEPHONE / FIBER / SANITARY (FM) (434) 977-451I X 116 MR. MARK ROACH MS.MARY ZYLOWSKI EMAIL: onKVAsdMfserviceaulMHlyOr9 (434) 243-1704 CRY OF CHARLOTTESVILLE (CC) EMAIL. msr3w 1rglNaedu 305 4TH STREET CHARLOTTESV/LLE.VA SCALE vzaecT OFFICE: (434) 970-3615 F====� 0250-002-R98 EMAI11 2YA0WskIMharIoffW11Leorg 0 2550' 3 0/27/2020 3dg1 STATE PROJECT MANAGER A.XELSEY_&J3 lV2-4501____________ SURVEYED BY B&9SUFLE✓1R&2NQbl EgrGJ1C________ DESIGN SUPERVISED BY B@INN JdLPEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY KgM _-HORN_&A55QCIATE W(l___________ SUBSURFACE UTILITIES BY INEBAW CV)D BALOk_______ NOTES: 12-21-18 CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD $ 10-1819 250 0250-002-R98IJ mlcxAert?zVA. 3B PER VCOT STANDARDS. s� m MITCReLL as BUS. PE-101 RW-201 C-501 o.05q,vh U RANDTCONTROLING TO C ORSTO R GULAIGN TIONES OFB TRAFFICNy m ' �'�'2 NAL BE SUBJECT i0 CHANGE AS DEEMED 3 �api �� o ^MAY Nkxeei ANA@ Brien A McPsters NECESSARY BY THE VA DEPT. OF TRANSPORTATION oxozo.ta.xrzs: aoo' 2a20.10.2T 13282406'00' d h q AR— o y N Y U8' 3 Kimley-Horn & Assodates, Inc. Klmley-Horn & Associates, Inc. 2a2. LL v m m g� N Rid,m0n01 Yryinia Riennona, Virginia p� o HY=LICENGINEER ROADWAY ENGINEER w$��Na �70 BUCKINGHAM BRANCH RAILROAD _ T Exlsr/rig RIgM of W, . . . r . , —�I DOT P=olecl �=/04-/0= Hardwoods a Q� .W J Q fl ICIif W FRCP Vg y>�h, % / is 2//-- i �( 0 Oqq, C III pW p o C,p aoM�� Lo „ a d Fao a' 0 8�98N v aN N 3 J« c 30 3 to a 3rb p2 h o ro,n -------------- 4— —01 Iron r EX/9T.Rilt'� � Law Brush "�ITIFO 'Century Unk) n A coal StRal ____________ 34- u ken iAC-Sdt______________ S 7fW2rE Cast IronQ fl fl fl a a C b & 3 y¢ �uPon m _ - 6 Grass-Fxhtharmn 8'W - kink) _ -4 TO REMAIN fl Q -43T In PI. 24' RCP 8 �b �N �gN !Century �lOSFMEMNN lam. 61 f5 65' 06' 00" E Ioo.2d1 00 In pl. I6"Iron - _ jj'436 ______ __________ �5 __❑. Iln P-`1: 24`R6� In Pl. 24'RCP TIT 0 (Century Llnk) -1 ' \\ II N— $ II � !C T/FO II �� Tu $ III II �� n 1/D c $ a III III Y N b b I II c` D0I II V III ate° II b e Ii aE THE RECTOR AND VISITORS OF If II ° THE UNIVERSITY OF VIRGINIA DR 251 PG 005 II 6 PIC 11.16 AC. II �I,eS� PARCEL 1D' 06000-00-00-03100 II .438II1, '305,;Og1 !A '450 11 �Ih § e \ II II REFERENCES (PROFILES.DETAIL& DRAINAGE DESCRIPTION SHEETS.ETCJ ® DEMOLISH AND REPLACE PAVEMENT LEGEND "d.a"(: PROPOSED CONCRETE a EXl$T.P/PE TO BE ABANDONED ©STa CO-7 REaa SURVEY CONTROL DATA /D EX/ST.STORM SEWER DATA IEU) ® EX/ST.P/PE TO BE REMOVED /® RAO, CG-7 REO'D. EX/ST.SAN.SEWER DATA CONSTR.ALIGN .DATA /E(2) /F PROPOSED PAVEMENT ® OBSCURING OF PAVEMENT ® TO BE CLEANED OUT ® STD.CG-3 REaa NY ROAD PROFILE 3C MILL/OVERLAY/BUILD UP Qi STD.CG-2 REO'D. ® SIGN TO BE RELOCATED (BY OTHERS) E&S PLAN 0 STD-UD-4 REO'D.I- RIGHT OF WAY PLAN SHEET 33BRW L _ _ _ _ DENOTES CONSTRUCTION LIMITS IN CATS © STD.CG-12 TYPE A REDO. ® STOCG-12 TYPE B REO'D. ® STD. RW-3 RED'D. C -DENOTES CONSTRUCTION LIMITS IN FILLS A PROP.5'CONC.SIDEWNX ® CITY STD. SIDEWALK WITH MONOLITHIC CURB NOTEr GOT -DOT -DASHED LINES DENOTE TEMPORARY EASEMENTS. © PROP.BCONCSIDEWALK A CRY STD. SIDEWALK NOTE: DOT -DASHED LINES DENOTE PERMANENT EASEMENTS. UTILITY TO BE RELOCATED (By ® RAD. CG-6 REaa OTHERSI ® STD. CG6 READ. Curve NY-1 Pl-108-0631 DELTA - 26'02' 12217 (LT) D •2'3a4B T - 56927' L - U/5.74' R • 22800 PC • /0239A4 PT • 113.5478 V • 35 MPH e • MATCH EX/ST.S£. W) 0250-002-R98 I 38 0,2r/2020 -V ,aNs pr31? g 2 PROJECT MANAGER A.XELSEY_&Jtb3Z2-4501____________ SURVEYED BY B&9SUM6E✓1N&ANId b!AREWLJ1C________ DESIGN SUPERVISED BY B@IAN JdLPEIERS. PE_lXldlLEC tl0RN1_ $ DESIGNED BY KUNEY_-HORN_&A530ClATE.SJNL___________ SUBSURFACE UTILITIES BY YEBAW LUDWALOk_______ 8 N Z .� P �n t 'oIS d IS m aN �i E m 4 m Di 4U�h 4omN SZ 80� �• �� oY o, - 84UN $SUN U2 U. U2 2 1 oW2e Fo�2Y H. _ Y y .. STATE 'c 12-21-18 0250-002-R98 MICIUELN. ?. o ewaN.t 2 VA. 250 4 MITCNELL 9 O MaPETERS s BUS. RW-201 C-501 LIc. No.05%JC LIU No. W1M15 q ��a� DESIGN FEATURES RELATING TO CONSTRUCTION S'P10AI Ca, ESS/ONAL E,O OR i0 REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA OEPT.OF TRANSPORTATION MiKM1 Bran A AMPI 'N20.102713:28:51-04'W' +______Tiey____+___y____r----___r---t---r____r___y_---r---rt----r---t-------r-� Old RODr00d s EX157.R/W Law Brush M 6 „ j --__r___Y__r_. 0/d Railroad Tles Q �0 Low Brush 0 �� III sD��`344 ,Q 5 zIF sr Cooled Steel e �y Sa RH Ea9ear 6'G eweme — — �4 o 6 r U ~ h/0- / 5,77 LT i . r SRYCUT7 �l ve/ ✓/✓ / / :- / i i �CUAR&;TYPE TRANSITION r (i/ro Dl /2150Ff. SEE DETAIL SHEET 2A SAWCUT - rzal e4 . Y rr V \ \\ 2S Isl G ____Edge oY Povem_enl CIA PI'' ,SC., I`4 PO i $ p, ua UM a a g ci y v P III 3 F , I I M 4 4" � Y . EAST. LLC ......... _. __ Curve NY-2 P/-133-SL04 DELTA • 2r3244B4'(RT) D • Z32 23" 48 ___ _ _ ______ _} _ �-I-_ L • 22�2179 PO Old Ra//roa PT • 137.70J6 V • 35 MPH e • MATCH EXIST. S.E. Low Brush + 1 L e M V IIX.4- IOD'R/GHT TURN TAPER - e l00'R/GHI TURN STORAGE TURNRRAGE q \ `� oii 4/? ' : Ilia 4 I��� �� _.. `- '^ o ','„� iiio ��` ._._._.._..___.._.._..___.. O� SWL\-. _ _ F5 NEO.. ��� '9W/OD'I 0 ® PROP. TEMP. p y; EASE.FOR 8 Gas Flller Caps ENTRANCE PROP.SLOPEGHT III PROP. TEMP.EASE.FOR CONSTR.OF II. LL Aspholi ' III Q CONNECT TO EX/ST.66T JOuWALL 11S I'ii'i iz i� h a� . Pad w/ Overlp/y /n PL-6"PVCB /n PL CONNE� TO EXIST. I r Gl �� 0 C3 6"PVC _ -- -� = _= 8 5 d v: Po n fi � III p U II YGL o� �n o G $ a ST N 3 + C 005 TOWNSIDE EAST. LLC DB 1681 PG 133 2 35 AC. DR 1805 L05 PARCEL ID' PG 664 AC. 06000000003900 PARCEL ID" 06000-00 00-0140C1 REFERENCES !PROFILES, DETAIL,& DRAINAGE DESCRIPTION SHEETS,ETC.I LEGEND SURVEY CONTROL DATA ID EX/ST.STORM SEWER DATA /E!0 IS EX/ST.P/PE TO BE ABANDONED EXIST. SAN. SEWER DATA CONSTR.AL/GNDATA 021 /F ® DEMOLISH AND REPLACE PAVEMENT "d.a"(: PROPOSED CONCRETE - EX/ST.P/PE TO BE REMOVED RADIAL STAKING DETAIL SHEET ADA GRADING DETAIL SHEET 2E 2F PROPOSED PAVEMENT ® OBSCURING OF PAVEMENT ® TO BE CLEANED OUT NY ROAD PROFILE 4A SIGN TO BE RELOCATED !B/ OTHERS) COLLONADE DR. PROFILE E&S PLAN 46 4C MILL/OVERLAY/BUILD UP �/ STD.CG-2 REO'D.® 0 REO'D. © STD.CG-12 TYPE A REDO. STD.UD-4 DRIVEWAY PROFILES RET.WALL DETAL SHEET 40 4E -_ DEMOTES CONSTRUCTION' UMRS IN CUTS ®5T0.CG-l2 TYPE B REDD. ® STD. RW-3 REO'D RIGHT OF WAY PLAN SHEETS 4RW C _ DENOTES CONSTRUCTAY LIMITS IN FILLS A PROP.5'CONC.SIDEWNX ® CITY STD. SIDEWALK WITH MONOLITHIC CURB UAINAGE DESCRIPTIONS NDERGROUND DETENTION 5") 6l2B) NOTE: DDT -DOT -DASHED LINES DENOTE TEMPORARY EASEMENTS. © PROP.6'CONC.SIDEWALK A CRY STD. SIDEWALK DETAILS NOTE: DOT - DASHED ONES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY ® RAI CG-6 REoD. STORM SEWER PROFILES 6` 16l51 OTHERSI ® STD. CG6 REDD. UTILITY RELOC.PLANS 10l4) LO PLACIM URWALL b IIL' Ufi w 30 2 µ W d c� AQE OR E CONSTR. tll t; a PROP. PERM. SIGHT DST, EASE. m .ON c o ` DR �T*. ONNADE NE 2V 00 N 920 xti ING OIL COMPANY INCORPORATED DO 713 PG 670 U 2 3 3 0.92 AC.lPer Colculollon) PARCEL ID' 06000-00-00-040DO = w PDT I .i0®`00.00 O �x �z 6`300 Sewer Llne 6"MC ©STD. 00-7 REO'D. /® RAO CG-7 REO'D. ® STD. CG-3 REa0. 7 h Lu L h H NOTES: IJ SEE SHEET 3 FOR UTILITY OWNERS. 2.)CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. 3JCONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING STORM SEWER BETWEEN STATIONS 125.00 AND 126-00.CONTRACTOR SHALL TEST PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS LINES IN ORDER TO AVOID IMPACTS. THE CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE GAS TO RELOCATE GAS LINES IF CONFLICTS EXIST. 0250-0020250-002-R98�4 )/27/2020 ovavmevsw4dgn STATE PROJECT MANAGER A.XELSEY_&J3 3Z2-4501____________ SURVEYED BY tl&B SLFVE✓1Nii AN2 brPPfINGJ1C________ DESIGN SUPERVISED BYB@rAN J(CpEIERS. PE_lXldlLEC tl0RN1_ DESIGNED BY KIM[EY_-HORN_&AISOCIATE WC___________ SUBSURFACE UTILITIES BY INEBAW 0121WALOk_______ Al 4 $+ 2 0 m i N BUCK/NGHAM BRANCH} RAILROAD Y ___7ro0 � Tles Old Rallrood Tles Q v 0 d Q Exist/n9 Rtglk 9 IF, mow• o\ W V Pro 72 act 722A-2 Rte �250 � Cow Brush �' Z H - - TH-38 � W� r� (Gene l Pumps Q3� � A h 3'S cP TEMPEASETbR ENRANCE rw p, FOT� Q § o Ppl h � I 0 b h a� W h$ 6 4 006 N x a° a= h WHITING OIL COMPANY INCORPORATED DB 713 PG 670 0.92 AC.(Per Calculation) PARCEL ID' 06000-00-00040DO SURVEY CONTROL DATA EXIST.STORM SEWER DATA EX/ST.SAN.SEWER DATA CONSTR.AL/GN.DATA RADIAL STAKING DETAIL SHEET ADA GRADING DETAIL SHEET NY ROAD PROFILE E&S PLAN DRIVEWAY PROFILES RIGHT OF WAY PLAN SHEETS DRAINAGE DESCRIPTIONS STORM SEWER PROFILES SIGNAL PLAN gi r/9\ SAWCUT C' 0250-002-R98 o mlcx.«eLa ?. BwaN.t VA. 250 5 MITCReLL a moeeTERs s BUS. PE-101 RW-201 C-501 Lic. No.05BU9C Llu No.Nn_g m PO ww 'A ww 40 pp� o y� 3 F�SN/ONAL LESS/ONAL ORBTO REGULATION IGN FEATURES RANDTCONTROLING TO C OF B TRAFFIC N MAY BE SUBJECT TO CHANGE AS DEEMED v s'h LV� O Y MknmiNMnc &Ian AMcaemrs NECESSARY BY THE VA OEPT.OF TRANSPORTATION 20POr O2723: i aoo' M20.10.27132924 Nli(r adz C $ 3 Q Q U KimIe Harr&Ronm nd, Yryinia 'Inc. Klml Riennona, Virginias Inc yQ 2 ���8 q0 yy=o �� HYDRAULIC ENGINEER ROADWAY ENGINEER LJ TO RICHMOND arlroad Old Ratlraad Tles Z. ` Old Rollrood Tles ` o �'.�• Av r Q F� WF' m pad + o/\lro, 0 � ^ o Zo (n 6 6Z 2'00•E b 2/8.0'1 Ya o. iron Iran VEPO E..� Yns� -� � pPj+ C +i m fro re Q1O W y �Fo. iOi J� r s�i� a , •'- -=3_s/ s l,�nsY SHOPPIN C ERCOZWe 0 4.: DB 9/7 P 21 Meto/ �� "� C �� 3'Co 0.31 & Ca �Or Porf v >\ N EXIST.R/W \\ <•�ryA.�AP• 7 /.9 LO7 / Wosh 3 h - _-_ �•a �� • Much �q^rsb `s3„ c` g� J R W \_n-a'B,sw� iz 4i4 ,1.���2"Su,Serye U� 'D aP �y d a �•J`0� a= B ,�(�,(V�'" Concre d��'�-� , ,'�' M> t,;� ;'`�^r�, 4 s� �, a� �S�p• �62 g V ''%, �, '� ���.-�" t•�c= �'",9�$' UNNERSITY SHOPPING R. MAILBOX IVY ROAD CDNSjR � / ' � ✓ Ps / - _ �°�' DB 9R PG 2/ "RELOC. 1 _- / r / N TM' MAP• 7-1.9 LOT IB STRUCTURE '000 AND INCOMING 42'PIPE - '' o / i `/`�',� 7 L i- 43• rg ARE UNVERIFIED BY SUR✓EKINFORMATION IS ASSUMED BASED ON CHARLOTTESVILLE GIS. r_O 6g ♦�„ a l� .F-$?� i �-r-� UI °o QB,p?�FX7n STURCTURE •000 INVERT IS INACCESSIBLE. ITRuG6 '- ?RANE R P,TEMc q fix'. Curb � ✓� R• � V 11 Cork• o l I%P.EAS tb/t Curb UES sNti� a�2 V b 2 444 _ $ EXIST.RIW� teR ^rsq""• n-./' ...-.-.. .... ... ...,... ,.. Bary R t sI c fl TO r<"' ` r/cR r'pROP g Pi 3 cS 2206 IVY AD LI Q'v yTRPfFM D °• OOT FO OB 4282 PG OI D'�' tl' SIGNAL d a• o TSa 2/ C. 4W` y 2 EASE. .�• C o y4 4� q tARCEL ID, 06 �00-040E0 W T. • 20190 008 9 g m g g D lfil PG 386 /at) p .570 m v m d l dhG 8 PARCELID' -GO-OABI ' y ITOP Warr 0o h S �2 o pod well e IFd 0Wn10540.65' VeGd1 o a5+�b' YB b h a cS ° � h a a§a i8 A .vexed Waods $T - ---- -- - -- - NSTR. ROE. PERICSK;*AM. L TRAFF ASf. 009 O �o u,Dug o ST. ANNE'S - BELFIELD. INC. �Nc S° DB 368 PG 197 C g i $ !PROPERTY 21.02 AC. PARCEL 07OXII01 PER INFO GIS) ° 4N '1a0i�y Q ° r0 y �g Og ® DEMOLISH AND REPLACE PAVEMENT LEGEND "d.a"(:_ PROPOSED CONCRETE IS EXIST. PIPE TO BE ABANDONED ©STD. CG-7 REa0. ID LEO) ®EX/ST.P/PE TO BE REMOVED I® RA0. CG-7 REO'0. IE(2) IF PROPOSED PAVEMENT ® OBSCURING OF PAVEMENT ® TO BE CLEANED OUT ®TES CG-3 REO'D. 2E MILL/OVERLAY/BUILD UP / STD.CG-2 REDD. ® SIGN TO BE RELOCATED (BY OTHERS) !J(1 2F STD-UD-4 REO'0. IJ SEE SHEET 3 FOR UTILITY OWNERS. 5q �- © STOCG-12 TYPE A REBD. ®STO.RW-3 REdO. 2J CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG M' ROAD 5B L _ _ _ _ DENOTES CUNSTRUCTIOA' OMITS IN CUTS ®5T0.CG-l2 TYPE B REO'D. 5CL—_DENOTES O7NSTRUCTION LIMNS IN FILLS PROPS CONC.SIDEWALK ® CITY STD. SIDEWALK WITH MONOUTH/C CURB PER VDOT STANDARDS. 5RW NOTEr LOT -DOT -DASHED ONES DENOTE TEMPORARY EASEMENTS. © PROP. BCOAC. SIDEWALK A CRY STD. SIDEWALK 3J SIDEWALK EAST OF OLD IVY ROAD (ROUTE 601) AND ST.ANNE'S 6(U NOTE. DOT -DASHED LINES DENOTE PERMANENT EASEMENTS. TO RELOCATED ® RAO.c;6 REoD. EXIT SHALL BE CITY OF CHARLOTTESVILLE CITY MIX. SEE DETAILS 6(3}5(5) UTILITY BE (BY OTHERS) ON SHEET 2B. 8(3) ® STD. CG6 REO'D. Curve OLDIVY-1 PI. 40/•5002 DELTA • 203' 56.W (LT) D • 0' 4Y 19' T • 150DO L • 300DO' R • 8,3207r PC • 400.00DO PT • 403.00.00 V • 35 MPH e • MATCH EXIST. S.E. Curve 1YY-2 PI - 133.51D4 DELTA - 2T32' 44B4' (RT) D • 032'23' T - 42925' L • 84837' R - 2z56D' PC • 129.21.79 PT • 137.7016 V • 35 MPH e • MATCH EXIST. SE. 0250-002-R98 I 5 0/27/2a20 -, a,aNs'pr_wrcKVwYav_rnpaunmµ'eIMmN2oemJPo5ftMW5dgn PROJECT MANAGER J.RFLZEY f4341872-4501_____------- SURVEYED BY B&8-&BYEYING AND MAPPING, IIC -------- DESIGN SUPERVISED BY BEIAN MCPETERS P_E_rKIMLEt-bt@1_ DESIGNED BY KIM(EY-maA & ASSXIATC INC. __ ---- SUBSURFACE UTILITIES BY MfBAMAP L'Q6PDRAUQM------- olffil ' I \ . (� I II>I( I" �I�12 I(�). aENSEo STATE STATE SHEET NO LTH pA, R9-7/17/20 U. PN.ELT Po 0250-002-R98 MTTCHELLL > VA. BUS. C-501 250 6(1) u<. No. osewa x �w DESIGN FEATURESREGULATION RELATING R CONSTRUCTION SSJONAL LNG OR i0 REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT i0 CHANGE AS •� NECESSARY BY THE VA OEPi. OF TRANSPORTATION SHEET 3 SHEET 4 4-I 1 STD. DI-39 RED. SHEET 5 J-I I STD. 01-48 RED. L•16', H•7.4. INV • 56U5' L•16'. H•78'. INV • 55497 5-1 MODIFY EXISTING DROP INLET STD. IS-1 RED. ADJUST TO GRADE, RAISE 126' 3-1 TO 3-2 50'-36' CONC-PIPE CLASS WRE0. (3' COVER) SEE GENERAL NOTE D-14 ADD T-D1-38.L•' LEA( RESISTANT JOINT TYPE 4-1 TO 4.2 /74'-l8' CONC.P/PE CLASS 111 RED. f6' COVER) PROPOSED RIM ELEV • 53933' INVfINJ • 56/JS'. lNV(D(lTI. 56/A0 SILT TIGHT JOINT TYPE 5-2 I ST4 OF7 RED. GRATE A TYPE /RE0. 3-2 / RE0-l5 SHEET 6/2AJ WIN) • 55490, /NV(OUT) • 550.00' H•75',AC • 527D0 RIM • 53450' 18'. H-60, • S6/A0 H60, , 4-2 / STD. DI-4EE RED. CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF O STD. . STD. IS-1 RED. L•16'. H•1201. INV • 54530' STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. 3-2 TO 3-8 52'-15' CONC.P/PE CLASS NRE0.!4' COVER) 1STD.SL-1RE0. STD.IS-I RE0. 5-2 TO 5-3 4B'-30' CON4P/PE CLASS W RED. IF COVER) 5/LT TIGHT JOINT TYPE ACCESS UD SHALL BE SUP AND TRIP RESISTANT SILT TIGHT JOINT TYPE INVON) • 527DY, IWADUT) • 526DO' INWIN) • 55/00', INWOUTI. 559.W 3-3 / STD. DI-2B RED. 4-2 TO 4.3 /9/' -48' CONC.P/PE CLASS Nl RED. (3' COVER) 5-3 8J LF STD. MH-2 RED. L•16', H•4.4, INV • 550DO' LEAK RESISTANT JOINT TYPE I STD. MH-1 FRAME & COVER RED. INVIIN) • 54530'. INWOUT) • 544.70' INV - 526W RIM - 53474' 3-3 TO 3-8 9'-15' CONC.P/PE CLASS NI RED. (3' COVER) q-3 / M00.01.4E RE4lSEE SHEET 6f2B)1 1 M0 .6144E SEES STD.IS-/RE4 CONNECT TO EX/STING 42CON4P/PE SILT TIGHT JOINT TYPE INWIN) • 560.00. INV(OUT) • 559BO' IRE • CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF ST4/5-I RE0. STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. ACCESS LID SHALL BE SUP AND TRIP RESISTANT 3-8 49 LF STD.MH-2 RED. I STD. MH-1 FRAME & COVER RE4 4-3 TO +4 24' -24' CONC.P/PE CLASS /it RED. W COVER) INV • 559.42'. RIM • 55507 SILT TIGHT JOINT TYPE CONNECT TO EX/STING 3'.6',AND AV IRON PIPES /NVUN) • 544W, INWOUT) • 5443D STD.IS-I REO. 4-4 60 LF STD. MH-2 RED. 340 I STD. DI-3B RED. 1 STD. MH-I FRAME & COVER RED. L•I4', H•38'. INV • 56470' INV • 54320 RIM • 55O.,W SEE GENERA. NOTE D-I4 ST41S-/ RED. ACCESS LID SHALL BE SUP AND TRIP RESISTANT 3-10 TO 4-1 17Z-15' CONC.P/PE CLASS NI RED. (2' COVER) SILT TIGHT JOINT TYPE 4-4 TO EX.4-7 It'-2,F CONC.P/PE CLASS IN RED.W COVER) INVfIN) • 564.70'. INWOUT) • 55680' SILT TIGHT JOINT TYPE UNWIND • 543201. INV(OVT) • 54300 4-5 35 LF STD. MH-1 OR 2 RED. I STD. MH-I FRAME & COVER RED. INV • 55900' RIM • 56320 ST41S-/ RE0. CONNECT TO EXISTING /5'CONC.P/PE 4-5 TO 4.6 /7'-15' CONC.P/PE CLASS IN RED. f2' COVER) SILT TIGHT JOINT TYPE INV(IN) • 55900, INWOUT) • 558-10 4.6 / ST4 DI-7 RED. GRATE A TYPE III RED. H•3f. INV • 556.40' RIM • 56/50 ST4/S-/ RE0. 46 TO 4.1 13' -15' COW. PIPE CLASS m RE0. (7 COVER) SILT TIGHT JOINT TYPE INWIN) • 558.40'. INWOUT) • 558,00' EX.4-7 MODIFY EXISTING MANHOLE TO ACCEPT PROP.24'CONC.P/PE (PER SURVEY - EXISTING STRUCTURE •418 - SEE SHEET 1E) NOTE, ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-/ 0/26/2020 ovavmevsWr_wo-AWWv_JNNrmnaNVWmsoza9aNrosePAWlnCgn 0250-002-R98 I 6(1) PROJECT MANAGER J.1ffLZEY l4341972-4501____________ SURVEYEDBy ERVISEf4' Y GBIING AND MCFETE PING, 11C________. ����YAY�/)��V ����Y��T�Y7T}� �j-V ��V����� DESIGN SUPERVISED BY BSIAh' SXIAF 9S ---- ---- �`P.�@,� I1�hrJ E., I'�/I I'�/I IlllRk 1IIE 1IlwA DESIGNED BY KIMLEY-HQRN &_A_$$CCIATE$INC.___________ SUBSURFACE UTILITIES BY INEBAMM_ LQBPWVQfl_______ STRUCTURE 3-2 TOP VIEW I112ANGLE /RON.BOLTED TO EACH SIDE OF INLET,TO SUPPORT STEEL DEFLECTION PLATE 3 X STAINLESS STEEL HINGES BOLTED i $'!AIMLESS STEEL TO DEFLECTION PLATE AND INLET ' INLET FLOW WALL TO ALLOY DEFLECTION PLATE TO SWING UP FOR MAINTENANCE DEFLECTION PLATE """""""""-r A NO OR SQUARE q 120PEN/NG 1 ! THROUGH WEIR WALL 8W/OE WEIR WALL 3ECONC.PUPE /NVUN) • 5&.00 I//2'ANGLE /RON.BOLTED TO EACH SIDE OF INLET•TO SUPPORT STEEL DEFLECTION PLATE RIM • 566% , STD. T-0/-4B.L-18 PRECAST TOP UNIT NOTES: /.ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH MH-I COVER. SECTION A -A RENSEO STATE STATE SHEET NO. NLTH OF ROUTE PROIELT p} TEA 0250-002-R98 o hoceaeLa. VA 6(2A1 250 rvnTceeLL a BUS . C-501 u... rvo. aseuu � P �m DESIGN FEATURES RELATING TO CONSTRUCTION S/GNAT. S OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED • rvECESSARY BY THE VA DEPT.OF TRANSPORTATION I v2 ANGLE IRON, BOLTED TO EACH SIDE OF INLET TO SUPPORT STEEL DEFLECTION PLATE 3 X STAINLESS STEEL HINGES BOLTED TO DEFLECTION PLATE AND INLET %'MIN. I8'WIDE WALL TO ALLOW DEFLECTION PLATE TO STAINLESS STEEL SWING UP FOR MAINTENANCE INLET FLOW DEFLECTION PLATE BOTTOM OF TOP OF RWE/R DEFLECTION INV • 563.40 PLATE INV • 564J0 NOTES: /QU YR WSE (ELEV •56394) - ____________________________ I.ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS /8'WX6•H RECTANGULAR OPENING _ _ _ _ _,_,_,_,_,_,_,_,i, 10 YR WSE (ELEV • 563.43) UNLESS OTHERWISE DIMENSIONED ON PLANS. THROUGH WEIR WALL INV • 562b0 _ 2. STRUCTURES SHALL HAVE STD.ST-l. ROUND OR SQUARE — -- -------s / YR WSE (ELEV •56274) 3.ALL WEIR WALLS TO BE eCMU WITH GROUT FILLED 10 OPENING - CORES. THROUGH WEIR WALL 4.REFER TO DRAINAGE DESCRIPTIONS ON SHEET 661) FOR N CONIC.-561,0E ALL RIM AND INVERT ELEVATIONS. II lNV(/NI. 56L00 15•CONC.P/PE y MIN. 5.lNLET SHAPING AS NEEDED. lNV(QUTI. 56140 STAINLESSTEEL STAINLESS ORIFICE PLATE ALL MANHOLE COVERS OR ACCESS SHALL BE BOLTED /N PLACE LOCATED OVER TOP OF ORIFICE PLATE. 7.SEE VDOT STD. SWM-DR FOR DETAILS ON STEEL PLATE, BOLTS. AND ORIFICES NOT SHOWN. 7• DIAMETER ORIFICE STRUCTURE INV • 56/.00 INV • 56I,00 8.SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL 0250-002-R98 I 62A1 ro/a/E020oWavmeNsw_wrcAWYav_/a'NrMnaNVWmN203aNros&5IX%l2adgn PROJECT MANAGER d.RFLZEY l4341972-4501____________ SURVEYED BRVISED BY AND MCFETE PING, 11C________. ����YAY�/��V ����Y��T�Y7T}� �j-V ��V����� DESIGN SUPERVISED BY B.IAfl SXIAF 9S P_E_-KI----QRN1_ �`P.�@,� I1�hrJ E., I'�/I I'�/I IlllRk 1IIE 1IlwA DESIGNED BY KIMLEY-HQRN ¢ ASSCC/AYES /NC.___________ SUBSURFACE UTILITIES BY INEBAMM_ L'QdPDRBUQfl_______ STRUCTURE 4-3 TOP VIEW 11/2ANGLE IRON.BOLTED 1NLET.TO SUPPORT STEEL -------------------------------------------- MIN. lB WIDE STAINLESS STEEL INLET FLOW A DEFLECTION PLATE ' MIN. 48•CONCP/PE STAINLESS STEEL /NV!lNl • 54970 ORIFICE PLATE BOLTED /N PLACE NOTES, I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH MH-I COVER. SECTION A -A RIM - 1I12ANGLE /RON.BOLTEO TO EACH SIDE OF INLET TO SUPPORT STEEL DEFLECTION PLATE NMIN. 0W/DE STEEL INLETET FLOW W DEFLECTION PLATE RENSEO STATE STATE Rou. PROIECT 0250-002-R98 O ELR x VA. 250 UTC > M BUS, Q-501 no. osewa a ft .0 �OFFSS/ONAL DESIGNREGULATION FEATURESRELATING TOCONSTRUCTION OFTRAFFIC OR TOMAY f'�D,=�� BE SUBJECT TO CHANGE AS DEEMED rvECESSARY BY THE va OEPi. OF TRANSPORTATION • ROUND OR SOUARE I.- OPENING THROUGH WEIR WALL 3 X STAINLESS STEEL HINGES BOLTED TO DEFLECTION PLATE AND INLET WALL TO ALLOW DEFLECTION PLATE TO T SWING UP FOR MAINTENANCE A 24CONC.PNPE /NV/0VT1. 544.60 WEIR WALL STD. T-DI-4E.L•16'PRECAST TOP UNIT STEEL HINGES BOLTED PLATE AND INLET DEFLECTION PLATE TO MAINTENANCE INV • D9 ZD TOP OF 8'WE/R INV • 547M �5 MIN. NAINLESS -- -- ------------------ c_ M YR WSE (ELEV • 548.07) NOTES. STEEL ORIFICE PLATE _._._._._._._._._ _._ .s. /0 YR WSE (ELEV •54755) I.ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS BOLTED /N PLACE UNLESS OTHERWISE DIMENSIONED ON PLANS. 2 YR WSE (ELEV • 54699/ z-- --- -- -- ROUND OR 18'OPEN/NG ?STRUCTURES SHALL HAVE ST0.5T-/. WEIR WA THROUGH WEIR WALL 3.ALL WEIR WALLS TO BE 8'CMU WITH GROUT FILLED CORES. TO DESCRIPTIONS ON SHEET 6f/1 FOR 98'CONC544.7 ALL RIM. INVERTDRAINAGE ALL RIM AND INVERT ELEVATIONS. /NV!lNl • 54470 24CONC. PIPE INVIOUTI. 544b0 5.lNLET SHAPING AS NEEDED. GALL MANHOLE COVERS OR ACCESS LIDS SHALL BE \ / LOCATED OVER TOP OF ORIFICE PLATE. V 7.SEE VOOT STD. SWM-DR FOR DETAILS ON STEEL PLATE. BOLTS, AND ORIFICES NOT SHOWN. STRUCTURE /M1 - B.SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL METER ORIFICE 072s72o O avavmevsWr_wo-AwNmv_/a'NrmnaNVWmsoza9aNrosePAWlzelepn 0250-002-R98 I 62B1 903:31cPu PlWle� B/': JaglMn011ver PROJECT MANAGER J_KELSEY_ I4341872_4501__________ SURVEYED BY H¢B SURVEYING AND IAAPPIN&IC________. DESIGN SUPERVISED BY BRIM MCPETERS P_E_(KIMjQY-HORN)_ DESIGNED BY &YLEY-HORN_&__ASSOCIATESINC.___________ SUBSURFACE UTILITIES BY INfR6MM_LS%526ALLH_______ Iii I I 111: 1111111 II 545 I D, W`' I - STORM 3-1 TO 3-3 7.11 H S EXIST. 3' IRON STORM ON) INV.- 56EII EXIST.6' IRON STORM (IN) INV. • 55954 4999 L.F. ` : $ L4 EXIST.IO'IRON STORM (OUT. 36'COIlcret¢ PI R d: 52.09 LF• ce eV /5'Concret 0.30 e P/pe Rid % .......2J0 % W 9,33 LF _ IS Cancrig �4P7 a ... 1� •0 2ko,: q •o •aWc~i2 b'>iW : tu>iW NkW� >w� ���am. a a a i ok :'S >wnQzo w /-Go 1.23 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Notes: N Storm sewer pipes shovn on Ile profile are represented by Heir inns- dianeler dhnension• and do not Include wall tficknssseS. 2) Only existing Utilities• at fhe time of the survey. are slovn on Me Storm Sewer Pipe Profiles. T/wse profiles do not reflect Bitter planned re -location of Utilities or proposed Utilities. Tie Contractor Is also directed to an/ Utility Plans tIW may exist as part of iNs plan assembly. 3) Not all Utilities are stovn on Ile Storm Sewer Profiles• a* date Utilities listed on tie Utility Test Hole Data Sheet with Ile addition of Sanitary Sewer Ore crossings. 4) All Utility locations are opproximote.and are based on Information from tle project's Test Hole Data Sheet. Utility lnformaf/on SMwn Is specific to Its corresponding Utility Test Hole Ia.Mlon. 5) Willy Test Hole Informoffm is located on SI& W ID. 6) Utllliy clearance d/menelont shown assume t/e use of concrete pipe aM carrespanding pipe iNcknesses (worst case scenario). PROPOSED GRADE EXISTING GROUND in LHORIZ - 25' 943 43 PM 6105aoGaier41n9n P/~ B': Jag WM 01 er PROJECT MANAGER J-KELSEY I4341872_4501__________ SURVEYED BY H¢B SURVEYING AND UAPPIN@.JLD'_-------. DESIGN SUPERVISED BY BRIM MCPETERS P_E_ KlUjL7-HMW- DESIGNED BY X1ILITIE-HORN_&__ASSOCIATESINC.___-------- &-A255M_LYIBPD----_______ (� 1(j(Q SUBSURFACE UTILITIES BY ,(�`\1J\`) T® R M STORM \\\\\V`//,\\\\V`/// S E E� PROFILES 61001 I%WIMMA WON!WI A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT STORM 4-5 TO EX. 4-1 580 5751 .............. ......... ....... .,..... ......... ... .. �w Revd 3-I0 TO 4-I F m /•7 5 ice 560 556.80 ¢i�dp i W nd ti /25 umj 4-1 TO 4-2 '00 1.00 2.00 3.00 4,00 5�00 5,88 555 v' .+mn..w....N 554-90 150 666 LF, Notes: /5'c efe P/ e Reyo 2.97 it storm sewer pipes shorn m Iha profile are represented 'a ofe /te R ra. oy their Inner dlometer dimenslan, and do nd include wall In 3.0 iNckndsses. ti wo 21 Only existing Utilities, at tie flme of545 tie survey. are .._ �. ......i....... i � W stern on the Storm sewer Pipe Profiles. These profiles h do not reflect etcher panned re-hocallon of Utililles or ~ ' proposed Utilities. Tie Contractor is also directed to ant Utility Plans that mq exist as part M We plan ossemoly. 540 w W 2v' 31 Na allhose lesUff are slsW on /tl storm sewer Profiles. ;, 2 m w onuy these UNINIes //sled on !ha Utility Test Hole Data slcei with iha oddtilan of Sanitary sewer nne cross/rqs. PROPOSED GRADE � LHORIZ 5354) al unary hocottons are opproximMe.oM ore rased an- EXISTING GROUND iMormallon from lle profs Test Hole Data Stcei. • 25' m Utility InformMion slxwn is specific to Its correspondlngi ¢ x Utility Test Hate location. P.530 5) Utility Test Hole Information is located on shut IJ. 0.00 0,37 6) Utility Clearance allaeulow s/orn assume tle use of concrete pipe and corresponding pipe tMcknesses (worst can Scenario). hl` e/2020 6105aocm 5NJ n 903s9 PM plater By: Jam WM 01ver PROJECT MANAGER J-KELSEY I4341872_4501__________ SURVEYED BY H¢B SURVEYING AND IAAPPIN& C_-------. DESIGN SUPERVISED BY BRIM MCPETERS P_E_ KlVjL7-HORN)_ DESIGNED BY &YLEY_-HORN_&__AS50CIATESINC.___-------- SUBSURFACE UTILITIES BY IfIfBA&W-LS%525ALOH------- � ill: 1111111 II STORM 5-2 TO 5-3 550 545540 ................i.................! d U N: InOb'z 535 5-3 to 5-3 (OUT) 5261m 350 525 ........... $a 47.67 LF. h: 30•CoKc ae Pipe 520 ............. LIZ . / .......ea R d7 515 ..................:................. 510 0100 0,51 Notes: l) Storm sewer pipes shorn on the profile are represented by ihe/r Inner diameter dlnenslan. and do not include wall tNcknesses. 2) Only exlstlng Utllltles. of the time of the survey. are stain on fie Storm Sewer Plpe Profiles. These profiles do not reflect e1tter plamed re-locdlon of Uftlifies or proposed Utllltles. Tte Contractor Is also dlrected to any UN1Ify Plans that may exist as part of Ws plan assembly. 3) Not all Ufihltles are Shawn on the Storm Sever Profiles, only thase Ufihtties Ilsted on the Utlllryy Test Hole Data Shed with the oddItIM of Sanitary Sewer llte crossIrgs. 4) Nl Utility lxdlons are approxlmde.ord are based on Informutlon from the projecrs Test Hole Data Sh4W Utlllfy Informnflon stuwn is specific to its correspOVIA0 Utlllry Test Hole locatlon. 5) Utlllry Test Hole lnformutlon Is located an Sled IJ. 6) Utlllry clearance dlnenslons stovn assume the use of axrde p'pe and correspardYng Npe Wcknesses (worst case scenario). to L25' PROPOSED GRADE ------ EXISTING GROUND DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section B.4) A. Plan showing pollution activities and prevention practices (Provide a reduced 1 I 17 copy of a site plan on which all of the following activity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections.) Control of sediments has been described previously. Other aspects of this SWPPP are listed below: Dust Control - Construction traffic must enter and exit the site at the stabilized construction entrance(s). The purpose is to trap dust and mud that would otherwise be carried off -site by construction traffic. Dust control shall be provided by the Operator in compliance with applicable local and state dust control regulations. After construction, the site will be stabilized (as described elsewhere), which will reduce the potential for dust generation. Effluent from de -watering activities must be filtered or passed through an approved sediment trapping device, or both, before being discharged from the site. No contaminated effluent or groundwater may be discharged with stormwater without a separate VPDES discharge permit from the VDEQ. Such permit shall be obtained by the Operator, prior to discharge. Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged from the site with storm water. All solid waste, including disposable materials incidental to the major construction activities, must be collected, removed from the site and disposed of in a legal manner. The locations of solid waste containers must be shown on the site maps. Substances that have the potential for polluting surface water and/or groundwater must be controlled by whatever means necessary in order to ensure that they are not discharged from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed of so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent. Sanitary Facilities - All personnel involved with construction activities must comply with state and local sanitary or septic system regulations. Temporary sanitary facilities where provided at the site throughout the construction phase must be utilized by all construction personnel and shall be serviced by a commercial operator when provided. Their location must be shown on the project site maps if installed on site. Water Source - Non -storm water components of site discharge must be clean water. Water used for construction, which discharges from the site, must originate from a public water supply or private well approved by the Virginia Department of Health. Water used for construction that does not originate from an approved public supply must not discharge from the site. It is to be retained in ponds until it infiltrates and evaporates. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County During the construction phase, the Operator shall implement the following measures where appropriate: 1. Material resulting from clearing and grubbing shall be stockpiled up slope from adequate sedimentation controls or hauled off -site. All soil stockpile areas shall be annotated on the project plans in Section 4. 2. All soil stockpile areas shall be maintained sufficiently far from water bodies or wetlands and shall be adequately protected from erosion to preclude migration of sediments into the water bodies or wetlands. 3. The Operator shall designate areas for equipment cleaning, maintenance, and repair. The Operator and subcontractor(s) shall utilize those areas. The areas shall be protected by a temporary perimeter berm or silt fencing. 4. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 5. Chemicals, paints, solvents, fertilizers, and other toxic material must be stored in waterproof containers. Except during application, the contents must be kept locked in trucks or within locked storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed at an approved solid waste or chemical disposal facility. 6. All materials used for concrete mixing shall be washed down in a designated area where the corresponding runoff is directed into a leak -proof container or leak -proof settling basin. This concrete wash water shall be properly disposed of off -site. B. Sources of Pollutants, locations, and prevention practices Pollutant, or Pollutant Generating Activity Location on site Prevention Practices, Control Measures Disturbed (Bare) Soil Whole Site Vehicle Fuels and Lubricants Whole Site Asphalt and asphalt pavement waste, chlorine for water line flushing Whole Site Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and on- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites. Seed and mulch, or sod within 7 days of land clearing Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbentloil dry for all paving machines to limit leaks ands ills Direct concrete wash water into a leak - Concrete washout and Current location and detail shown on proof container or leak -proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction, stucco, Structures in a flat unpaved area. Prevent the painting, and cleaning discharge of soaps, solvents, detergents and wash water, paint, form release oils and curing compounds. Water shall be filtered, settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery and Material delivery and storage Designated area shown on plan storage. Placed near construction entrances, away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions. MSDS's attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a waterway. Containers have lids covered Current designated container areas on before periods of rain or are in a covered Solid waste disposal plan area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ON -SITE Convenient and well -maintained portable sanitary facilities will be provided and Sanitary waste Current locations shown on plan located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better Wash Waters Wash areas shown on plan control as specified on plan. Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all Ian wash waters per the plan Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 Part I section E for examples of non-stormwater discharges.) 1). iwu-owuugww� umcua Discharge Pollutants or Pollutant Location on Site Constituents E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above) The individual responsible for pollution prevention practices shall be determined prior to receiving Grading Permit. F. Response and reporting practices Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills, leaks and discharges as follows, Report all spills, leaks and discharges as follows, (Provide detailed response and reporting practices according to 9VAC25-880-70, Part 11, section B.4.e.) The contractor will be responsible for all response and reporting practices. The contractor shall regularly check the equipment on site and any pollutants shall be stored property to prevent spills. Spills will be immediately and promptly cleaned up by the contractor. Most spills can be cleaned up following manufacturer specifications. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County The following steps shall be taken in the case of a spill: 1. Check for hazards (flammable material, noxious fumes, cause of spill) — if flammable liquid, turn off engines and nearby electrical equipment. If serious hazards are present leave the area and call 911. Large spills are likely to present a hazard. 2. Make sure the spill area is safe to enter and that it does not pose an immediate threat to health or safety of any person. 3. Stop the spill source (most spills can be cleaned up following manufacturer specifications — absorbent/oil dry, sealable containers, plastic bags, and shovels/brooms are suggested minimum spill response items) 4. Call co-workers and supervisor for assistance and to make them aware of the spill and potential dangers. 5. If possible, stop spill from entering drains (use adsorbent or other material if necessary). 6. Stop spill from spreading (use adsorbent or other material if necessary). 7. If spilled material has entered a storm sewer, contact locality's stormwater department. 8. Clean up spilled material according to manufacturer specifications, for liquid spills use absorbent materials and do not flush area with water. 9. Properly dispose of cleaning materials and used absorbent material according to manufacturer specifications G. Pollution Prevention Awareness (Describe training and procedures to provide awareness and compliance for all measures in this document; waste management, wash waters, prevention measures, etc.) If deficiencies in the erosion and sediment control measures are determined, they shall be recorded on the inspection form by the Operator and corrective action shall be initiated by the Operator within the time frame specified below. Between the time this SWPPP is implemented and final site stabilization is achieved, all disturbed areas and pollutant controls must be inspected at one of the two frequencies below: (Operator shall mark chosen inspection frequency) ❑ At least once every four business days or, ❑ At least once every five business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 24 hours between business days, the inspection shall be conducted on the next business day. Based on these inspections, the Operator shall decide whether it is necessary to modify this SWPPP, add or relocate sediment barriers, or institute other actions required in order to prevent pollutants from leaving the site via storm water runoff. The Operator has the duty to repair, modify, maintain, or supplement pollutant control measures and take other actions necessary to achieve effective pollutant control The Operator may install a rain gauge at the site to determine site specific rainfall conditions or must provide estimates of rainfall at the project site and provide information as to how the estimates were generated. For purposes of permit compliance, it is strongly recommended that the Operator install a rain gauge at the project site. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Examples of particular items to be evaluated during site inspections are listed below. This list is not intended to be comprehensive. During each inspection, the Operator's inspectors must evaluate overall pollutant control system performance, as well as the effectiveness of system components. Additional factors should be considered as appropriate to the circumstances. A. Locations where vehicles enter and exit the site must be inspected for evidence of off -site sediment tracking. A stabilized construction entrance will be constructed where vehicles enter and exit. This entrance will be maintained or supplemented as necessary to prevent sediment from leaving the site on vehicles. Sediment tracked onto public roadways must be shoveled or swept from the roadway and re -deposited on site in a manner that minimizes its offsite release potential. B. Sediment barriers must be inspected and, if necessary, they must be enlarged or cleaned in order to provide additional capacity. All material excavated from behind sediment barriers shall be stockpiled on the up slope side of the barrier. Additional sediment barriers must be constructed as needed. Sediment must be removed from sediment traps and sediment basins when the design capacity has been reduced by 50%. C. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential for, pollutants entering the drainage system. If necessary, the materials must be covered or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization when turf grass cover provides permanent stabilization of the soil surface exclusive of areas that have been paved or covered by building(s). Permanent stabilization is not considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. D. All discharge points must be inspected to determine whether erosion control measures are effective in preventing impacts to receiving waters. Based on inspection results, any modification necessary to increase effectiveness of this SWPPP to an acceptable level shall be made b, t�perator within seven calendar days of the inspection. All modifications to the SWPPP document and approved plan will be noted on the construction plans. The inspection reports must be completed entirely and additional remarks shall be included if needed to fully describe a situation. An important aspect of the inspection report is the description of additional measures that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site was in compliance with the SWPPP at the time of inspection and specifically identify all incidents of non-compliance. Inspection reports will be kept on file by the Operator as an integral part of this SWPPP for at least thirty six months following the month the Notice of Termination is filed with the VDEQ. It is the responsibility of the Operator to ensure the adequacy of site storm water pollutant discharge controls. Physical site conditions, weather conditions or Operator practices may make it necessary to install more structural controls than are shown on the plans. (For example, localized concentrations of runoff could make it necessary to install additional sediment barriers.) Assessing the need for additional controls and implementing them or adjustingexisting xisting controls are key pects of the effectiveness of this SWPPP until the site achieves final stabilization. Should a control fail, be bypassed or otherwise be ineffective in maintaining sediments offite and releasing sediment offsite the Operator will provide notification to the VDEQ in accordance with Part III. G. of the VPDES Storm Water General Permit, as necessary. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County If it is determined by the Operator's Inspector that there has been an upset or bypass of the control measures resulting in a release of sediment to State waters, the Operator's Inspector shall report the bypass or upset to the Valley Regional Office of the Virginia Department of Environmental Quality (VDEQ) at 540-574-7800 within 24 hours of discovery of the unanticipated bypass or upset. Within five days of making the verbal report to VDEQ, a written report shall be submitted by the Operator containing: • A description of the nature and location of the discharge; • The cause of the discharge; • The date on which the discharge occurred; • The length of time that the discharge continued; • The volume of the discharge; • If the discharge is continuing, how long it is expected to continue; • If the discharge is continuing, what the expected total volume of the discharge will be; and • Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County SLATE IIPROJECT MANAGER A.XELSEY_&J3 3Z2-4501____________ SURVEYED BY tl&B SLFVE✓1Nli AN2 blAPfINL.1LC________ DESIGN SUPERVISED BY B@LAN JdLPEIERS. PE_lXldlLEC tl0RN1_ $ DESIGNED BY KIN[EY_-HORN_&A550CIATE NC___________ SUBSURFACE UTILITIES BY INEBAW LUDWALOk_______ THIS SHEET FOR E&S CONTROL ONLY 4F %WY m bo m �8y+o V tlj N 3 $W�gs B. ti 4ohM4 U2 >rr 8, a mW UZ � � U2 BWrrr 4o2b F6W�Y � J 3 $`p�NM U>rr VA. I 250 BUS I 0250-002-R9 C-501 I 3D DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION `a S "i , n '1-$"�f�/I_w'7.JYi`���""�.9'�11�':� � • r �: ��, I L4F G AI'j1�:,yam aT..� i a - S�Z. _��T"ice fit. �, • lr Ta'Yirl7�fia ri;al� �L`F� � v. .�aa E�rt.. '' �, a it - ' ,�♦ II --/. -\`�M Proposed Location of ' $ ja 4OMN a a Concrete Washout m Proposed Location of UW"e N (Contractor to provide PSanitary Facilities a I w �, impermeable barrier If lined o Propos8d Location of E� Constructign Entrance �� it that prevents r no p m m Proposed Location d o °.v Po m ao 3 3 a of Rain Gauge ao oa�i N N u�i�r 4 UUOs r \\ Rod REFERENCES ADV PLANS (PROFILES.DETAIL.& DRAINAGE DESCRIPTION SHEETS.ETC) EROSION & SEDIMENT CONTROL LEGEND SURVEY CONTROL DATA /D Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Rm-+ Denotes Rock Check Dam, Type I: St'd EC-4 EX/ST.STORN SEWER DATA IEUI c-x. rY. cx. p.r �� Bcoa Denotes Rock Check Dam, Type II: St'd EC-4 EXIST.SAN.SEWER DATA CONSTR.AUGN.DATA /62) /F �¢c-z Tr.� cs, rv. Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1,2 or 3 a -A Denotes Inlet Protection, T e A: St'd YP EC-6 IVY ROAD PLAN 3 Denotes Inlet Protection, Type B: St'd EC-6 NY ROAD PROFILE 3A T rO rs<-s Denotes Temporary Silt Fence, St'd EC-5 Type A or B O Denotes Slope Interrupter: St'd EC-15 DRIVEWAY PROFILES RIGHT OF WAY PLAN SHEET 3F 3RIV $ ® Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding STILLDRAIN LANE PROFILE 4B �y O Denotes Temporary Diversion Dike, St'd EC-9 DRAINAGE DESCRIPTIONS 6f11 rs Denotes Temporary Seeding UNDERGROUND DETENTION 62A) DETAILS -LOD- Limits of Disturbance SCALE FAWFCT SHEET No. STORY SEWER PROFILES 6(3)-6(5) F 0250-002-R98 3D l TY R P 1 0 25' 50' /28/2020 rcwIC-CW13038 - N&Avrk Cv an{'orAEa_NyRTfADOVtEFlSImsWros@]CdJJD)C Section 7. Discharges to impaired waters, surface waters within an applicable TNIDL wasteload allocation, and exceptional waters. (Provide detailed measures for any applicable TMDL) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County TMDL Summary Watershed Name VAHU6 Stream Name Stream ID Impairment Cause Category U nsegmented x-tribs to Moores Creek 1R15 VAV-H28R_ZZZ01B00 N/A 3A Moores Creek in VAVH-28R Benthic- Rivanna River— Meadow Creek 1R14 VAV-H-28_XMWOlA10 Macroinvertebrate 5A Meadow Creek X-trib Bioassessments NOTE: This project is located within the Chesapeake Bay Watershed. The pollutants of concern addressed by the Chesapeake Bay TMDL are Nitrogen, Phosphorus, and Sediment. Section 8. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.) The purpose of site inspections is to assess performance of pollutant controls. The individual(s) responsible for conducting inspections shall be determined prior to receiving Grading Permit. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 9. Signed Certification (Provide certification according to 9VAC25-870-370) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate 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: Michael R. Mitchell, PE Company: Kimley-Horn and Associates, Inc. Title: Hydraulic Engineer Signature: Date: 10/29/2020 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A formal, signed delegation of authority is needed.) Delegation of Authority I, (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative". Operator Name: Company: Title: Signature: Date: Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2019 Expiration Date: June 30, 2024 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with the registration statement filed with the Department of Environmental Quality, this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth in this general permit. Construction General Permit Effective July 1, 2019 Page 2 of 26 FWAMOM DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state, federal, and local approvals are obtained for the support activity. B. Limitations on coverage. 1. Post -construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post -construction industrial stormwater discharges may need to be covered by a separate VPDES permit. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. Page 3 of 26 4. Impaired waters and total maximum daily load (TMDL) limitation. Nutrient and sediment impaired waters. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a stormwater pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations and implements an inspection frequency consistent with Part II G 2 a. Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for PCB are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations, and implements an inspection frequency consistent with Part II G 2 a. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit effective on July 1, 2014, to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities. All other discharges including the following are prohibited: 1. Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; Page 4 of 26 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1. Discharges from firefighting activities; 2. Fire hydrant flushings; 3. 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; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings, managed in a manner to avoid an instream impact; 6. 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; 7. 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; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F. Termination of general permit coverage. 1. The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60, unless a registration statement was not required to be submitted in accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential structures, to the VSMP authority after one or more of the following conditions have been met: Page 5 of 26 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator has operational control. When applicable, long term responsibility and maintenance requirements for permanent control measures shall be recorded in the local land records prior to the submission of a complete and accurate notice of termination and the construction record drawing prepared; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For individual lots in residential construction only, final stabilization as defined in 9VAC25- 880-1 has been completed, including providing written notification to the homeowner and incorporating a copy of the notification and signed certification statement into the SWPPP, and the residence has been transferred to the homeowner. The notice of termination shall be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. 3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first. 4. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless otherwise notified by the VSMP authority or department. 5. The notice of termination shall be signed in accordance with Part III K of this general permit. G. Water quality protection. 1. The operator shall select, install, implement, and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures in accordance with Part II C to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or Page 6 of 26 c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter shall include a signed certification consistent with Part III K. STORMWATER POLLUTION PREVENTION PLAN A. Stormwater pollution prevent plan. A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure (SPCC) plan developed for the site under § 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator shall develop the missing elements and include them in the SWPPP. 3. Any operator that was authorized to discharge under the general permit effective July 1, 2014, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. B. Contents. The SWPPP shall include the following items: 1. General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project (e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: Page 7 of 26 (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; (5) Locations where concentrated stormwater is discharged; (6) Locations of any support activities, including (i) areas where equipment and vehicle washing, wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi) construction waste storage; and (7) When applicable, the location of the on -site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2). Erosion and sediment control plan. a. An erosion and sediment control plan designed and approved in accordance with the Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications, implemented to: (1) Control the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Control stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; Page 8 of 26 (3) Minimize the amount of soil exposed during the construction activity; (4) Minimize the disturbance of steep slopes; (5) Minimize sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration, unless infeasible; (7) Minimize soil compaction and, unless infeasible, preserve topsoil; (8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed areas immediately whenever any clearing, grading, excavating, or other land - disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and (9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. Except for those projects identified in Part II B 3 b, a stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an approved stormwater management plan is not required. In lieu of an approved stormwater management plan, the SWPPP shall include a description of, and all necessary calculations supporting, all post -construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant - generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity. The pollution prevention plan shall: a. Identify the potential pollutant -generating activities and the pollutant that is expected to be exposed to stormwater; Page 9 of 26 b. Describe the location where the potential pollutant -generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant -generating activity (if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape Page 10 of 26 materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, waste concrete, and sanitary wastes; (8) Address any other discharge from the potential pollutant -generating activities not addressed above; (9) Minimize the exposure of waste materials to precipitation by closing or covering waste containers during precipitation events and at the end of the business day, or implementing other similarly effective practices. Minimization of exposure is not required in cases where the exposure to precipitation will not result in a discharge of pollutants; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP. SWPPP requirements for discharges to nutrient and sediment impaired waters. For discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for sediment for a sediment - related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or phosphorus), the operator shall: a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For discharges from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for PCB, the operator shall: Page 11 of 26 a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP; b. Implement the approved erosion and sediment control plan in accordance with Part II B 2; c. Dispose of waste materials in compliance with applicable state, federal, and local requirements; and d. Implement a modified inspection schedule in accordance with Part II G 2 a. 7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall: a. Identify the exceptional surface waters in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. 8. Identification of qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 9. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP. 10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K. C. SWPPP amendments, modification, and updates. 1. The operator shall amend the SWPPP whenever there is a change in the design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters and that has not been previously addressed in the SWPPP. The SWPPP shall be amended if, during inspections or investigations by the operator's qualified personnel, or by local, state, or federal officials, it is determined that the existing control measures are ineffective in minimizing pollutants in discharges from the construction activity. Revisions to the SWPPP shall include additional or modified control measures designed and implemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures shall be accomplished as described in Part II H. Page 12 of 26 3. The SWPPP shall clearly identify the contractors that will implement and maintain each control measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP as soon as possible but no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and were modified; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II G. 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. D. Public notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity. For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F. E. SWPPP availability. 1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on -site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. Page 13 of 26 The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity. If an on -site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted near the main entrance of the construction site. The operator shall make the SWPPP available for public review in an electronic format or in hard copy. Information for public access to the SWPPP shall be posted and maintained in accordance with Part II D. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. F. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F. All control measures shall be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II G identifies a control measure that is not operating effectively, corrective actions shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. If site inspections required by Part II G identify an existing control measure that needs to be modified or if an additional or alternative control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then additional or alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. G. SWPPP Inspections. 1. Personnel responsible for on -site and off -site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for ensuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B 6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following inspection schedule requirements apply: (1) Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at least once every five business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when Page 14 of 26 there are more than 24 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections as authorized in Part II G 2 d shall not be allowed. b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of: (1) At least once every five business days; or (2) At least once every 10 business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 24 hours between business days, the inspection shall be conducted on the next business day. c. Where areas have been temporarily stabilized or land -disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency. d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the inspection report required by Part II G. e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. Any time inspections are delayed due to adverse weather conditions, evidence of the adverse weather conditions shall be included in the SWPPP with the dates of occurrence. 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; Page 15 of 26 (2) Record the information and a description of any discharges occurring at the time of the inspection or evidence of discharges occurring prior to the inspection; (3) Record any land -disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization and effective impoundment or flow control; (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channels, flumes, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved or public roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days to ensure: (a) Initiation of stabilization activities have occurred immediately, as defined in 9VAC25-880-1; and (b) Stabilization activities have been completed within seven days of reaching grade or stopping work; (6) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications has not been properly implemented. This includes: Page 16 of 26 (a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediment controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed or is not effective on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance or sediment deposition outside of the approved area to be disturbed; (7) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance, and effectiveness of the procedures and practices; (8) Identify any pollutant generating activities not identified in the pollution prevention plan; and (9) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The locations of prohibited discharges; d. The locations of control measures that require maintenance; Page 17 of 26 e. The locations of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The locations where any evidence identified under Part II G 3 a (6) exists; g. The locations where any additional control measure is needed; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and The date and signature of the qualified personnel and the operator or its duly authorized representative. 5. The inspection report shall be included into the SWPPP no later than four business days after the inspection is complete. The inspection report and any actions taken in accordance with Part II shall be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. H. Corrective actions. The operator shall implement the corrective actions identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. Page 18 of 26 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator shall comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1. Monitoring records and reports shall include a. The date, exact place, and time of sampling or measurements; b. The individuals who performed the sampling or measurements; c. The dates and times analyses were performed; d. The individuals who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. Page 19 of 26 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for terminating this general permit coverage or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; Page 20 of 26 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined in this general permit, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; Page 21 of 26 b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case -by -case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-8892. 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870-420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement. All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the Page 22 of 26 manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports and other information. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part III K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part III K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy shall be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following 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 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 Page 23 of 26 penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit coverage, termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 60 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by § 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act. Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. Page 24 of 26 S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. Page 25 of 26 V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology -based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology -based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records shall be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that shall be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. Page 26 of 26 For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. X. State permit actions. State permit coverage may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permit coverage. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a new operator if: a. The current operator notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property; b. The notice includes a written agreement between the existing and new operators containing a specific date for transfer of state permit responsibility, coverage, and liability between them; and c. The department does not notify the existing operator and the proposed new operator of its intent to modify or revoke and reissue the state permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b. 3. For ongoing construction activity involving a change of operator, the new operator shall accept and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over operations at the site. Z. Severability. The provisions of this general permit are severable, and if any provision of this general permit or the application of any provision of this state permit to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this general permit shall not be affected thereby. Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section C and G.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County C-107 — PART I (v. 08/30/2019) CONSTRUCTION RUNOFF CONTROL INSPECTION FORM (CRCIF) C-107 CONTRACTOR INSPECTION SHEET Project Name/ID Contractor Inspection Date Type of Inspection: (Check Appropriate Block) UPC (1) Schedule 1: (5 Business Days and within 24 hours following a measurable storm event) ❑ After Measurable Storm Event ❑ Estimated Total Rainfall of Storm Event - inches (2) Schedule 2: (Monday and Thursday/ 4 Business Days) ❑ (3) Monthly Schedule ❑ (4) ❑ Other Describe: Weather Conditions (At Time of Inspection) (Check All Appropriate) Clear ❑ Sunny ❑ Partly Cloudy ❑ Cloudy ❑ Cold ❑ Cool ❑ Mild ❑ Hot ❑ Is there any discharge occurring from construction site at time of inspection? Yes ❑ No ❑ V11111111111 If yes, is discharge compliant with the Erosion and Sediment Control Regulation and VPDES Construction Permit Requirements? Yes ❑ No ❑ If no, describe conditions of discharge: ITEM # ESC INSPECTION QUESTIONS NIA' YESZ NO3 1 Have stabilization activities been initiated on all disturbed areas that have reached final grade or that will remain dormant for more than 14 days? ❑ ❑ ❑ 2 Have stabilization activities been completed within 7 days of initiation? ❑ ❑ ❑ 3 Have disposal/borrow and soil stockpiles areas been stabilized and/or protected with sediment trapping measures? ❑ ❑ ❑ 4 Have perimeter controls been constructed as a first step prior to initiation of land disturbing activities (including clearing or grubbing)? ❑ ❑ ❑ 5 Are perimeter and other erosion and sediment control structures and systems being maintained, inspected repaired, as necessary, to ensure functionality? El El Eland 6 Have all land -disturbing activities occurred within the approved ESC plan area? ❑ ❑ ❑ 7 Have earthen structures, such as dams, dikes, and diversions, been immediately stabilized upon installation. ❑ ❑ ❑ 8 Have sediment basins and traps been constructed according to plans, specifications, and/or standards? ❑ ❑ ❑ 9 Are all cut and fill slopes at final grade adequately stabilized? ❑ ❑ ❑ 10 Is concentrated water flouring through adequate slope drains, flumes, or other non -erodible conveyances on cut or fill slopes? ❑ ❑ ❑ 11 Is stormwater runoff containing sediment or turbidity being property treated prior to discharge? ❑ ❑ ❑ 12 Where water seeps from slope faces, has adequate drainage or erosion protection been provided? ❑ ❑ ❑ 13 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, and/or standards? El El Elspecifications, 14 Are constructed stormwater conveyance channels and ditches stabilized with appropriate channel lining and/or outlet protection? ❑ ❑ ❑ 15 Is in -stream construction being conducted using measures to minimize channel impacts? ❑ ❑ ❑ 16 Are temporary stream crossings of non -erodible material installed at locations where construction equipment cross? El ❑ 1-1must 17 Are all water quality permit requirements being adhered to? ❑ ❑ ❑ 18 Is re -stabilization of in -stream construction areas complete before leaving the site? ❑ ❑ ❑ 19 Are utility trenches stabilized property according to the specifications? ❑ ❑ ❑ 20 Is effluent from dewatering operations being fikered (including in -stream structure dewatering)? ❑ ❑ ❑ 21 Are construction entrances installed at appropriate locations and being maintained property? ❑ ❑ ❑ Sheet 1 of 5 C-107 — PART I (v. 08130/2019) ITEM # ESC INSPECTION QUESTIONS (CONTINUED) NIA! YES2 NO3 22 Is any sediment tracking on public roadways cleaned -up at the end of each work day? ❑ ❑ ❑ 23 Have all temporary ESC measures that are no longer needed been removed and have all such areas been re- as necessary, and stabilized? El El Elgraded, 24 Are properties and waterways adjacent to the project site being adequately protected from accidental land disturbance, potential pollutant discharge, erosion, flooding, and sedimentation from the project site? ❑ ❑ ❑ 25 Are all discharges from the construction site allowable under the VPDES construction permit? ❑ ❑ ❑ 26 Are all ESC deficiencies from previous reports being addressed within allowablelestablished time frames? ❑ ❑ ❑ 27 Is the location of the on -site rain gage identified on the record set of plans or in other appropriate SWPPP documents? ❑ ❑ ❑ 28 Is the data from the daily observations of the rain gage being documented and included in the SWPPP in with the Specifications and/or the SWPPP General Information Sheet? El El El ITEM # POLLUTION PREVENTION (132) INSPECTION QUESTIONS NIA! YES2 NO3 29 Have all potential pollutant generating activities present on the site been identified in the SWPPP and addressed with an approved Pollution Prevention Plan? ❑ ❑ ❑ 30 Is the person or contractor responsible for implementing and maintaining the pollution prevention practices each potential pollutant generating support activity identified in the approved Pollution Prevention Plan? El ❑ 1-1for 31 Has pollution prevention awareness been provided to appropriate personnel? ❑ ❑ ❑ 32 Are chemicals being properly stored (e.g., under cover or within secondary containment) and handled? ❑ ❑ ❑ 33 Are storage containers labeled to describe contents? ❑ ❑ ❑ 34 Are construction products, materials, and wastes being properly stored, handled, and disposed of? ❑ ❑ ❑ 35 Is the site absent of loose or uncontrolled trash and debris? ❑ ❑ ❑ 36 Are construction waste containers being covered during precipitation events and at the end of the day? ❑ ❑ ❑ 37 Is the site absent of spills, leaks, or stains (e.g., from hydraulic hoses, vehicle/equipment maintenance and fueling operations, etc.)? El El ❑ 38 Are chemicals, soaps, solvents, and wash water from construction materials (e.g., from release oils and curing compounds from hand tools) prevented from leaving the site? ❑ ❑ ❑ 39 Is vehicle wash water free of soaps/detergents and properly treated before leaving the site? ❑ ❑ ❑ 40 Is concrete wash -out being directed into a properly installed leak -proof container or leak -proof settling basin? ❑ ❑ ❑ 41 Are concrete wash -out areas being properly maintained and utilized? ❑ ❑ ❑ 42 Are all other unauthorized non-stormwater discharges prevented from leaving the site (including untreated control water)? El El El 43 Are all P2 deficiencies from previous reports being addressed within allowablelestablished time frames? ❑ ❑ ❑ ITEM # SWPPP UPDATE AND MODIFICATION QUESTIONS NIA! YES2 NO3 44 Is the SWPPP being modified, amended and updated in accordance with the specifications andlor the General Information Sheet? El El El 45 Is a record set of plans being maintained and updated to document SWPPP changes? ❑ ❑ ❑ 46 Are modifications, amendments or updates to the SWPPP being signed by the contractor and VDOT? ❑ ❑ ❑ 1-WA: Not Applicable 2- YES: All related conbact Xeres, requirements, plans, specAcaWns, standards, andpermb pertaini g to Nis question are bei g sabYAed 3- NO: See Note 1 on Sheet 4 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 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 Certified CONTRACTOR: See Note 2 on Sheet4 Name Signature ESCCC Cerfdmab'on Number Date Certified Inspector'' See Note 3 on Sheet 4 Name Signature DEQ CertXkation Number Date Provide wples to 1.) the Conbaclor, 2.) Me MOT Project Records Sheet 2 of 5 C-107 — PART I (v. 08/30/2019) CONSTRUCTION RUNOFF CONTROL INSPECTION FORM (CRCIF) C-107 DEFICIENCY DESCRIPTION SHEET Project Name/ID Contractor Inspection Date 11190 ITEM # STATION DESCRIPTION OF PROBLEM, LOCATION, AND RECOMMENDED CORRECTIVE ACTION (SEE NOTE5) DATE TO BE CORRECTED BY DATE CORRECTIVE ACTION COMPLETED Sheet 3 of 5 C-107 - PART I (v. 08/30/2019) CONSTRUCTION RUNOFF CONTROL INSPECTION FORM (CRCIF) C-107 NOTES AND ACRONYMS SHEET NOTES V11111MI 1. If any "No" boxes are checked on the "Inspection Questions List' on Part I or if any other deficiencies of a contract specification plan item or SWPPP requirement is noted, the C-107 Deficiency Description Sheet is to be used to document the specks of the deficiency. The description of the deficiency must contain (1) the permit condition deficiency, if applicable, (2) a description of the deficiency, (3) a corrective action deadline (should be as soon as practical and prior to the next anticipated measurable storm event but no later than seven days after the date of the site inspection that identified the deficiency) and (4) a recommended solution or approach. If this is a follow-up inspection, previous deficiencies that have been corrected must be documented as such. Date of when previous deficiencies have been corrected must be completed. If conformity to specifications and plans is being achieved but the site conditions indicate that plan or specification adjustments may be needed to address environmental concerns, such conditions should be immediately referred to the designated Responsible Land Disturber (RLD) for resolution. SWPPP shall be updated no later than seven days following any modifications to its implementation. 2. The Part I inspection and report is to be completed in accordance with the inspection schedule in the most recent Supplement to the VDOT R&B specifications. Inspection to be conducted and report signed and submitted by a Contractor employee (Certified Contractor) who is certified through the VDOT Erosion and Sediment Control Contractor Certification (ESCCC) Program 3. The Part I report is to be accepted, confirmed, certified and signed by a VDOT employee or a consultant inspector working directly for VDOT on a CEI services contract (Certified Inspector) who is certified through DEQ's Erosion and Sediment Control Certification program and who is knowledgeable in the area of pollution prevention practices at construction sites. Confirmation shall be in the form of a joint inspection with the Certified Contractor or an independent inspection by Certified Inspector. For Design -Build Projects the QAM or QAI is responsible for signing as the Certified Inspector. 4. All original completed C-107 Forms are to be maintained with the other SWPPP documents for the land disturbing activity. Copies of this report are to be provided to the Contractor and the VDOT Project Inspector to keep in the project records. 5. For Part 1, non -compliant, non-compliance, or deficient is defined as documented evidence of (1) off -site damage in the form of sedimentation, unauthorized dewatering or pollutant discharge, erosion, flooding, encroachment outside of the project/permit limits, or a permit condition deficiency, (2) on -site damage in the form of significant erosion, flooding, sedimentation or uncontrolled pollution discharge, or (3) a previous deficiency that has not been corrected within the specified timeframe. 6. For the purposes of this document, a day is a calendar day unless otherwise stated. ACRONYMS ACE Area Construction Engineer CEI Construction, Engineering and Inspection CRCIF Construction Runoff Control Inspection Form DEQ Virginia Department of Environmental Quality ESC Erosion and Sediment Control ESCCC Erosion and Sediment Control Contractor Certification MS Minimum Standard P2 Pollution Prevention R&B Road & Bridge RLD Responsible Land Disturber SWM Stormwaler Management SWPPP Stormwater Pollution Prevention Plan VAC Virginia Administrative Code VDOT Virginia Department of Transportation VESCR Virginia Erosion and Sediment Control Regulations VPDES Virginia Pollutant Discharge Elimination System VSMP Virginia Stormwater Management Program Sheet 4 of 5 C-107 — PART I (v. 08/30/2019) CONSTRUCTION RUNOFF CONTROL INSPECTION FORM (CRCIF) C-107 CHAIN OF DOCUMENTED COMMUNICATION* Inspects Project at Documents Certified Submits CRCIF to Contractor** Prescribed Deficiencies and/or Certified Inspector Frequency Compliance on CRCIF (1) Requires Contractor to Re -Inspect (2) Conducts Joint Inspection with Contractor (3) Add Comments, Changes, etc. and Initials 1) Contractor and Inspector discuss 2) Contractor may add comments/appeals on CRCIF (must initial) 3) Inspector adds Corrective Action Date LS NOTES • This process does not address work order or claim procedures which should be considered separately. ** Certified Contractor means contractor employee certified through the VDOT Erosion and Sediment Control Contractor Certification (ESCCC) Program. *•* Certified Inspector VDOT employee or a consultant inspector working directly for VDOT on a CEI services contract who is certified through DEQ's Erosion and Sediment Control Certification program and who is knowledgeable in the area of pollution prevention practices at construction sites. Confirmation shall be in the form of a joint inspection with the Certified Contractor or an independent inspection by Certified Inspector. For Design -Build Projects the DAM or QAI is responsible for signing as the Certified Inspector. *'** See Note 3 on Sheet 4. *•**• Refers to one inspection event. LEGEND Authorized O Representative Contractor Path OAction Inspector Path O Decision Joint Action Joint Path 3 Inspector Disagrees X111111111111 Certified Inspector*** Reviews & Confirms CRCIF **** Inspector Agrees & Adds Corrective Action Date Both Contractor and Inspector 1) Sign CRCIF 2) Maintain original document with other SWPPP documents Deficiencies Remain Uncorrected Inspector shall pursue 1) Project suspension in -part or whole 2) Remedy deficiencies by state forces and deduct costs from contractor 3) Other contract penalties Contractor Correct Deficiencies FINISH***** Sheet 5 of 5