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HomeMy WebLinkAboutWPO201900016 VSMP - SWPPP WPO VSMP 2019-03-22 �4; ,,f1i 1 COUNTY OF ALBEMARLE r Department of Community Development a IIIII �_ 401 McIntire Road,North Wing , ®�� Charlottesville,Virginia 22902-4596 Tel.(434)296-5832• Fax(434)972-4126 `inc;v••\'' STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR CONSTRUCTION ACTIVITIES AT: 4839 FREE UNION RD TMP 17-021 LONGITUDE: N 38°10' 9.92" LATITUDE: W 78°34' 15.66" FREE UNION, VIRGINIA 22940 PREPARED BY: ROUDABUSH, GALE & ASSOCIATES 914 MONTICELLO RD. CHARLOTTESVILLE, VIRGINIA 22902 PREPARED FOR: MATTHEW HOVE 4841 FREE UNION RD FREE UNION,VA 22940 SWPPP PREPARATION DATE: h RECEIVED MARCH 22, 2019 MAR 11 2019 COMMUNITY DE ELOP;i dNT **THIS DOCUMENT IS TO BE MADE PUBLICLY AVAILABLE ACCORDING TO 9VAC25-880-70,PART II, SECTION D** ISSUED—10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 CONTENTS: (FROM ALBEMARLE COUNTY CODE SEC. 17-405) 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 • Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item #12 must be signed by the appropriate person associated with this operator.) Name: Contact: Mailing Address: City: State: Zip: Phone: Email address(if available): Indicate if DEQ may transmit'general permit correspondence electronically: Yes n No❑ 2. Existing General Permit Registration Number(for renewals only): 3. Name and Location of the Construction Activity: Name: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude (decimal degrees): Name and Location of all Off-site Support Activities to be covered under the general permit: Name: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude (decimal degrees): Status of the Construction Activity(check only one): Federal ❑ State n Public❑ Private n , Nature of the Construction Activity(e.g.,commercial, industrial,residential,agricultural, oil and gas,etc.): 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name: Name: HUC: HUC: 7. If the discharge is through a Municipal Separate Storm Sewer System (MS4),the name of the MS4 operator: 8. Estimated Project Start and Completion Date: Start Date(mm/dd/yyyy): Completion Date(mm/dd/yyyy): 9. Total Land Area of Development(to the nearest one-hundredth acre): Estimated Area to be Disturbed(to the nearest one-hundredth acre): 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes n No ❑ 11. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. 12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Title: Signature: Date: (Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in Item#1.) 07/2014 Page 1 of 1 gv COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date:July 1,2014 Expiration Date:June 30, 2019 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 I Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with 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 herein. General Permit No.:VAR10 Page 1 of 23 PART I DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. 1. 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. 2. 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. 2. 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. 3. 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. 4. Impaired waters and TMDL limitation. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2012 § 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 SWPPP that minimizes the pollutants of concem and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations. In addition, the operator shall implement the following items: General Permit No.:VAR10 Page 2 of 23 a. The impaired water(s), approved TMDL(s), and pollutant(s)of concern,when applicable, shall be identified in the SWPPP; b. 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; c. 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 d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (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 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit. 5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator implements the following: a. The exceptional water(s)shall be identified in the SWPPP; b. 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; c. 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 d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (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 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. 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. General Permit No.:VAR10 Page 3 of 23 D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I 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; 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; 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 to the VSMP authority after one or more of the following conditions have been met: General Permit No.:VAR10 Page 4 of 23 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 is responsible. When applicable, long term responsibility and maintenance requirements shall be recorded in the local land records prior to the submission of a notice of termination; b. Mother 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 residential construction only, temporary soil stabilization has been completed and the residence has been transferred to the homeowner. 2. The notice of termination should be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. 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. Termination of authorizations 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 the notice of termination,whichever occurs first. 3. The notice of termination shall be signed in accordance with Part Ill K of this general permit. G.Water quality protection. 1. The operator must 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. 2. 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 B 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 c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter must include a signed certification consistent with Part III K. General Permit No.:VAR10 Page 5 of 23 PART II STORMWATER POLLUTION PREVENTION 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 A. 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 must develop the missing elements and include them in the SWPPP. Any operator that was authorized to discharge under the general permit issued in 2009, 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. A. Stormwater pollution prevention plan 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: (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; r �� General Permit No.:VAR10 Page 6 of 23 (5) Locations where concentrated stormwater is discharged; (6) Locations of support activities, when applicable and when required by the VSMP authority, including but not limited to (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 irain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection purposes. 2. Erosion and sediment control plan. a. An erosion and sediment control plan approved by the VESCP authority as authorized under the 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. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain erosion and sediment control plan approval from a VESCP authority or does not adopt department-approved annual standards and specifications shall submit the erosion and sediment control plan to the department for review and approval. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. A properly implemented 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,adequately: (1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; (3) Minimizes the amount of soil exposed during the construction activity; (4) Minimizes the disturbance of steep slopes; (5) Minimizes 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) Provides and maintains natural buffers around surface waters, directs stormwater to vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless infeasible; (7) Minimizes soil compaction and, unless infeasible, preserves topsoil; (8) Ensures that stabilization of disturbed areas will be initiated 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 General Permit No.:VAR10 Page 7 of 23 (9) Utilizes 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. New construction activities. 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. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain stormwater management plan approval from a VSMP authority or does not adopt department-approved annual standards and specifications shall submit the stormwater management plan to the department for review and approval. b. Existing construction activities. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to the water quality and quantity requirements. 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. 4. 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; 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 Ill 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); General Permit No.:VAR10 Page 8 of 23 (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 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, and sanitary wastes; and (8) Address any other discharge from the potential pollutant-generating activities not addressed above; 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. 5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit, and exceptional waters.The SWPPP shall: a. Identify the impaired water(s), approved TMDL(s), pollutant(s)of concern, and exceptional waters identified in 9VAC25-260-30 A 3 c,when applicable; b. Provide clear direction 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 I B 4 or Part I B 5. General Permit No.:VAR10 Page 9 of 23 6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 7. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K,to sign inspection reports or modify the SWPPP. 8. SWPPP signature.The SWPPP shall be signed and dated in accordance with Part III K. B.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. 2. The SWPPP must 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 must be accomplished as described in Part II G. 3. The SWPPP must clearly identify the contractor(s) 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 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 where modified as soon as possible; 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 F. General Permit No.:VAR10 Page 10 of 23 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part Ill K. C. 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. D.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. 2. 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 must be posted near the main entrance of the construction site. 3. 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 C. 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. E. 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. 1. All control measures must 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 F identifies a control measure that is not operating effectively, corrective action(s) 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. 2. If site inspections required by Part II F identify an existing control measure that needs to be modified or if an additional 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 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. F.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 insuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: General Permit No.:VAR10 Page 11 of 23 (1) At least once every five business days; or (2) At least once every 10 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted no later than the next business day. b. 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 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. c. 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 report required by Part II F. 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; (2) Record the information and a description of any discharges occurring at the time of 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; • General Permit No.:VAR10 Page 12 of 23 `, (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 channel, flume, 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 roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for initiation of stabilization activities; (6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for completion of stabilization activities within seven days of reaching grade or stopping work; (7) 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 but is not limited to: (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 sediments 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 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 outside of the approved area to be disturbed; (8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance and effectiveness of the procedures and practices; (9) Identify any pollutant generating activities not identified in the pollution prevention plan;and General Permit No.:VAR10 Page 13 of 23 (10) 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 location(s)of prohibited discharges; d. The location(s)of control measures that require maintenance; e. The location(s) of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The location(s)where any evidence identified under Part II F 3 a (7)exists; g. The location(s) where any additional control measure is needed that did not exist at the time of inspection; 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 j. The date and signature of the qualified personnel and the operator or its duly authorized representative. The inspection report and any actions taken in accordance with Part II must 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. G. Corrective actions. 1. The operator shall implement the corrective action(s)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. 2. 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. General Permit No.:VAR10 Page 14 of 23 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 must 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. 2. 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 1VAC30-46). 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 individual(s)who performed the sampling or measurements; c. The date(s)and time(s)analyses were performed; d. The individual(s)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. 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. General Permit No.:VAR10 Page 15 of 23 3. 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 modifying, revoking and reissuing, or terminating this general permit 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; 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 8. 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. General Permit No.:VAR10 Page 16 of 23 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 herein, 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 but are not limited to 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. 1. 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; 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 I 1 or 2 in writing as part of the SWPPP.The reports shall contain the information listed in Part III 12. 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. General Permit No.:VAR10 Page 17 of 23 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 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, etc. 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 Ill 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 Ill 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 General Permit No.:VAR10 Page 18 of 23 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 must 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 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 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 90 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. General Permit No.:VAR10 Page 19 of 23 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. 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 Ill 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 Ill 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. General Permit No.:VAR10 Page 20 of 23 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. 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(s)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 must be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that must 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. 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. General Permit No.:VAR10 Page 21 of 23 X. State permit actions. State permits 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 permits. 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. 2. 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. General Permit No.:VAR10 Page 22 of 23 DEFINITIONS "Business day"means Monday through Friday excluding state holidays. "Commencement of land disturbance" means the initial disturbance of soils associated with clearing, grading, or excavating activities or other construction activities(e.g.,stockpiling of fill material). "Construction site" means the land where any land-disturbing activity is physically located or conducted, including any adjacent land used or preserved in connection with the land-disturbing activity. "Final stabilization" means that one of the following situations has occurred: 1. All soil disturbing activities at the site have been completed and a permanent vegetative cover has been established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform (e.g., evenly distributed), mature enough to survive, and will inhibit erosion. 2. For individual lots in residential construction,final stabilization can occur by either: a. The homebuilder completing final stabilization as specified in subdivision 1 of this definition; or b. The homebuilder establishing temporary soil stabilization, including perimeter controls for an individual lot prior to occupation of the home by the homeowner, and informing the homeowner of the need for, and benefits of,final stabilization. 3. For construction projects on land used for agricultural purposes, final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to surface waters, and areas that are not being returned to their preconstruction agricultural use must meet the final stabilization criteria specified in subdivision 1 or 2 of this definition. "Immediately"means as soon as practicable, but no later than the end of the next business day, following the day when the land-disturbing activities have temporarily or permanently ceased. In the context of this general permit, "immediately" is used to define the deadline for initiating stabilization measures. "Impaired waters" means surface waters identified as impaired on the 2012§305(b)/303(d)Water Quality Assessment Integrated Report. "Infeasible" means not technologically possible or not economically practicable and achievable in light of best industry practices. "Initiation of stabilization activities"means: 1. Prepping the soil for vegetative or nonvegetative stabilization; 2. Applying mulch or other nonvegetative product to the exposed area; 3. Seeding or planting the exposed area; 4. Starting any of the above activities on a portion of the area to be stabilized, but not on the entire area; or 5. Finalizing arrangements to have the stabilization product fully installed in compliance with the applicable deadline for completing stabilization. This list is not exhaustive. General Permit No.:VAR10 Page 23 of 23 - "Measurable storm event"means a rainfall event producing 0.25 inches of rain or greater over 24 hours. "Stabilized" means land that has been treated to withstand normal exposure to natural forces without incurring erosion damage. EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 - .SECTION 1. REGISTRATION STATEMENT SEE ATTACHED DEQ REGISTRATION STATEMENT SECTION 2. NOTICE OF GENERAL PERMIT COVERAGE **NOTICE IS TO BE POSTED NEAR THE MAIN ENTRANCE ACCORDING TO 9VAC25-880-70,PART II,SECTION C** SECTION 3. NATURE OF ACTIVITY SEQUENCE OF CONSTRUCTION 1. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AND ALL PERIMETER CONTROLS AS FIRST STEP IN CONSTRUCTION,FOLLOWED BY REMAINING EROSION CONTROL MEASURES. 2. CONTRACTOR SHALL COORDINATE INSPECTIONS,AS REQUIRED BY THE COUNTY OF ALBEMARLE. 3. AFTER RECEIVING ENGINEERING APPROVAL,BEGIN CLEARING,GRUBBING,AND FINE GRADING OPERATIONS AS NECESSARY TO ACHIEVE FINAL GRADES. 4. Al-IER SITE HAS REACHED SUBGRADE CONDITIONS,BEGIN ROAD STABILIZATION. 5. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN DAYS Al 1 ER FINAL GRAD IS REACHED ON ANY PORTION OF THE SUE.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE,BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS.PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE LEFT DORMANT FOR MORE THAN ONE YEAR 6. AFTER PROPOSED CONSTRUCTION IS COMPLETED AND STHE SITE IS COMPLETELY STABILIZED, PERMISSION IS TO BE OBTAINED FROM THE EROSION CONTROL INSPECTOR FOR THE REMOVAL OF SILT FENCING AND OTHER REMAINNG TEMPORARY EROSION CONTROL MEASURES. SECTION 4. EROSION AND SEDIMENT CONTROL PLAN. SEE ATTACHED 11X17 EROSION AND SEDIMENT CONTROL PLAN • SECTION 5. STORMWATER MANAGEMENT PLAN N/A SECTION 6. POLLUTION PREVENTION PLAN. SEE ATTACHED 1 1X17 POLLUTION PREVENTION PLAN **REFERENCE COUNTY CODE 17-404 AND STATE REGULATION 9VAC25-880-70 PART II SECTION A.4** ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-T'MP 17-021 A. SOURCES OF POLLUTANTS, LOCATIONS,AND PREVENTION PRACTICES POLLUTANT,OR PREVENTIONPRACTICES, POLLUTANT GENERATING LOCATION ON SITE CONTROL MEASURES ACTIVITY FOLLOW EROSION AND SEDIMENT CONTROL PLAN. DISPOSE OF CLEARING,GRADING, CLEARING DEBRIS AT ACCEPTABLE EXCAVATING,AND UN- LAND DISTURBANCE AREA DISPOSAL SITES.SEED AND MULCH, STABILIZED AREAS OR SOD WITHIN 7 DAYS OF LAND CLEARING COVER STORM DRAIN INLETS AND USE DRIP PANS AND PAVING OPERATIONS ROADS AND DRIVEWAYS •ABSORBENT/OIL DRY FOR ALL PAVING MACHINES TO LIMIT LEAKS AND SPILLS DIRECT CONCRETE WASH WATER CONCRETE WASHOUT AND CURRENT LOCATION AND INTO A LEAK-PROOF CONTAINER. CEMENT WASTE DETAIL SHOWN ON PLAN OR LEAK-PROOF SETTLING BASIN THAT IS DESIGNED SO THAT NO OVERFLOWS CAN OCCUR ENCLOSE OR COVER MATERIAL STORAGE AREAS. MIX PAINT INDOORS IN A CONTAINMENT AREA STRUCTURE CONSTRUCTION, OR IN A FLAT UNPAVED AREA. STUCCO,PAINTING,AND STRUCTURES PREVENT THE DISCHARGE OF CLEANING SOAPS,SOLVENTS,DETERGENTS AND WASH WATER,PAINT,FORM RELEASE OILS AND CURING COMPOUNDS. WATER SHALL BE FILTERED, DEWATERING OPERATIONS DEWATERING SITES SHOWN ON _ SETTLED OR SIMILARLY TREATED PLAN PRIOR TO DISCHARGE AS SHOWN ON PLAN. DESIGNATED AREAS FOR MATERIAL DELIVERY AND MATERIAL DELIVERY AND DESIGNATED AREA SHOWN ON STORAGE. PLACED NEAR STORAGE PLAN CONSTRUCTION ENTRANCES, AWAY FROM WATERWAYS AND DRAINAGE PATHS MATERIAL USE DURING FOLLOW MANUFACTURER'S BUILDING PROCESS BUILDING AREAS INSTRUCTIONS. MSDS'S ATTACHED. CONVENIENT AND WELL- MAINTAINED PORTABLE SANITARY CURRENT LOCATIONS SHOWN FACILITIES WILL BE PROVIDED, SANITARY WASTE ON PLAN AND LOCATED AWAY FROM WATERWAYS OR INLETS. SUCH FACILITIES SHALL BE REGULARLY MAINTAINED. APPLY FERTILIZERS IN LANDSCAPE AREAS SHOWN ON ACCORDANCE WITH LANDSCAPING OPERATIONS PLAN MANUFACTURER'S RECOMMENDATIONS AND NOT DURING RAINFALL EVENTS TO BE TREATED IN A SEDIMENT BASIN OR BE11ER CONTROL AS WASH WATERS WASH AREAS SHOWN ON PLAN SPECIFIED ON PLAN.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING VEHICLE AND EQUIPMENT DESIGNATED AREAS AND PROVIDE CONTAINMENT AND WASHING DETAILS SHOWN ON PLAN FILTERING FOR ALL WASH WATERS PER THE PLAN ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 B. SOURCES OF POLLUTANTS CONTINUED. COMMON ACTIVITIES AND MINIMUM CONTROL AND PREVENTION PRACTICES POLLUTANT,OR PREVENTION PRACTICES, POLLUTANT GENERATING LOCATION ON SITE CONTROL MEASURES ACTIVITY 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. C. NON-STORMWATER DISCHARGES DISCHARGE POLLUTANTS OR LOCATION ON SITE POLLUTANT CONSTITUENTS ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 D. PERSONS RESPONSIBLE FOR POLLUTION PREVENTION PRACTICES HE CONSTRUCTION ACTIVITY OPERATOR(SEE COVER PAGE OF THIS SWPPP) E. RESPONSE AND REPORTING PRACTICES LIINIMIZE 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: 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 THAT SHOULD BE AVAILABLE AT THIS LOCATION. 1ST PRIORITY: PROTECT ALL PEOPLE 27'1D PRIORITY: PROTECT EQUIPMENT AND PROPERTY 3RD PRIORITY: PROTECT THE ENVIRONMENT 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. 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 ABSORBENT OR OTHER MATERIAL AS NECESSARY). 6. STOP SPILL FROM SPREADING(USE ABSORBENT OR OTHER MATERIAL) 7. IF SPILLED MATERIAL HAS ENTERED A STORM SEWER; CONTACT LOCALITY'S STORM WATER 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. EMERGENCYCONTACTS: NORMAL WORKING HOURS DEQ BLUE RIDGE REGIONAL OFFICE(ROANOKE) 540-562-6700 DEQ BLUE RIDGE REGIONAL OFFICE(LYNCHBURG) 434-582-5120 DEQ NORTHERN REGIONAL OFFICE 703-583-3800 DEQ PIEDMONT REGIONAL OFFICE 804-527-5020 DEQ SOUTHWEST REGIONAL OFFICE 276-676-4800 DEQ TIDEWATER REGIONAL OFFICE 757-518-2000 DEQ VALLEY REGIONAL OFFICE 540-574-7800 NIGHTS,HOLIDAYS&WEEKENDS VA DEPT.OF EMERGENCY MANAGEMENT 804-674-2400 24 HOUR REPORTING SERVICE LOCAL CONTACTS ;LOCAL FIRE DEPARTMENT 434-296-5833 LOCAL POLICE DEPARTMENT 434-296-5807 ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 F. POLLUTION PREVENTION AWARENESS • :MPLOYEES WILL BE GIVEN A "WALK THROUGH" OF THE SITE IDENTIFYING AREAS OF POSSIBLE POLLUTION ►ND WILL BE SHOWN EROSION AND SEDIMENT CONTROLS AND POLLUTION PREVENTION PRACTICES (IDENTIFIED IN SECTIONS 4.0 AND 6.0 OF THIS SWPPP)THAT ARE APPLICABLE TO THEIR ASSIGNED JOB DUTIES. A REFRESHER MEETING AND"WALK THROUGH" WILL BE CONDUCTED ON AN AS NEEDED BASIS. SECTION 7. DISCHARGES TO IMPAIRED WATERS, SURFACE WATERS WITHIN AN APPLICABLE TMDL WASTELOAD ALLOCATION,AND EXCEPTIONAL WATERS. SWPPP REQUIREMENTS FOR DISCHARGES TO IMPAIRED WATERS,SURFACE WATERS WITH AN APPLICABLE TMDL WASTELOAD ALLOCATION ESTABLISHED AND APPROVED PRIOR TO THE TERM OF THIS GENERAL PERMIT, AND EXCEPTIONAL WATERS.THE SWPPP SHALL: A. IDENTIFY THE IMPAIRED WATER(S),APPROVED TMDL(S),POLLUTANT(S)OF CONCERN,AND EXCEPTIONAL WATERS IDENTIFIED IN 9VAC25-260-30 A.3.C,WHEN APPLICABLE;(SEE TABLE BELOW) B. PROVIDE CLEAR DIRECTION 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 4PPROVED NUTRIENT MANAGEMENT PLAN AND SHALL NOT BE APPLIED DURING RAINFALL EVENTS;AND (3)A MODIFIED INSPECTION SCHEDULE SHALL BE IMPLEMENTED IN ACCORDANCE WITH PART I.B4 OR PART I.B5 TMDLs pollutants of concern I Approval date phosphorus,nitrogen, N/A Chesapeake Bay and sediment Rivanna River mainstem, North Fork of the Rivanna e. Coli bacteria 1/5/2009 River, Meadow Creek,and Beaver Creek Rivanna River benthic/sediment 6/11/2008 10.01.14 albemarle county MS4 program plan page 9 ISSUED—10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY (--- --- ,U m FREE UNION ROAD W 4839 At.i MO s ,,,.,,, 11 SITE DATA TMP 17-021 Re" OWNER DEVELOPER' BAILEY.MELISSA LYNN Q QW ,s��} 4839 FREE UNION ROAD O V ry FREE FREE UNION EROSION CONTROL PLAN r/� 42 ;PROPERTY ADDRESS. FRET FREE UNION ROAD 7OS -0 1 FREE UNION VA 22940 \ a PLANPREPARER. ROUDABUSN GALE.&ASSOCIATES .y`"`"t` u�V JZ 914 MOANTTCELLO ROAD CHARLOITESVILLE VA 22902 /434}97:-0205 z-a TAX MAP PARCEL No: 0I70000-00-02100 \--- a �\4{' _/ r ' '> COI AREA 65.8f AC. \ Iba ` \''..---- / j ---- L �� LL ZONMv" RURAL AREASD/STRICT!RA/ ��DA+�IAO t4pINaIV. /` --J `^�► / SHEET INDEX y� u.? i USE RESIDENTIAL SWGLEFAMILY `\ - \/ a ON BUILDING HEIGHT: MAXIMUM STRUCTURE HEIGHT IS 35 FEET bee _\ ` >� SHEET 1 COVER SHEET W tit Y SETBACKS.. ,rtoNr SIDE REAR ` SHEET 2 EXISTING CONDITIONS Q tc0 auJ 1 MAGISTERIAL DISTRICT: WHITE HALL \� '. ro o SHEET 3 EROSION CONTROL PLAN — PHASE 1 I W •11 I DRAINAGE DISTRICT. SOUTH FORK RIVANNA RIVER RESEVOIR \ / y 0 W E. BOUNDARY: DB.1938 PG.187 ' illii* SHEET 4 EROSION CONTROL PLAN — PHASE 1 TOPOGRAPHY: ALBEMARLE COUNTY GIs J r �( f.. SHEET 5 EROSION CONTROL PLAN — PHASE 2 REVISIONS `, bOi eAT r CRITICAL SLOPES: C.RMCAL �iE.- 4 ; SHEET 6 EROSION CONTROL PLAN — PHASE 2 AS SHOWN. l FLOODPLAIN THE SUBJECTPROPERTY/S NOT LOCA TED WITHIN THE e` - r SHEET 7 EROSION CONTROL NARRATIVE FLOODPLAIN. / THE STREAM BUFFER(S)SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE '_�� 0 ! yF SHEET 8 EROSION CONTROL NOTES & DETAILS ALBEMARLE COUNTY WATER PROTECTION ORDINANCE O , D o n _ THIS SITE IS NOT LOCATED WITHIN THE VVATERSHEDOFR PUBLIC EATER SUPPLY ., Y[in"' 411r •�I.S.QBAN� � RESERVOIR 1, ?'. I� rr /�/T. JI/21 �G 4 ...,_ . 0 GENERAL EROSION CONTROL NOTES KM,�, bb ;' a , VC:TN. \\t� /,� = March�,6 WORK AREA PROTECTION A MAINTENANCE 1.ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED,STORED, PROTECTED AND RE-INSTALLED BY CONTRACTOR AT THE DIRECRON OF MID LOCATION DESIGNATED BY THE ` PROJECT MANAGER.IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR.CONTRACTOR GALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR.CONTRACTOR IS SINGLE FAMILY CONSTRUCTION ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT(48)HOURS IN ADVANCE OF REMDVNGi ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR PROTECTION CF ANY ANIMALS,AND TO VICINITY MAP 1. SILT FENCE.SEDIMENT AND OTHER PRATE MEASURESW IN ESTABLISH AND CONFIRM WITH THE OWNER THE PRE-CONSTRUCTION CONDITION OF ANY FENCE TO BE AREAS WHERE SEDIMENT FROM DISTURBED AREAS MAY LEAVE THE SITE,AND MUST BE 1x REMOVED.DISTURBED OR REPLACED. PROPERLY NSTALLED BEFORE LAND DISTURBANCE.THESE MEASURES MUST REMAIN INSTALLED — 2.CONTRACTOR IS PERMITTED TO WORK N THE PUBUC RIGHT-OF-WAY(FOLLOWING ISSUANCE OF MOOT SCALE: =2000 FEET AND MAINTAINED UNTIL ADEQUATE STABILIZATION IS ACHIEVED AS DETERMINED BY THE APPROVAL)LAID ANY TEMPORARY OR PERMANENT EASEMENT(FOLLOWING VERIFICATION OF EXISTENCE OF PROGRAM AUTHORITY. EASEMENT)SHOWN ON THE PLANS.HOWEVER,CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) 2. ALL EROSION MEASURES ARE SUBJECT TO INSPECTION PERIODICALLY AND AFTER EACH FORTY-EIGHT(48)HOURS PRIOR TO WORKNG ON ANY PRIVATE PROPERTY TO CNN AND COORDINATE RUNOFF-PRODUCING RAINFALL EVENT.ANY NECESSARY REPAIRS TO MAINTAIN THE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS F NEEDED.COORDINATION OF ACCESS TO EFFECTEEHESS OF THE LmrmON CONTROL AND CLEANUP OF SEDIMENTATION MIST - PUBLICAN RIGHT-OF-WAY D STORAGE OF MAIM.S THEREON SHALL BE COORDINATED VAIN MOOT AND BE MADE IMMEDIATELY. IF EROSION CONTROLL MEASURES ARE FOUND TO BE INADEQUATE.OR \ THE PROJECT MANAGER.CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY OWNERS IN NEED OF REPAIR. BY A COUNTY INSPECTOR.YOU WILL BE NOTIFIED. AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS. 3. A TLEANINABY STONE CONSTRUCTION ENTRANCE SHALL BE PROVIDED WHEREVER TRAFFIC WILL 3.CONTRACTOR SHALL-AT HIS EXPENSE MAINTAIN THE WORK SUE IA A CLEAN AND ORDERLY APPEARANCE BE'TRANSPORTING A C MUD DIRECTL SITE AND OAD O THERE COSTS THE POSSIBAJtt OF AT ALL TIMES.ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK ALL ODAJOED DIRECTLY ONTO A ROAD OR BIJZE PAVED AREA. SITE BY CONTRACTOR.AT HIS EXPENSE 4. ALL DENUDED AREAS ON THE SITE SHALL BE SIABIIZED WTIIWN SEVEN(7)DAIS OF FINAL In4.GUSTING LAWNS.TREES.SHRUBS,FENCES.UTIUTFS,CULVERTS,WALLS,WALKS DRIVEWAYS.POLES SIGNS. GRADING WITH PERMANENT VEGETATION OR A PROTECTIVE GROUND COVER /ER SUITABLE FOR THE RIGHT-OF-WAY MONUMENTS,MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE WRING THE MINE OF YEAR TEMPORARY SOIL STABILIZATION SHALL BE APPUED WNIHN SEVEN(7)DAYS TO WORK.ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT MILL REMAN DORMANT ADDITTOIAL COST.PROPERTY PEAS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO (UNDISTURBED)FOR LONGER TWIN THRTY(30)DAIS. 0 BE DISTURBED SHALL BE RESTORED BY A UCENSED SURVEYOR AT CONTRACTOR'S EXPENSE 5. A PERMANENT STABIJZATION/NEGETATVE COVER SHALL BE ESTABLISHED ON ALL DENUDED 5.CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE AREAS WITHIN NINE(9)MONTHS OF THE START OF CLEARING OR GRADING.LWLESS /� 57 REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDNANCE.CONTRACTOR SHALL PROVIDE DOCUMENTED IN MARRING TO THE PROGRAM AUTHORITY AT 111E START OF LAND DISTURBANCE, CC THE NECESSARY DIVERSION DITCHES,DIKES OR TEMPORARY CULVERTS REQUIRED TO PRESENT MUD AND THE NINE(9)MONTHS SHALL BE MEASURED FROM THE PERMIT ISSUANCE LATE DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY.CONTRACTOR'S VEHICLES SHALL BE KEPT EROSION &SEDIMENT CONTROL LEGEND 6. WRING CON5TRUCTION aF THE PROJECT,SOIL STOCI(PILES AND BORROW AREAS SHALL EE r A CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS.NO AREA SHALL BE LEFT DURINGED.COVERED,OR PROTECTED WITH, SEDIMENT TRAPPING MEASURES. DENUDED FOR MORE THAN SEVEN(7)CALENDAR DRYS. T. ALL STORM SEWER INLETS THAT ARE OPERABLE DURING CONSTRUCTION SNHL BE PROTECTED J SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE STORM WATER CONVEYANCE SYSTEM W O 0 0 5 VEGETATIONWITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TT T (� 3A2 t�l�>;���� CONSTRUCTION ENTRANCE ST 313 ST SEDIMENT TRAP 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED UNTIL i 1.PRIOR TO REMOVING ANY VEGETATION,CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE CE. cc 1 OSNRBED AREAS ARE STABILIZED.AFTER STPBNZATION S COMPLETE,ALL MEASURES SHALL N(�'`LL PROJECT MANAGER TO RENEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE BE REMOVED YRTHN 3O DAYS,UNLESS QTHERMSE AUTHORIZED Bf 7HE PROGRAM AL1fIDPoIY. VEGETATION REWIRED TO DO THE WORK. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF 'r[o'�] 2.TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRAINED OR CUT r(�(� CONSTRUCTION ROAD 3.31 ® TEMPORARY SEEDING TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION V ONLY WITH THE APPROVAL OF THE PROJECT MANAGER.ANY TREES OR PLANTS WHICH ARE SHOWN TO CRS 3A3 ® STABILIZATION TSa 1J REMAIN THAT DO NOT INTERFERE WITH THE WORK.BUT ARE DAMAGED BY CONTRACTOR OR HIS AND SEDIMENTATION. 1,' SUBCONTRACTORS,SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. O' LY 3. CONTRACTOR SHALL CLEAN UP,RESTORE,SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON SF 3.05 X X X SILT FENCE PS _ PERMANENT SEEDING O W COMPLETION OF WORK ON EACH SITE TOPSOIL SEED,FERTILIZER AND MULCH BALL BE PLACED IN 1--ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS.A PERMANENT STAND OF GRASS N ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE 11,, 4.THE ACT OF RESEEDING SIWL NOT QUALIFY AS STABILIZED'. THE CONTRACTOR SHALL BE RESPONSIBLE DV 3.12 ��DIVERSION DC 3.39ICBI DUST CONTROL ILL O TO ESTABLISH VEGETATION,NOT SIMPLY APPLY SEED AND MATERIALS, Ct NOTE THESE PLANS DO NOT GUARANTEE THE EXISTENCE,NON-GISTENCE OR LOCATION OF UDLRW5.CONTRACTOR Cw 10,..._•,-CLEAN WATER DIVERSION M W A.m. vE IFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES.AT LEAST 48 INWRS PRIOR TO ANY GcwATON OR CONSTRUCTION,CONTRACTOR WAR L NOTFY MISS UTUTY(1-8W-552-7001)WILD/OR TOTAL DISTURBED AREA = 3,86 ACRES CO THE RESPECTWE UTILITY COMPANIES FOR GAS WATER,SEWER.POWER,PRONE AND CABLE.CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VAJe0U5 UTTUTIES LOCATED.AND TO HAVE THEM REMOVED OR RELOCATED.OR TO DETERMINE THE MEDICO OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER,IF THE METRO OF PROTECTICN It S NOT OTHERWISE SPECIFIED.CONTRACTOR SHALL CONDUCT ITS WORK IN THE MONTTY OF UMW UTTL ES N ACCORDANCE WITH THE RESPECTIVE UTIU=YS RULES AND REGULATIONS.ANY COST INCURRED FOR RE/KMNG. RELOCATING OR PROTECTING MUTES SHALL BE BONE BY CONTRACTOR UNLESS INDICATED OTHERWISE CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTIUTES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND/OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE ImIIIES.ND ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH LMUTIES. 6fi41)LT op P7@Q MLI y �� FILE MIER UI ► 19.0320 Jimmy L.Taggart LA No. ! o P f''SiOxn,EN9 SHEET / 1 OF 8 _ __ r; r.._ / , ,, , 5 tia gm • l r y 3 a= 3- �' B 1 -0gza .aiB I� O'I 1 TN.v-22 �� o 1 Ba 19EBry]o iflhij ` I WEPHYLLISSFOXTo .,.., �'+" ; 2 sr �� • ® �\• . - -9 ® ® W �. • a a a 0 ' ax a �d0 0 4 a a 0 REVISIONS 0 a a SAIL TYP B1L ® . /' .✓ ha / \\ 9 T�. 0 0 N HYDROLOGIC SOIL \ l ® "�O GROUP, B \. ro -- SOIL ODIC OI !8 a / a- �-� a 0 HYDROLOGIC SOIL @ ea o a z � 9 �`£1 ® ` ®® GROUPS H y ',. ®® • A \ _ 9 ® ® 8 SGIL TYPE � / 1 Tat n-aE i--' —" ' • • ® 36BHY➢ROLpGIC // a ® j 6 SGIL GROUP B ��, OIL TT'Fi 36 • © 9 \\ D.B.169./331 / 1 0 ., ® a ® " a, HYDROLOGIC \X/i BAILEY BEpLTY LL • / �� /�T a HYDROLOGIC SOIL • 100• 08LAtE1 1003 200 \ 19 GROUP, B 3 •m C , ✓ J ' 0 0 0 a n Y ,_ S � -SCUT_IN FEET DATE ;\ rx]zu 0® n • -• & ELS.1939-8] 0 March Cry 7DT1! �\ An 3B ruF ua1 3 4 BAILEY"JESSZON ® e .0-•1—� ausESa RCRES Y ®a n.O • l Y➢RL GGIC 3G _. i.x.v]-ziB \ j ®3 • 0 ®0- ""., H _GROUPS B R ( SCALE Da 169➢599 II\ N/F BNBE D.cwPmB. \\, /� / 0O 0 ' ; ( 0 �\ ® ' //'! Yeta°' \\ SOD.TYPE. 363 ® ® .`® "� • // HYDROLOGIC SOIL r. ' /��� at BB y ,y // 6RWPi B I ® a tIW ® - CONTOUR YaEIAL HEET 4 & • ®® HSOIL YDR TYPO 36B .� HEET _ & ,� <FEI�''��� A, �\ a ® V I : - HYDRO TY LOGIC !/ G� ®e ® — ® • , C GROUP.B \\� '\ • ? if ^ \\ \�\ SGIL 'P6 3. 'a I ® /� > i ® 1 Q HYDROLOGIC SOIL ® / I l t 1 . l� I �V ; GROUP, H B e B ® • t ` `\ \\ \� \ \ EX.MID V19 1iiG I - e' ' .6 :\GI GROl1P B 1`7'// iM 1)-a6 N O Z \ HYDROLOGIC SLR {L ' / � p + AR.1960/3]D �l Tit 17-200 q S IL TTPG 36, a / ® am PxBLP JOIWS➢x a L eD BRUC 6E 66D.a y" HYDROLOGIC SOIL 1 _ $ \ r / • 0 Kvssn. 1NSD?1 O �/T�� 2 PASn F. 99\ GROUP, B _. _I .._.."� ` a ® F O c V O 1 ® 0 0% _ 1 - 'auE mra \ '.., ,� s`r\tli%/ �' 1 PJI -1 I. VA •T \zior JI 1. 0 , HYDROLOGIC SOIL l e VI W 03 �� ➢s veuw.c] ��A � © o ® a 0 6 ///111��1 --� AVE n4gfE P FRPXI(E / \\ 401 "' �/ It • '•—--Tr 29-33B1 �% / I SO ttPE�-4➢ I ®• -.-_____ BSOIL TYPES 3. Y / ®® '\ d /�I// n/F pxn.uP 3 HYDROLOGIC SOIL I ® '��� ®HTDROLOIIC SOIL / ® / NLLssn;IS / / \\ �.. GROUPi B - _�SU%a'O ,-GRW_ Pi H� \ • / 0000 om • O / \� \ ---�� _ __ == "'�"`!0� __-- ® �\ e'-/1 \ ( FILE NUMBER { ` -- hr m® 0_ _� CES \ T.N.Sm �yaaYB➢t PEA 19.032O \\ T.N.i]-zvB \`�� p SOIL TYPE, 14➢ n ix e9 B2A , na tssene] ya c l DB.3009/288 R `t $ HYDROLOGIC o,] I "t N/f JOHN B.a 1 A&VB�65/6i] N/i HELISSA LYNX / {{ \ SYLVIA S.HENDRU j\ • a WF YIIIDY N BURNS 6 BAILEY 4 �'1 f art ▪\a LI, \ _� Tt• rN1�IRR B� �� Tt• T� \ Ir_ uaJimmy L x``� T;T�r Da 0i29B \\ WF WEDY H.BURNS 1 I u.AL [� µT,qN n a BAYARD F.PEPE \ ox.l 6ao•y� /�'� rnmA B.xsncux 1 2OP8 ,/ `�" - -- , -- _ - ; Y TEMPORARY SEDIMENT TRAP CALCULATIONS / ' , �T \� 6 , % �® . - __ \,/-4- �i qDra nage.Y.c 1,99 ac e j y)% '� • - - _ tf` F1 y. mina= 1 STAGe STD BewBT i/ ✓t/,, i� / \ _—______i / _ _ - '(�r'1 $ 2m Ta3 Te (n) amwa( ssowaTmT4 e.9eA,sn 1 / ® ji _/ SECTION OF SF=300 LF / Om 1 Pq'a -oo nr•1 n9 aces- .00,33 cif r / / i C' -lay am. lume n°.•a. 1s m s sxe°° szs 0°0 0 000 0 000 1n6 0m / /' \.* /• - ---AREA DOES NOT EXCEED ALLOWABLE 1 ti� i ew s eae- sz6.0°0 m6.o°o as.o°o use 0Bo / / 1 ?`,� _ _ _ 4 1,.e wad -6T c •1 a -uB a sn 05° asB.oDo 96 co ueo 000 / i' / Or ' /, ��j - — — , — 0.25 AC PER 100 L 1 Q aW '1,Lla e.a:n ew,.®e.n.r° =us e`s'°.00 a � 520.000 amo°00 152 005 1600.000 r / -,— / 1 oU sz9.o°o 6420 a°o z19 020 2323 02° i/% y' / ' r y\ �� -�wnmv. / 11� Top of Bern 531.00 510.003 6azo:°o0 297 050 2020 000 i / , ♦/ / / , / �`- _ _ __ 5 r ¢2 3- vmu.-B• (♦ / __-- •-----1 --- Om weir width 5i.we0 • __ sediment oo tc 525.00 25. acwe• 6 11.9e ♦ ' , • i 'e( I % U< floor dimenieueaveue Elae szs s "'' / , \ _ /" \ \, _ r SECTION OF SF 200 LF `'� _ • DRAINAGE _ �� . ilirl '� ', /a3 ♦'\S /`AREA DOES NOT EXCEED ALLOWABLE AREA TO SF - i "-�'/ �I i ��/ /' / / ,\\ 025 AC PER 100 LF \� _=0.21 AC r /. Op ®�� ' ,����VO4 '/ ./• 1 -,\ . 'Lir if ,..7¢ mks i ♦ y /i I DV wa � � �/ • 1jdge �'/ / " s •A� ♦r it 'CI I ;6p ------ /,,i /'. f � / it I �, • I �• �� lE�,"5�1 .�c�'"i��:JN 1p -- �. �� /i / / 10, s--'-i / �i \". . �� rr DRAINAGE \V I /�/ 1 j 1 Ow Al 1 � /,r°7? V ////%/�pi 4.\V 0 \ V A 1 �, 4 .1` /„ / / j/ % ati�1// EX. ROAD TO RIFM th AIN 1 �vmrorm I II \� // % �'��/� /_�'\ �'', 1 Jy \ �'--S 11 1 \ bRAINAGE N _� '' , '\� ...„,::-..EH--- / / — ♦.`-. ` \ .,AREA TO ST `, 'yam 1 1, 1 1 \ II / / ��+� .i /.. 1 / / / t 1 \ / ---- S7 \ ''. T 4 NOTE: HIS GENERAL AREA OF • I ' r / ' �j. � �i � A �' i A ` ' DISTURBED LAND SHALL A USED �II r/ •����r I 'v Ayv yl +, L�'_fail � � � �• � � ��v 1 i * 1 I FOR THE CONSTRUCTION p i �/� / /` ��,,, -� A• ,/ v_ A ` 1 1 I it j /` OF A TERRACE FOR AGRICULTURAL Pe� \ ,` j A J / EQU PMENT AND ACCESSORIES i / I j l // /i/ i/' -\ V `V / __ A i A \V A, 1 , 1i t d / _.1 _+•t39 OR`FliE MANAGEMENT AND a� ' it / AGRICULTURAL ENGINEERING /' //,' / q'vv� .\ \ �- i 1' / �'�,- \ �,`y \ \ "•* ! % ''� ,� /OPERATIONS WITHIN THIS FARM. Metdi 6.2me / �+z �. A. A, I i v / DRAINAGE / I (# / / / /�( `V �� ! / `V A / !I 1 ) (/' AREA 0.37AC F i ' %/ / SCALE y �/ % Y �V / �A / DRAINAGE N,� �cs �' i I i / */ / 7/ / // / � / \ ( 1•-540 i / / ,I�\ / (AREA TO SF / �� 7 �i A % / / r� vv A Vim . / / 1 �l / .M / / ;�1 caenauneasnw .1-'" F F✓ f_.,\v \\ V//// /. / �. A,\:__ �,• i t1i1; e1 i� i / / �/ /� 4 Fool j/�I I�y \\�\��i // r//� � \Ili \ =.-`\ �� SF/� jJ/i + '`'` �11i // l +i % / / /SECON OF F=6s1 (F /11 / I { I L--__,��-��_._ / / / 2/ \ _ - \-'-z c.U / j i + AREA DOES NOT EXCEED ALLOWABLE/ Z O �/ ./y -- — _/ \ �` �, !' + leil / i 0.25 AC PER 100 LF 1 5Q r it I �— y ,3F� / �/. ,/i j i 1 / ATM. 29 3 'B1 ¢ ra i I -o-�� f' EOLIPMENT SECTION OF SF= 85 LF / y ? : / f + j' ' I \` ^, N n hON-1 / \ _ STAGING EA AREA DOES NOT EXCEED ALLOWABLE i h / i / ' i ' 1. ' I+ ' /t Hr�L JF' 'afvJC,d ZQ�p �� �j 0.25 AC PER 100 LF ,' V /�752_ .. . �'\ii \ ♦ �/ I i 1 t / / MELISSA JGrII SEN Zf�Z Its f7".7 E n r / ,i `� I ft - // ---- EXISTING PIG PATH TO BE USED � / / ;/ % + I 1 / \ LULL 0 z g111010047 ^ FOR ACCESS TO SITE GRADING PAD ����'\•N�� / / i� / / I I - \ LC — �/ j \ ���� / % / " I I I 1 / W it O. �� A U.B. 1938/187 �� CIF f__ v J• ( \ t `\ -- fir ^'i. 8 T.M. 29-32A DR VB166!637 N/F MELISSA LYNN �,y=>; °,>e N/F WENDY H. BURNS & BAILEY �a FILENUMBER PEPE l/J7 `; ' /©\ 19,0320 °, Taggart 1 41 2•99 1 66°+ \\ 4 0 °SCA E 1,46440 BOSHEET6F \ — — SCALE IN FEET yA30F3 ..., . - ii -....i. . --1-- ,,I- LS 4 . __ : M i2 e 1 y , ,- _. 1,J---- • . r . . •• • . -41.3/4, ,-- ' ,,, • -• •.. ../ . , \ - ..tu , • ,., ; i ! \ \ .., _,--- ,• , I . , . . / • ' las /c I/' . „ .„ , / 1, I- - - I R9.111 /i e • \ •, --- • \ ____-- I...- i N \ / / „ -.. I t 7 / _, • ' "...,,. _.- , -,,. ; --.„, 21 &I \ \ ', [1 t iii ., , --_-__ , I t,/ \ ,, a _ — ‘ / / ,,,, \ \ _ " „ ---,,, —- 1 __Ai / / L '' __ —.. A.,c 1 '- -. .._ \ ,_________ -- : • , / ( _____ _ . . 1 . i I 1 zo . • , , _._._ , . • • I i " ‘ • ___ _ ,/ $1-airs so - -- \ • • '. ! - It RI- cq _- —la iiii•rierni ise WIWI"-NIS at teg mai is as___ — - - -I - ' i . ___ ,, ALBEMARLE CO. GIS - ' - 80 meg eiv , I W u) iiit.12 ig . ..t. , _ _r, , s- - i -- . i kit, r0 ect g . ,- _ - - , , ___.4-"" 1-- Id 0.1u mi Z 0 wr , #4. ', \- ') \). L , r ) • );11)-) --1:11111010:)__W270 BUFFER / .),.. . ______eitt_ist, Nn ____-------- ki.„,..---- I 8' % ,,, _ _________ - i _____---- 1-- ___z-------------------------1- { , \ \ -- .. ! i . ! 1 I , \ z 1)1* ) ) \ \ \ k 1111 - -- — -- A-- -__ -- -.1 \ . , \ , „--, .. \ _ , i 1 ) \ , .1 4 - - *---- ___ ------- 1 I I 1.- -- ), \ / / -— ' \ i ' --__________ __________ L______,___ .--____ \ ' \ \ \ -- As , t / : 1 / ' \ k \ 1--- ---- ------------1--- -------------— ----------------1"---------;;<---L---1 I 11 I / i I I i / i / / / ,/ !\ ____-_------/ ,) 1 ' / / 1 ; L._. , \ \\ .----------,„_.____ _._C--"------___ -___ ---*------. - `. -,, I \ ‘ ---- , i , / i , „ IN , - i 4/,/ / / I i. \ \ \ 1 \ \ //e• / / 4,7 / / / / / 4t, i / / ::------_____------- it/ / / 40p/ / / / i //. / oramaw.5 tii;iirreamm__mTh...__ suif-N,N.e. ,---._ryst II A , --ALBEMARLE CO, GIS \ \ / / \ ----------._ 4/ / / ,,, Cr-- 1100' WPO BUFFER r-tr-41;2 ,ifr. li / //a / /, , ,, , ,,, ;-•--r, • ' , i I I I rift 1 , ,a / ( ( / ,..•-t__________ _„.... ‘ i [ nATE march 5,2019 \ 1 . / ,/ •1 1 i / ,/i / / 7 / / /i • i ; , ob ,--------__ r..° \\ \ 1 ), -------- / / , • i ) , : .,"(l / 1 i ! i , ' • I / ale l ! I „,-4-- / \ , ) / / / ,/ / / ) ! 1 / ,,,, I 1 , ) , , , .31. / ! i ( S \ \ \ 1 1 1 fo), • i / / \‘ \\\\ Ii\ 11\1LIli 711)-2:11 5.< 7., \ . ! „--- I ----. I " I / , ,,,,,‘, , , ,,,, „ / , / 7 , „ , . -1,,,,, CONTOURINTERVALI . /• \ \ -, 1 / / f/ / / / ( --, : I / / it 1 i \ . . 1 I I / II : ---'-' '-',\, • / i 1 A / \ I N\ i \ ‘‘ '\ . L,, / I :1 1 7 • .'"/ "CD y \ \ 1 , , / Ty N. \ \ 1r 1 ; li i f4 \ , ..••• 1 1 i r S r i ' , , c \ , \ • \ i , i ' ; i r / L.--;_______-- ------r\ \ \ ____----' ii i . 1 . , 7-\ --------„\ oll , z 7 , \ k ' / I ; l , I i ' m 1 ) k I / / i N N\\ I v.. \ \ \ \ / \ \ \ / I IS _/r/ ) 1 , I 1 / s, .------ epik --,„. \ \ ! I I 1 1 I i / / / / 0# ,___L % \\\:\\\----) I \ 1 I I •/ ,/' / i i / / / / , / < , r / / / r / _iv , -____-- *arm sigt_____;; --it \ , \ 7 --r-...._ i t .i ! / \ \ 1..c------- or 1..1 #1, 1 1 / I \ e \ , , \ \ ....---- \ \ \ \ \ \ \ < A ..,,.._ . /fAN \N\: \:\ \\\:\\ \\\\:\\N-V‘— l _/ I;ill il izi -/ / "-----._ 50.g.---1 \ 1 i I \ 1 / / / / // / / / t / , ' / -,-'-- ' ,,, .-„____ /1/ 4. .------ --,-__. -----T-------7;/: .------------------------- -'--------111r-------'-------C -----% .4111<ilkNek'illi- ---- Z.- ------.KI, ! . i . '`.,., ---.-_------- . r I CONSTRUCTION ROAD STABILIZATION TO OCCUR ---'---------*-*--, N'NN'N'EXISTTIN--:PIG ----->PATH TO BE US;D ;BETWEEN CONSTUCTION ENTRANCE AND ----„, \ ) . \ \\\\\ \ 2 ujlo 1 coma z \'''-7---usTailisttle- 2L1.1 CC11.1"..82 _.----roW---------. ...---- / ,, A.xi a imi 111 taw -..,,. ' // N ),. -....„,.....„N„,„ — -- -_______ / / / / „,._, , WASH RACK ( WR") SHALL BE I ,\ ') ( -.Ci ...-------"" evea op ..0 L 1 k INSTALLED IN ACCORDANCE WITH FILE NUMBER THE CONSTRUCTION ENTRANCE AND SLOPE TO r -----,_, -,„,\ NN--,„„ ,. 2 __ ----Cs ,I/ <'A g 97 to, - -0- 19.0320 A\ r _A TEMPORARY DRAIN PIT AS DEEMED NECESSARY I N, . '"-,. ...,..----••-•-• ... /1,., \ . % \ \ / BY ALBEMARLE COUNTY EROSION INSPECTOR ____ I ____ , . -, \---•-•-••'-'"'"-""a--"-. 1 i Jimmy L Taggart ,,--- \ \ \ / 1 ......-----'•'-"--.-. TOTAL \ ‘ %font io '1 \ k . ...... LIMITS OF LAND 1 SHEET \ SCALE I" ' .....-.-...... i D.B. \r3166/637 - .. DISTURBANCE i o "t°4o 80 L \ \ ....„. ..' T.M. 29-32 =3.86 AC 1 _ - 4 OF 8 SON E IN FEET VA .- --- ', ‘ \ ___.-------- TM, 17-20AI \ \ -. • ri �. A ' v _� �,� / h \ \ g, P , \ ' \ 1 y Iii vg H H ' � S'\\\\ \ T y �-1 y v v � �' WI \ \\\ \\\ \.:. ,, ''\\\ \\N\\ . \\“‘ \\N \;I\ \ \ ' ‘\''' '' ' \ \' ' \ ----' \ I , Ui IA \ 11 .3 7 \ \° � I i , 7A % < . 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CO z 1 _ figisINN/__ I. __ I C I 1 J 11 �, T , >c N ----)c-ii---_, - N N,,., -----__, I), ----..___ __.-------- - - mv" u ^gyp r71 -n R aII :Lc,/ CO to PHASE II EROSION CONTROL PLAN ROUDABUSH,GALE&ASSOCIATES,INC. a fa g 4839 FREE UNION ROAD pr 9 1 Q ENGINEERS,SURVEYORS AND LAND PLANNERS CI TMP 17-021 - ® A PROFESSIONAL CORPORATION S a, EROSION CONTROL PLAN Q SERVING VIRGINIA SINCE 1966 814 MOHIICELLO ROAD-CHARLARESVILIE.VIRGINIA22W2 AIHEMARIP COUNTY.VIRGINA t 1O PHONE 434-en-0206-FAX 43-2 -EMAIL INFO®ROUDASUSH-COM f G% \ $'N. q� I1 / I i - — „_________---,540-5,:, _ ,! :cc! ® � �' t g 1 'n I \ �'• = 13-1 e EL 9 • BEMARL®CU. GIS® � �' ®p as p I x% umio q. ® ' / • 100' WP❑ BUFFER ®4 Ln y q `? • p • sue, -- , W `¢ \ -- �' I I r / + —\-- -�� I �/ II — \ 11___ _\ - i / 1 _ ��� / / 1 , \ ,-- '� �, st / .\\1 ,\ .,i\ � i /�/ ! / // /' ji !/ � 1 .-� .� \\\- \\\\ \(, ��, \�z / / r ALBEMARLE CO. GIS T I I / f r� �100' WP❑ BUFFER " �* +� I ��� , • / O / / ' / ' —w I s ```.1`, \,, s' ` /W / /' / / j m� \ \�-.t. I DATE �� ` fc / / , t, ® ' /� l ' i • t �� /'�� —� V t I ' �� scue i I , , 7t /,, ; i I\ \ t 1, r ' 7. / 1/ aS �'�� , ) y `, , ! r I �1 / � v , � .\ � \\ \ \ \ N, 17 to z / j� l 7. ��, , , , . , 7 / w t / N v„, \ \ 1 I ! 1 I 1 .� 2FOOT i 1 , 7 t / , , -, //ct \ \ \\\._____, / 1 , / / ,,. \\ \ ,„ .\\____, , ; I t / / /* / / ; \ ill , 7_1 _,,,„„,, ,-. 0 1 , , I / .7 %.,„ \ 11 ; , Li , / e , \ , , \ . . ‘. ..\\ __________NN ,\ 1 ; 1 : I , H_ I, < v. .\ \ ( \ \ \\\ \___. ; ; I . / t iI / I \ \ / �/ �_�%j/..-------- / ' �.- isi 'C _�_� t' , �IN„ \ � ter' lid • tW 1 / _— CONSTRUCTION ROAD STABILI[A LION TO OCCUR _ \ N. _ \ _ 1 \ --1� BETWEEN CONSTUCTION ENTRANCE AND �r ��, EXIS ING PIG PATH TO BE USED / _ �— O W� 1� \ i CE`__ T---- BEGINNING OF PAD GRADING y \�� FOR ACCESS TO SITE GRADING PAD'/ `/% Q F iI \'`t �� \ -S - W ~O �, 11 ,co 1 Sy ,Y — cc `1 WASH RACK "WR°) SHALL BE I \~�� _�_ \ 1 INSTALLED IN ACCORDANCE WITH _ N--- _ tsa o� _ THE CONSTRUCTION ENTRANCE AND SLOPE TO r N. `,., \ �� 8, �` ! ` \ A TEMPORARY DRAIN PIT AS E DEEMED NECESSARY ------�� bin, /y _©\ ,ate ` / BY ALBEMARLE COUNTY EROSION INSPECTOR \ ` / 1 / -- -- -- ----- ---ate-- 1'I Jimmy L�Ta99M A. __ �\\;'` / .. ............ LIMITS OF LAND 1 --�� —� — ----- i�i�t, a9-3? DISTURBANCE Scuet,wu • SHEET <o — o ao ao T. M, 17-20A1D.B. w3156/6371-2 cE CONSTRUCTION ENTRANCE sF SILT FENCE PERMANENT SEEDING MDCRES FOR 0 q 3 ST CONSTRUCTION OF A SILT FENCE PS TU THE PIEDMONT AREA SEDIMENT TRAP .14 CCTAPP`FIKTN I ° °^ (WITHOUT WIRE SUPPORT) TABLE25 TOTAL LBS PER ACRE TEMPORARY SEDIMENT TRAP i 2 om l Cc.0 J - I.SET THE SrrMS. 2.DIOWATE A VX V TRENCH MINIMUMCFRE LAWN-COMM1IERCIAL OR RESIDENTIAL 1]S2pp LH$. �m S "R UPSLOPE ALONG THE UNE OF II• .yOree•I Zo { �� • STAKES. - KENTUCKY 310R TURF-TYPE TALL FESCUE DS100% I Ill /4 Q ymJ' IMPROVED PERENNIAL RV,GRASS 50-1 wwaf O ¢W 6 4- x,nn nc.R,w1_e¢ IR E - % KENTUCKY DLUEGRABS OS% .Oe za 00 s ..?FLOE',F Y ""Ill/ i / i i GA�� IC COI.l az - --a l HIGH MAINTENANCE LAWN 200-250 LOS. At.'ryJ ¢� J ( KENTUCKY ORTIIRFTypE TALL FESCUE 111w4 -:Ara N C QOl STOT,E '•*JC:In -AaBTPnvu T �/� _ /� GENERAL SLOPE(31OR LESS) :•_A'K�snit VQ j�$1 y KENTUCKY 3I FESCUE 12B 113S. W. Citi yR `IZ P� ' rls:urJ ! _ W �"I _ RED TOP zL0$ ® cue •0C ZC �W-,1�4�Ly'm�a n. rxrt 3FASONAL NURSE GROP• 20 LB3. ' 11uu Cu= -'relr'4 N 3 STAPLE FiLTER MATERAL 4.BACKEILL AND COMPACT LOW-MAINTENANCE SLOPE(STEEPER THAN 3.1) e¢MML xt}t may Yt Op C. u Qi: 1 TO STARES AND IXIEYD THE EXCAVATED SOIL osv e�'.UT 01w:aww N m> RI - R INTO THE TRENCH KENTUCKY 31 FESCUE ICE LETS. ¢ 6D<C fa 'MTh `"() E u^e RED TOP GRASS 2LBS ( 'Q DO IA °fa+A,xv ""' "1 i5 5 '"'• e`"� ,V *c a vA - SEASONAL NURSE CROP. 20 LBs CROSS SECTION OF OUTLET ^% W2 • 5°ie - CROWN VETCH^ 20 LBS y1••� IL- PLAN I- s , ,+�. TOTAL150LBS t Q) ctk�Q }: N S 0 2R 24 L`t _r _ -USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED �Iu T2 vm. .T a+axMB v, TIN YC• BELOW: way 1Ds E I /� _I 2 _AI At m �IItl IF /IF { F®RUART I6THTHROUGH APRIL 30TH PNNVAL RYE py e Q Y Kr._� '�uI-II JI11- • MAY 1ST THROUGH AUGUST 15TH .... ._.FOXTAIL MILLET M- I EZ D a�cow =IS-� AUGUST 10TH THROUGH OCTOBER 3IST ANNUAL RYE W SFDTION A-A SHEET FLOW INSTALLATION NOVEMBER 1ST THROUGH FEBRUARY ISTH.... ..ANNUAL RYE O !� ar (PERSPLLIITL NEW) •••SUBSTITUTESERICEALESPSDEZA FORCROWNoETCH EAST Orr FARMVILLS,VA a A�mwrtelp ofI mat abetda0ed=haoawn 1 MrhbaLoh (MAY THROUGH SEPTEMBER USE HULLED SERICEA,ALL OTHER PERIODS.USE S = toffy=e supp on=Lore. diameter fl2 mN f +dEeI3OA UNHULLED SERICEA)IFFLAIPEA 1S USED IN LIEU OFCROWNVETCH.INCREASE ��/- laJpremae t\M 1 marl be M away from Sin atru[ero>m RATE TO 30 LBS/ACRE.ALL LEGUME SEED MUST BE PROPERLY INNOCUATEO. `/ -:�� \4� Opp xdsdda; t e0Namt AR Swm,m,WA Or prevented Dow fLL'N WEEPING LOVEGR0.55 MAYBEPDOED TOANT BLOPE OR LOIY MAINTENANCE MIX S I( ' //� 0 � rREV18101•1S otiva¢Ao:mdmglhbn wolnc • .A A DURING WARMER SEEDING PERIODS:ADD 10-20 LBS/ACRE IN MIXES. 1 ) aw¢Mam/.040X / PAVED WASH RACK , • . • SLT PENCE PERMANENT SEEDING FERTILIZATION n�m ` ///7�i� 1m SCAM `1 . . . . PS AND MAINTENANCE ��� O3- r✓✓i. Dv DIVERSION ,,.jf'-to re. - i' TABLE osEen 24 ••ryygC Im2DMT 91W.BE YDDT.J./9T DR/3 r (( 'wtl=• •• • a1I E(-Ii MaUse Sol Test rwor m,arPomanmt EoVwga DIVERSION 1=11=1('"'L"L`r�'"�L�"III I�II- °m loon U Rer Lba Per or Rates a°I"" Mowing OUTLET (PERSPECTIVE VIEW) _ � I Seeding Mien Formulation Aver t000 sDmf Time -I�.IIFJI=IIII Tao leesue,makes 10-10-10 500 11.5 Yearly,or as 'No'closer Man 3'd SOURCE:VA.DEC RAiL 3.1}2 j -IhII UO]0%w elate or 1J0 92 needed WI ovasho mowing is Tot smarm of cover »Lam desired. To maw SF/STONE NOT REQUIRED AFTERSHOULD BE ARE STABILIZED POINT DO Bea LOPE OF OUTFALL PORTS A BE HIGHER IMAM B. Bomq Me year Do not mow C(wmvelUI NAIL -IIIII IIu _ n 1111IIIIII IIIIII IIIII IIIII=IIIII DRAINAGEWAY INSTALLATIONCow/watch 0204 400 92 ralmvTnO MINIMUM TOP WIDTH (FY) IIIII 11111=11f Ilea. Ell till IIIIII :IIIII=IIIII IIIIIJIIIImIIL (FRONT ELEVATION) Bodsrom,rem; establishment -: 111 _I - l =1-11 1 111 -11 II -1 _ I=1 I SUM MOM Om Mt Yeeaars every er. REQUIRED FOR SEDIMENT DATE Fairly inform Fell Me year Nor required.not closer TRAP EMBANKMENTS Mard316.2019 SUGGESTED TEMPORARY SEEDING MIXTURE Teealess ice 5-10.10 500 11.5 gym°,-men, maZnZ*des .ad ACCORDING TO HEIGHT OF TYPICAL VEE-SHAPED DIVERSION FERTILIZER,10-20-10, LEST LBS/ACRE iesDedera.m and every45 then In fall after see] EMBANKMENT (FEET) SCALE SEPTEMBER-FEBRUARY 1S 50X ANNUAL RYE&50%VENTER RYE I00 LBS/ACRE Blydslmt Trefoo. yeas lbaealer. bas maWM. FEBRUARY 16-AFRO.30 ANNUAL RYE KO LBS/ACRE MAY-AUGUST GERIPN MILLET 50 II( III LBS/ACRE OTHER OPTIONS EXIST,SEE VA EROSION AND SEDIMENT CONTROL Wee Sonny the year Not 4•1Od.not closer l �A / HANDBOOK �. sag MK.= than d'd oa'asional Source:Vs.DSAC Plot 3.12-1 semce lmpedea 5-10-1O 5m 11.5 esubryiment moorage desired.and SUGGESTED PERMANENT SEEDING MIXTURE Muniform plant and every -0 fall alter sancta a M.5 LB rcaxrammTEsnALI LIME,2 TONS/ACRE FERTILIZER, 10-20-10 1,000 LBS/ACRE QisMbu,isn Yeas thereafter. matured. ----\\ IS OS 2D l J IA CH-HAY fS KENDJCKY 31 FESCUE MO LBS/ACRE,AWNAL RYE 2O LBS/ACRE MAY Maw D.D ID LB WA 16-AUGUST IS KENTUCKY 31 FESCUE 200 LBS/PCBs,ACRE.EMAILE MILLET LI LBS/ACRE Red6Meven 20.111.1D 25D 58 3eptndu.311toned 7_5 LS 3S AUGUST S-FEERBai KENTUCKY 31 FESCUE 200 LBS/ACRE,ANNUAL RYE 20 LBS/ACREOs days later blEeyeee:aTd MKy 3.0 20 2.5 LB NOVEMBER-FEBRUARY,KENTUCKY 31 FESCUE 200 LBS/ACRE,WINTER RYE 20 rescue,=Wacky December.May bluegrass:and deem .j JS ]5 SA ` LBS/ACRE blues hard tlan 3'f°rfeaw. ,nwemiWre. 20-10-10 1W 23 IDJwedO.o CO TYPICAL ORIENTATION OF TYPICAL TREATMENT - 1 bed M AO .0 ;a J TREATMENT - 1 (SOIL STABILIZATION BLANKET) TS TEMPORARY SEEDING nMDCTURESFOR LD AD A6 THE PIEDMONT AREA AR. -1I_r Q ='sI r IL (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA � MN -A p rM TCBIER 5W2-L-a r6W1. pip DWI, �y Q Root 1FM FOWAY9FF11WGSBSW=rones ne 0SL inoe ey Z `-a '/ 00 roam Malan 6Cmme Ra. aAm't1 see°.s=*aLRlam%timpmuly (n c d'' ,. w-ix,awlsRwsof Z rerectomm ra°:to tea SxrrmLB Per 'Morin M I'd M m ea=15h Ill 2ra i 01 0 i/ $ tee wuc et iVMG ma San tLti.0430 sl< a1� u» sna WM" vJi in1 SD1-Jf O 0 O S O'1 cri "`"" Baum°no' 2s to tea 1.2 z 10mi5 x 1MI5 BT t ,LI^� / Dea 30u 231 Z 7OF P 9hT yp Mmm1\m I R1w 1<I 25 W. 3Yt 12 X % X - X X • MI ` Z N�TICE�.ATM,aw°Ewo°On ==-=DERV Attar,,,-;.... I! � w O =r .eve.. - ``---___ Y 1k t w i I dU -_ = I �Y wtrtu Ann Tine.'annna ,/fr J1I frc slow own m rt uom v5 1 X X 1X15 X X IX X X x �20 amino I I X SfJF I ml f5, X T Ww,M 4IM 0m LH.1R - x - - X - . % . $ ��,TK 10 n' wwa:�5y Z O >sA mloiNIla 5 _a1• _ TIA /u 1 e 50 Pe. 1.15 11.-12 X - BIN X - I1A % - 6'15 CC _ WA j4l' mllim i O Ill _ �-1'AY I I•D1tl R1 ID0s X15 1R • X X % /�\ wet lwwl I (II eeptceme=FeroW.W INS:I sneer O W {' (31 R4etme;m wumeaal bon USDA,ARE SnuyarmaFLVLaoms1115 Ja+u)19O w' rP �1l . PLAN VIEW w Bm.eenIalaldaodre+eemladalm.ma Rath only if;mind 1st..w�am wean Paved CC gt j` x. _: -_ - + 1 STAPLING DIAGRAM () Maybe wed es a=sect°o10r"'IM"°1y"'n1.o.menm.eeeene=ma se teas u me permanent 1,1 BECEJ TrES RIY Mkw.u�S { 'i v^' • N• 'ot mom RUN N) Maryland Mau Highway&ministration enivly Soo MN W / SOFAS S �. Leas C swv[urt Lwow nA onee m1wN�TWRDA¢5 (e uW.Pamre fn moteSer nenteeedW.Add 3DYlaoloml'I>mean.ewelIl�r rM ED Te•P.11 a int _ Fen um LeaFN S.nOr� (5, w reu�eva pmbm 1 5vx gnrned �- rue ���� TIED. �Of _KL 8 Op Ar@' ERE NUMBER,t C C4q- // mpf3, w Y t �P N L 1 ♦ JLY ,6. Jimmy L.TO4Nort 4.. T,. - SOURCE:ADAPTED FROM LUDLOW RW PLATE 'D mCTS BROCHURE ATL 3.35-1 SOURCE. DAD AND moot STLYRARn• PLATE:3.36-2 9 lFaalO.sic it SHEET / 70F0 FF(DSIDN AND SFOIMFNT PDNTGL NARRATNF 5. MULCH (3.35) - PUNT RESIDUES OR OTHER SUITABLE MATERIALS REGULARLY BY THE HOMEOWNERS ASSOCUTIDNS TO ENSURE THAT YARDS PER ACRE OF DRAINAGE AREA. THE OUTFACE>TDIGM SHALLIMPROVRAENTS MAY BE INCORPORATED INTO THE APPROVED U SHALL BE APPUED TO DISTURBED SURFACES TO PREVENT EROSION THEY ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY AT A MINIMUM. MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN LAND-DISTURBING ACTTER TO MEET THIS CETERA AT THE �J.Q PRIOR TO CONSTRUCTION AND REDUCE OVERLAND FLOW VELOCITIES. THIS PRACTICE SHOULD EROSION. DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF DISCRETION OF THE STORMWATER PROGRAM ADMINISTRATIVE (� 1. OWNER SHALL POST SURETY BONDS FOR CONSTRUCTION. EROSION SL BE APPUED TO AIL SEEDING OPERATIONS. OTHER PUNTER COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO AUTHORITY. 4,(M SEDIMENT CONTROL MATERIALS'WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY 9. THE EMERGENCY SPILLWAY SHALL BE CHECKED REGULARLY TO A BARE DISH CONDTBON OR THOSE CONDITIONS EXPECTED TO EXIST (8)THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED ((((////���� 2. CONTRACTOR SHALL OBTAIN PERMITS TO WORK WITHIN STATE THEMSELVES.AND BARE AREAS WHICH CANNOT BE SEEDED DUE TO ENSURE THAT OS LINING IS WELL ESTABUSHED AND EROSION WHILE THE SEDIMENT BASIN IS UTILIZED. STORMWATER FLOW TO NATURAL STORMY/ATER CONVEYANCE R Z 20 (g� RIGHT-OF-WAY (VDOT LAND-USE PERMIT). BONDING FOR WORK THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL RESISTANT. GRASS SHALL BE KEPT MOWN BELOW A HEIGHT OF 15- 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A SYSTEMS SHALL BE MET. CIO N WITHIN THE VDOT RIGHT-0E-WAY MAY BE REQUIRED TO OBTAIN THE LOSS. CRIMPING, PUNCH ROLLER-TYPE ROLLERS, OR TRACK AND THE OUTLET SHOULD BE CHECKED FOR CLOGGING. MANNER E NER THAT H T WILL EXILLSNELM MINIMIZE RNEROSION. ONE YEARSLOPES OF PERMANENT ARENOUND TO Rw°LEVELOOPPED <= I.F.• (OPRE-DEV. • RVPRE-DEV.)/ 40 Z HERMIT. WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THEQ Q•' -�1 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN VSMP SOIL ON SLOPES IF STRAW IS TO BE USED. 10. THE OAR SECTION SHALL BE KEPT FREE OF SAPLINGS OR STABILIZATION SHALL BE PROVIDED WITH ADOMONAL SLOPE UNDER NO CONDTON SHALL QOEVELOPED > 0 PRE-OEV. p ' PERMITS,AS REQUIRED BY THE STATE DEPARTMENT OF TREES.(REFER TO THE ADDITIONAL MAINTENANCE SPECIFICATIONS) STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.THERE NOR SHALL°DEVELOPED BE REQUIRED TO BE LESS THAN O MITI G ENVIRONMENTAL QUALITY(DEO). 6. DUST CONTROL (.I.T91- DUST CONTROL METHODS MUST BE USED ARE NO PROPOSED CUT OR FILL SLOPES. HOWEVER.THE THAT 33 OU s 4. CONTRACTOR SHALL OBTAIN LAND DISTURBANCE PERMIT FROM THE TO REDUCE THE AMOUNT OF AIRBORNE OUST DURING ALL PHASES 11. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT CONTRACTOR IS TO RESTORE THE PROJECT AREA TO EXISTING °FOREST• RVPRE-DEVJ/RVDEVELOPED V QZ J COUNTY OF AIBEMARLE PRIOR TO BEGINNING CONSTRUCTION. OF CONSTRUCTOR WHERE SOIL IS EXPOSEDF OR DISTURBED. A GOOD STAND IS MAINTAINED. AREAS SHOULD BE IIUZED AND GRADE IF THE AREAS WITH NATURALLY STEEP SLOPES ARE FOUND OR IN ACCORDANCE WITH ANOTHER METHODOLOGY THAT IS JJ 5. A PRE-CONSTRUCTION MEETING WITH THE ENGINEER,THE CERTIFIED RE-SEEDED AS NEEDED. IN THE EVENT THAT THE APPUED SEEDING TO BE ERODING EXCESSIVELY AFTER ONE YEAR. CONTRACTOR IS TO DEMONSTRATED BY THE VSMP AUTHORITY TO ACHIEVE o ¢0 a LAND DISTURBER, AND THE ENVIRONMENTAL INSPECTOR MAY ALSO BE MANAGEMENT STRATEGIES FAILS TO TAKE HOLD, BLANKET MATING SHALL BE PLACED IN PROVIDE ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE EQUIVALENT RESULTS AND IS APPROVED BY RE BOARD. Q .1 REQUIRED. ALLOW 72 HOURS FOR COORDINATION AND SCHEDULING 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS APPROPRIATE AREAS DEEMED NECESSARY BY THE ENGINEER OR PROBLEM IS CORRECTED. (2) "NATURAL STORMWATERNCONVEYANCE STAIN THE (1( OF PRE-CONSTRUCTION MEETING. CAN BEGIN AND END AS QUICKLY AS POSSIBLE. EROSION CONTROL INSPECTOR. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR ALL MAIN CHANNELATURA OF A NATURAL C NVEEAK AND THE FLOOD-PRONE MEANS THEE 6. AREA OF FOREST/OPEN SPACE SHALL BE DEMARCATED SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR AREA ADJACENT THE AWN CHANNEL OR, QID q JZ (FENCED-OFF) PRIOR TO ANY LAND DISTURBING ACRVHES. 2. THE CONSTRUCTION ENTRANCE AND PERIMETER EROSION CONTROL SEQUENCE OF CONSTRUCTION PERMANENT CHANNEL FLUME OR SLOPE DRAIN STRUCTUREMAKIMIZE (3) RESTORED TOOTHE TILER CONVEYANCE SEST0.1 MEANS A Q G� MEASURES SUCH AS TREE PROTECTION AND SILT FENCE SHALL BE 1. AFTER OBTAINING ALL REQUIRED PERMITS THE CONTRACTOR SHALL SHEETIIOW AND GROUNDWATER INFlLIPATION STORMY/ATER CONVEYANCE DETER THAT HAS BEEN DESIGNED 0 ZO V PROJECT DESCRIPTION INSTALLED AS THE FIRST STEP OF DISTURBANCE. COORDINATE A PRE-CONSTRUCTION MEETING.ALLOWING 72 HOURS 9. `WHENEVER WATER SEEPS FROM A SLOPE FACE.ADEQUATE DRAINAGE SANDTO CONSTRUCTED USING NATURAL CHANNEL DESIGN F^ryy�l 0 THIS PROJECT PROPOSES TO BUILD A 2.5 ACRE LEVEL PAD FOR FOR ITS COORDINATION. OR OTHER PROTECTION SHALL BE PRCVIDED.CONTRACTOR TO NOTIFY O 3. SEDIMENT TRAP MEASURE SHALL BE INSTALLED WITH PERIMETER SILT ENGINEER AND COUNTY EROSION CONTROL INSPECTOR. CONCEPTS. RESTORED STORMWATER CONVEYANCE SYSTEMSTO __VVyy�� AGRICULTURAL USE ADJACENT TO AN UNIMPROVED PATH THAT RUNS WEST FENCE PRIOR TO ANY GRADING AND SHALL BE SEEDED AND 2. INSTALL CONSTRUCTION ENTRANCE OFF OF FREE UNION ROAD. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING INCLUDE THE MAIN CHANNEL AND THE FLOOD-PRONE AREA Ft 0� at WILL EAST ON THE SOUTH SIDE OF THE EON.THE N CONSTRUCTION OF OF THE PAD CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN ] 0 ` NICONSIST OF GRADING OPERATIONS AREAON NORTH OF THE MULCHED IMMEDIATELY FOLLOWING INSTALLATION. ADJACENT TO DIE MAN SHALL BL. AND S UNIMPROVED PATH TO CREATE A S IFST AGRICULTURAL USE 21. SHOULDEE THE NOT CONSTRUCTION ENTRANCEPERL OFF OF WATER IL ERE OR ENTER THE ISECONVEYANCE TO R WITHOUT FIRST (A)THE DEVELOPMENT STORM SNAIL N FF.CONSISTENT.TH, IN COMBINATION O LL WITH OTHER STORMWATER RUNOFG,WITH THE DESIGN � W • AND STORAGE.THIS PROJECT PROPOSES TO DISTURB A TOTAL OF 3,86 4. THE SEDIMENT TRAP SWELL BE CHECKEDOFFPRODUCING FOR NGI STO FACE UNION ROAD NOT E NFN CK ONY OR ARI STORM SR ERHINLETS TROPTED PO REMOVE SEDIMEM.THERE PARAMETERS OF THE RESTORED STORMWAIER CONVEYANCE y LLZ ACRES. SCOUMULATHO AFTER EVERY RUNHEN TTSTORM EVENT. ROADWAY, AD AY, NIAT OF SOIL FOUNDRUTRACKEDNONTO THE PUBLIC ARE NO NEWLY SEWER INLETS PROPOSED. iN SEDIMENT SHOULD BE REMOVED WHEN ET REACHES(ELEVONE-HALF OF THENTANKRY, PAVED (2)CONSTRUCTION H WATER 11. BEFORE PIP NEWLY CONSTRUCTED HAL DE CONVEYANCE CHANNELS DESIGN THAT IS FUNCTIONING IN ACCORDANCE WITH THE •a 18 O> NE CURRENTDESIGNTHEWETTANKERTRUCKWITHWASHERSANDADEQUATEANT GENTLE OF THIS LOT SLOPING OF THAT APPROXIMATELY fit SETTLING AREA MAY BE REQUIRED BYTHE EROSION AND AND ANYINSTALLED REQUIRED TEMPORARY ON PERMANENT CHANNEL AND (B)THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED Z Q� e2 ACRES OF V 2.35 ACR O>REPLY LAND THAT GENERALLY 5. TEMPORARY SEEDINGI OR OTHER STABILIZATIONELY METHODS, SUCH AS SEDIMENT CONTROL PROGRAM ADMINISTRATOR, SHALL BE INSTALLED EN BOTH THE CONVEYANCE CHANNEL AND STORMWATER.,IES FLOW TO NATURALSE (B)(1)(8). CONVEYANCE DRAINS TO A H. ACRE POND WITHIN THE PROPERTY WHICH OUTFLOWS GRAD AGGREGATE WILL FOLLOW IMMEDIATELY AFTER REACHING FINAL RECEIVING GRAN PEES PRO ARE NO STORMWATER CONVEYANCE Dr..lEMS SHALL BE MET.SEE 19(B)(t)(B). Ri Q Q 6YW1 WEST THROUGH AN EXISTING CREEK. GRADES. 3. CLEARING AND GRUINSTALL SHALL FIRST BE LIMITED TOITHAT TER 12 CHANNELS RIN A LIVE WATERCOURSE URSE IS PERFORMED, PRECAUTIONS NECESSARYO . TOL SILT FENCE AND THBE MADE SHALL BE TAKEN TO ENCROACHMENT. Z _ O EACESI AREAS 6. ALL SEEDED P EIS WILL BE CHEARE REGULARLYB TO ENSURE T ND PRIOR TO ALL PE LOPEER CND TROLSDISTUR MUST BE MADE FUNCTIONALLACE. TRAA SPORT AND STABILIZE MINIMIZE WORAREi TO THE GREATEST SEDIMENT O W •THE AGRIDENTUL LOT IS BOUND BY ANTED TT THE WEST A A GOOD EDSTAND S EY T AREAS SHOULD BE FERTILIZED AND PRIOR TO ANY UPSLOPE LAND DISTURBANCE THAT TAKES PLACE. EXTENT PASSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL W - 601(FREE UNION LAND AND IS FRONTED TO THE WEST BY STATE ROUTE RE-SEEDED AS NEEDED TO ESTABLISH GROWTH. 3.1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND 601 (FREE UNION ROAD). T. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE THE ACTIVE GRADING OPERATIONS COFFERDAMS. EARTHEN ALL MAY BE USED FOR THESE STRUCTURES INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT IF ARMORED BY NON-ERODIBLE COVER MATERWIS.CONTRACTOR ANY DM AREASSHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY STREAM CROSSING ANY OR PREAD GENERATED AS PART N THIS PROJECT SHALL BE CONTROL PRACTICES. 4. PRIOR TO RDINIONAL CLEARING.AND REQUIRED,THEECONTRACTOR REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. REV SLBE COORDINATE INSPECTIONS.AS REQUIRED BY THE COUNTY OF STORED OR SPREAD WITHIN THE APPROVED LAND DISTURBANCE AREA OR 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION IMONS 8. DURING EE GRADING . ONS. MAINTAINTR PS DIVERSION DITCHES ALBEMARLE IN AN AREA APPROVED BY THE COUNTY OF ALBEMPRLE COMMUNITY TO THE SEDIMENT TRAP. THE TRUCTIOT TRAP SHALL REMAIN VEHICLESPO MORE THANA TWICE IN ANY SIX-MONTH PERIOD.0 A SOILS DEVELOPMENT DEPARTMENT. FUNCTIONAL THROUGHOUT CONSTRUCTION. 5. CLEAR AND GRUB THE REMAINDER OF PROJECT AREA NON-RARYODE VEHICULAR STREAMHL BE PROVIDE/CONTRACTOR OF SOLD NON-ERODIBLE VESCH CHAPTER 3 BE PROVDSTREAM OSSI SHALL EROSION &SEDIMENT CONTROL LEGEND AFTER BEING NOTIFIED BY THE EROSION AND SEDIMENT CONTROL 5.1. THE LAND DISTURBANCE SHALL BE RESTRICTED TO THE LIMITS FOLLOW THE VESCH 325 1TRLItt STREAM CROSSING HYHYpSHE EDAM - 7 TO 15 P MODERATELY RI npFs ADMINISTRATOR,THE TEMPORARY EROSION AND SEDIMENT CONTROLS OF DISTURBANCE SHOWN IN THE APPROVED EROSION CONTROL REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. EXCESSIVELYCESSIVE SOIL GROUP B. DEEP, SLOPINGOAND SOMEWHAT 14. ALL APPLICABLE FEDERAL, STATE ANO LOCAL REQUIREMENTS SOIL DRAINED.OF LOAM. O M.AT SANDY LOAM LAYER SUBSTRATUM.MODERATE CAN BE CLEANED D OR REMOVED,AND THE SEDIMENT TRAP CAN BE PLANS. TO3.02 CONSTRUCTION ENTRANCE SOIL LAYERS CONSIST LP IT . PERMEABILITY RUFF IS 'FILLED IN AND SEEDED FOR SITE STABNZATION. PERTAINING ET WORKING IN OR SHALL G LIVE WATERCOURSES ALL APH WHILE AVAILABLE WATER CAPACITY IS LOl'!.SURFACE RUNOFF IS LOW. 5.2. THESE UNITS ARE CONFINED TO THE PROPERTY BOUNDARIES FEDERAL BE STATET ND LOCAL SHALL FOLLOW FOLLOW ALL APPLICABLE HAZARD OF EROSION IS MODERATE. PERMANENT DISTURBED SHOWN HEREON THIS PLAN. INTERMITTENT STREAM CROSSINGS.UIREMENIS FOR THE MO CRS 3=3 CRS STABBIILIZATION ROAD ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED HYDRO "III LO TO T P ORES STRAW B SEED IMMEDIATELY FOLLOWING FINISHED GRADE. SEEDING 6. STOCKPILE TOPSOIL WITHIN AN AREA ON THE PROPERTY OR A IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS R SOIL B. DEEP. GENTLY SLOPING AND WELL DRAINED. SHALL BE DONE WITH KFNIN 3. 31 TALL FESCUE IN ACCORDANCE TO LOCATION APPROVED BY FENCE COUNTY COMMUNITYETERCOMPLEIED.CONIRACTOR SHALL FOLLOW THE VESCH CHAPTER 325 LID X X X SILT FENCE STARTING AT SURFACE LAYER TO SUBSTRATUM. SOIL LAYERS CONSIST OF STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING, OF THE DEVELOPMENT. INSTALL SILT FENCE AT THE PERIMETER OF UTILITY STREAM CROSSING REQUIREMENTS'FOR THE TWO SF LOAM CLAY,SANDY-CLAY LOAM MID FINE SANDY LOAM. PERMEABILITY IS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ANY FERTILIZER SIOCKPILE(S)AS NECESSARY. INTERMITTENT STREAM CROSSINGS. MODERATE WHILEHAZAVAILABLE WATER CAPACITY IS HIGH. SURFACE RUNOFF AND LAME APPLICATIONS SHALL E IN ACCORDANCE ith SOIL TEST TB. µ NDERGROUND EJT DUNES DSIN ADD ON TO OTHER ACCORDANCE O IS MEDIUM. HAZARD OF EROSION IS SLIGHT. RESULTS. ALL SEEDED AREAS WILL BE STRAW MULCHED TO PROTECT T. DENUDED AREAS SHALL DRAIN TO AN APPROVED EROSION CONTROL THE DV 312 DIVERSION AGAINST RILL EROSION AND. PRESERVE SOIL MOISTURE THAT WILL MEASURE AT ALL TIMES DURING CONSTRUCTION. 35DROLOESVILLE LOAM 7 8T 15 PFRO.FNT TILWFC ENHANCE SEED GERMINATION. CRIMPING, PUNCH ROLLER-TYPE ROVERS, A. NORMORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT �� HYDROLOGIC 501E GROUP B. DEEP. MODERATELY SLOPING AND wER OR TRACK WALKING MAY BE USED TO INCORPORATE STRAY! MULCH INTO 8. IL EDE OR TEMPORARY SOIL STABILIZATION SHALL BE APPUEDONE TIME. ST 3.13 ST SEDIMENT TRAP Mardi 5.EON (! .i DRAINED. STARTING AT SURFACE LAYER TO SUBSTRATUM. SOIL LAYERS THE SOIL ON SLOPES IF STRAW IS TO BE USED. TO ALL DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 6 B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF A. REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL CONSISTPE OF LOAM CLAY, SANDY-CLAY LOAM EROSIONAND FINE SANDY LOAM. EROSION CONTROL MAINTENANCE STAI➢SZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED WENCHES.SURFACE S MODERATE WHILE AVAILABLE WATER CAPACITY SLIGHT.6 HIGH. 1. IN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN C. EFFLUENT FROM DEIVATERING OPERATIONS SHALL BE FILTERED OR TS all TEMPORARY SEEDING SCALE SURFACE RUNOFF IS MEDIUM. HAZARD OF IS PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BE CHECKED DAILY AND AFTERCHEACH SIGNIFICANT RAINFALL.THE DORMANT FOR LONGER THAN 30 DAYS. BEPERMANENT STABILIZATIONCRMBOTH.AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY 140-CNFCIFR DAM 15 TO 25 PERCENT MOPES FOLLOWING ITEMS WILL BE CHECKED IN PAFRBCULAR SHALL BE APPUED TO AREAS THAT ARE TO BE LEFT DORMANT FOR AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. { N/A MORE THAN ONE YEAR. PS 3.32 GID PERMANENT SEEDING HYDROLOGICA S GROUP LAYER E. DEEP, STEEP UM. SOIL AND RSLL DRONED. 2 THE CONSTRUCTION ENTRANCE SHALL BE CHECKED DRILY FOR SOIL D. MATERIAL USED FOR BACKFlLLNG RENCHES SHALL BE PROPERLY LTAR,ING Y. SURFACE ,AND BEDROCK.ROCK PERMEABILITYABRS CONSIST OF COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE BUILDUP. IF THE TRANSPORTATION ENTRANCE BECOMES CLOGGED WITH SOIL AND FAILS 9. LIME FERTILIZE AND APPLY TEMPORARY OR PERMANENT L RINS TO LOAM,GUY, SANDY CLAY LOAM, ODERATS IS STABILIZATION. TO PREVENTONALTHE.RMFPORTATON OF SOIL ONTO THE ROADWAY, ALL DENUDED AREAS IMMEDIATELY AFTER ACHIEVING FINAL GRADES. 339 DUST CONTROL CONTOUR PlIHEYAL MODERATE WHILE AVAILABLE WATER CAPACITY IS MODERATE SURFACE ADDITIONAL UIR STONE, REPLACEMENT OF STONE. OR A WASH-RACK MAY E. RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH DC1 RUNOFF IS MEDIUM.HAZARD OF EROSION IS MODERATE. BE REQUIRED. 1D. ALL TA PERMANENT H SLOPES STEEPER THAN 3:1 SHALL ER THAN THIS CHAPTER.ALEWA STABILIZATION WILLN WITH LANDSCAPINGIREMOWING. VEGETATION HARDIER THAN GRASS, F. W'PLICONTE SAFETY ADHERE TO SHALL BE COMPLIED O 3. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL WHICH WILL NOT REQUIRE MOWING. WRH.CONOWATOR TO ADHERE TO THE APPLICABLE STANDARD FOR ERODED AND AT LEAST DAILY DURING PROLONGED RAINFALL CLOSE PRIVATE AND PUBLIC UTILITY INSTALLATION. DEEP, MODERATELYSUBSTRATUM. UM. SOIL AND WELL DRAINED.OF STARTINGLAYLOAM. CLAY AND 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED LAYER CLAYO Y PERMEABILITYE, LAYERS CONSIST CLAY CLAY WATER ATTENTION FROM ENDBE PAID TO AND REPAIR OF DAMAGED SILT FENCE 11. AFTER COMPLETELY CONSTRUCTION IS COMPLETED AND THE SITE IS OR PUBUC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE RESULTING FROM RUNS OSEEORUO.SHOULD THE EROSION CO TROL NED.INSPECTOR FO THE TO BE OBTAINED OSILT FROM THE SANDY LOAM. IS MODERATE WHILE AVM MR F FABRICRIORON A SILT FENCEI DECOMPOSE USABLEOR BECOME INND THEE EROSION CONTROL PO FOR THE ION CONTROLOL OF MEASURES. SUACE OF SEDIMENT BY VEHICULAR TRACKING O ONTO THE PAVED CAPACITY IS HIGH. HAZARD OF EROSION IS SLIGHT. SURFACE.WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PRIOR TO THE END OF THA Y.THE FABRIC SHALL LIFE REPLACED AND OTHER REMAINING TEMPORARY EROSION MEASURES. PUBLIC ROAD SURFACE,THE ROAD SURFACE SHALL BE CLEANED BARRIER STILL BE NECESSARY.THE BE W JB - TO SUBSTRATUM, CK LOAM (29.TO AI DO PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS THOROUGHLY FROM AT THE END OF EACH DAY. SEDIMENT SHALLNGAND DEEP, TO SUBS SLOPES WHILE DRAINED SOILS.OF O AT SURFACE STORM EVENT.THEY MUST BE REMOVED WHEN DEPOSITS REACH 1. PERMANENT OR TEMPORARY SOIL STABISZATION SHALL BE APPLIED REMOVED THE ROADS BY SHOVELING OR SWEEPING AND LAYER TO SUBSTRATUM,SOIL LAYERS CONSIST OF LOAM AND CLAY. TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.ANY TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS F O PERMEABILITY IS HIGH AVAILABLE WATER CAPACITY IS HIGH. HAZARD SEDIMENT DEPOSITS REMAINING IN PLACE MIER'THE SILT FENCE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL WASHING SHALL BE ALLOWED ONLY PEl0.t SEDIMENT IS REMOVED IN reel.: q OF EROSION IS SLIGHT. NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE STABILIZATION SHALL BE APPUED LIGIN E BUT DAYS TO DENUDED THIS MANNER.THIS PROVISION SHALL APPLY TO AND STUAL EKISIING GRADE, PREPARED,AND SEEDED. AREAS TUT MAY NOT BE AT FINAL GRADE BUT WILL RERAN DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING T CRMCAL AREAS DORMAM FOR LONGER TUN 14 RATS. PERMWFM STORM ATION ROADMES.CO PASTOR SHALL MAKE PROVISIONS TO KEEP AOMCEM CC CC NO CRITICAL AREAS FASTS WITHIN THE PROPOSED DEVELOPMENT. 4, DIVERSION DIKES SHALL BE INSPECTED MILK EVERY STORM AND Mmar!ORE BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR ROADS CLEAN FROM SOIL BUILD-UP. Q Zra I_ REPAIRS MADE TO THE DIKE, FLOW CHANNEL OUTLET, OR SEDIMENT MORE THAN ONE YEAR. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL L p STRUCTURAL PRACTICES TRAPPING FACILITY AS NECESSARY. ONCE EVERY TWO WEEKS, CONTRACTOR SHALL ESTABLISH A STABILIZED SITE,AND NOT ALLOW ANY BE REMOVED WITHIN 30 DAYS MICR FINAL SITE STABILIZATION OR Z N J C 1. CONSTRUCTION RARE CONSTRUCTION ENTRANCE (302) -A TEMPORARY WHETHER A STORM EVENT HAS OCCURRED OR NOT.THE MEASURE SEDIMENT TO EXIT THE PROJECT UNITS. AMEN THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT SITE ENTRANCE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES 2. DURING CONSTRUCTION OF THE PROJECT. SOIL STOCKPILES AND OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY.TRAPPED OO S OFF OF FREE UNION ROAD, CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE 0 A REPAIRED BEFORE THE END OF EACH WORKING DAY. TRAPPING MEASURES.THE APPLICANT IS RESPONSIBLE FOR THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY �••�1•_I- 2. ROAD STAB-SITE N (303) -ACCESS ROADS, PARKING AREAS,AND TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STABILIZED TO PREVENT FURTHER EROSION AND F ud r Z G OTHER ON-SITE VEHICLE TRANSPORTATION ROUTES SHALL BESEDIMETEATION.CONTRACTOR SHALL STABILIZE SITE.AND OBTAIN STABILIZED WITH STONE IMMEDIATELY AFTER GRADING. 5. STORMWATER.1. LINED CHANNELSAGE CHANNELS (WHERE A!TEAL ESTABLISHMENT.SA STOCKPILES ON SITE AS WELL O BORROW AREAS AND SOIL INSPECTOR APPROVAL PRIOR TO REMOVING EC MEASURES, UPON Z /^� D 5.1. GRASS -SHOULD DURING THE INITIAL MEDEYINTENTIONALLY OTECT STOCKPILE EKI FROM THE WITHHJECT FEN. APPROVAL.OF THE ENVIRONMENTAL INSPECTOR, INSTALL INFILTRATION 0 W CI-o 9 3, NIT FENCE HARRIER (105,- SILT FENCE BARRIERS WILL BE GRASS -EST CHANNELS IF BE AFTEREPAR GIRASS 3,C PER TO PROTECT VEGETATIVE V AREASL SILT FENCE AREAS AND CONNECT ROOF DRAINS. gay INSTALLED TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON AND RE-ESTABLISHED NEC ,EANNELSSARYSHOULDU CBESC ECK }, A DENUDEDUD ARE VEGETAT TH WISE SHALL BE ESTABLISHED STABILIZED. 19. PROPERTIES R�TIESLL BE PROTECTED FROM SEDIMENTFROM DEVELOPMENT OLOPMENTION 0 W a Z y§BECOME ESTABLISHED.O THE CHANNEL GRASS WITHSTANDING HSECF2D MNE TRVES NOT VEGETATION SHALL N T BEACONTID REDE RE EROSON PNO SE0IMEM CDNROL PEW. F vaoD TO WITHOU D IFM THE FRTHE H NNET PERMANENT GROUND SHALL NOT BE CONSIDERED UNIFORM, EM, MATU ED AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW VEIAGHOI WITHOUT DONE DAMAGE. IF THE CHANNEL WILL TO BE UNTIL A SURVIVE COVER IS ACHIEVED THAT I UNIFORM, MATURE FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY Q E L O MOWED, THE E GRASS.BE IN A MANNER THAT IT NOT ENOUGH H LESTABLISH AND WILL ETATTV EROSION. STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE ii VEGETATING PRACTICES DAMAGE CHANNELSCOMPACTOR SHALL A VECETAl1VE LINER ON All.DENUDED FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND Q 1. SURFACE ROUGHENING BE AIRS -ALL GRADED AREAS GROOVED A GRADE STEEPER 5.2 BE CHECKED - ENSURE LINED CHANNELS SHOULD AREAS. RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN THAN 3:1 SHALL BE SIPJR-STEP GRADED OR GROOVED (PLATE BE CHECKED PERIODICALLY TO THE SCOUR IS NOT 4. SEDIMENT BASINS AND TAMS. PERIMETER DIKES.SEDIMENT BARRIERS CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT O CO W 3.29-4)TO AID IN GRASS ESTABLISHMENT, INCREASE INFILTRATION, OCCURRING BENEATH FABRIC UNDERLINING OF THE RIPRAP AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE FROM ANY ROW RATE CPPACIIY AND VELOCITY REQUIREMENTS FOR I CO MID TO SLOW RUNOFF VELOCITIES. LAYER.THE E SHOULD ALSO BE CHECKED TO CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING AC1IVTIl' NATURAL OR MAN-MADE CHANNELS::IS PROJECT DOES NOT INCLUDE W CO DETERMINE THE STONES ARE NOT DISLODGED BY LARGE AND SHALL BE MADE LACE, AL BEFORE UPSLOPE LAND ANY ADDITIONAL IMPERVIOUS SURFACES AND THE PROJECT AREA WILL 2 TJPSOWNG&STOCK%LING (3.301 -TOPSOIL WILL BE STRIPPED FLOWS. DISTURBANCE TAKES PLACE BE RESTORED TO TIS EXISTING CONIDTIONS.THERERIRE WILL NOT FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE 5.3. IF SEDIMENT IS DEPOSITED IN A GRASS-LINED CHANNEL, IT CONTRACTOR SHALL ESTABLISH THE PERIMETER CONTROLS OF SUPER SILT PRODUCE ANY ADDITIONAL STORMIER RUNOFF. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION OR SHOULD BE REMOVED PROMPTLY TO PREVENT DAMAGE TO THE FENCE AS THE FIRST STEP OF THE LANDS DISTURBANCE FOR THIS A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE TO HAVE SILT FENCE INSTALLED ALONG THE LOWER PERMLIER TO GRASS. SEDIMENT DEPOSITED IN A RIPRAP CHANNEL SHOULD BE PROJECT. SHALL BE DISCHARGED DIRECTLY INTO PN ADEQUATE NATURAL OR PROTECT DOWNSTREAM AREAS. REMOVED WHEN IT REDUCES THE CAPACITY OF THE CHANNEL. 5. STRUCTUTION MEASURES SHALL BE APPLIED DI TO EARTHEN MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER DTDII:M. FOR STRUCTURES SUCH AS DAVIS, DIKES AND DIVERS9NS IMMEDIATELY( THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE KutB Or " 3. TEMPORARY SEEDING YT.311 -AREAS NOT BROUGHT TO FINAL 6. CHECK DAMS (WHERE APPLICABLE):SHALL BE CHECKED FOR AFTER INSTALLATION. DTSILM, DOWNSTREAM STABILITY ANALYSES AT THE OLOFALL OF THE {4'6 AAA I GRADE FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE SEDIMENT ACCUMULATION AFTER EVERY RUNOFF PRODUCING STORM CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AFTER EACHOR0 FILE NUMBQB STABILIZED WITH A TEMPORARY SEED ACCEPTABLE FOR THAT GEM. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES RAINFALL EVENT. PIPE UA PIPE ALLICM NNELS BE PERFORMED. J° Y TIME OF YEAR. CRIMPING, PUNCH ROLLER-TYPE ROLLERS, OR TRACK ONE-HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND B. ADEQUACY CF ALL CHANNELS OND RIPE SHALL IN VERIFIED USGE o^ c) /J J , WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE INSPECTIONS SHALL BE MADE TO INSURE THE CENTER OF EACH DAM CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE THE VSMP CHANNEL ONEEEOF THREE TYPES SOF CA E DISCHARGES I // 19.T1320 SOIL ON SLOPES IF STRAW IS TO BE USED. IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS SERVED BY THE TRAP OR BASIN. ARE CLASSIFIED INTO OF OF CHANNEL AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED THERE ARE NO SEDNENT TRAPS DR BASINS PROPOSED. (I) MANMADE E ER CONVEYANCE>L>I[M MEANS A rPYNyENNo09gmt 4. PERMANENT SEEDING (AREA-AREAS BROUGHT TO FINAL GRADE OR IMMEDIATELY. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 PIPE, DITCH,VEGETATED SWALE, OR OTHER STORMWATER THOSE CONSTRUCTION AREAS THAT WILL REMAIN DORMANT FOR YEAR CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL CONVEYANCE SYSTEM CONSTRUCTED BY MAN EXCEPT FOR '°u•EAA 0 OR MORE SHALL BE STABILIZED WITH A PERMANENT SEED MIXTURE T. THE RE HEN EMBANKMENTS SHALL BE CHECKED REGULARLY TO ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. RESTORED ANMADESTORMWATER CONVEYANCE EYALMS OR, KAL RAP`7 FIN ACCEPTABLE TO THAT TIME OF YEAR. PREPARE SURFACE WITH ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF (A)THE MANMADE STORMY/ATER CONVEYANCE SYSTEM SHALL SHEET TREATMENT AND ADDITIVES PRIOR TO APPLYING SEED. DAMAGED Ell EROSION OR CONSTRUCTION EQUIPMENT. FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE CONVEY THE POST-DEVELOPMENT PEAK FLOW RATE FROM \ ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN.THE MINIMUM THE TWO-YEAR EVENT WITHOUT CAUSING EROSION OF THE Ill 8. THE STORMWATER MANAGEMENT FACILITIES SHOULD BE CHECKED STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC SYSTEM DETENTION OF THE STORMWATER OR DOWNSTREAM 2 8OF9 ,/- 7u .40.1 FREE UNION ROAD _zob 0 SITE DATA �;o s TMP 17-021 a (' a Z am, S STO R M WAT E R 42 I_ OWNER'DEVELOPER: BAILEY,FME.ISSA NON NN J Z 4839 FREE:.NION ROAD V FRLE UNION ROAD POLLUTION PREVENTION P LAN PROPERTY ADDRESS' 484±FREE UNION R04D ,REE UNION VA.22940 9 0 2 Q PLAN PREPARER. ROUDABUSH GALE&ASSOCIATES {V 914 MONTICELLO ROAD CD rl 0 CHARLOTTESV7LLE.VA.22902 �, 7� (4?4}37/-02D5 - �1J-IRIy _ t3no7 ,�•J �p 2LL 17 ' ` SHEET INDEX ►4 fAX MAP PARCEL No: C7?OC-JD-OC�2'80 i'`sn ,. IT•77f _ • \ .w �Z r LOT AREA: 653'AC. 4t,lM ' J �- '-.r C,)( O, 663 IT-1i4 t� • 6 ' ZONING- RURAL AREAS LNSTR/CTrRa) 7.t - 't�i �.{�{.�r- 17.1AD SHEET 1 COVER SHEET W aW USE. RESIDENTIAL SINGLE FAMILY t F+^ f {•74012 * ? Y ito / i7,pr� 177YG► SHEET 2 POLLUTION PREVENTION PLAN ( mm BUILDING HEIGHT.: MAXIMUM STRUCTURE HEIGHT IS 35 FEET • t742A Z SETBACKS FRONT SIDE REAR �'�- t7�' SHEET 3 POLLUTION PREVENTION PLAN NOTES & DETAILS O W I 75' 25' 35 _' Ei �'-' , iici 161,17 11�� _ ii� Fii MAGISTERIAL DISTRICT V/HITE HALL *44 9 - DRAINAGE DISTRICT: SOUTH FORK RIVANNA RI'/ER RESEVOIR IP� REVISSOM BOUNDARY: DB.1938PG.187ALBERMARLE COUNTY'GIS SITE TOPOGRAPHY ALBERM4RLE COUNTY GIS KNt CRITICAL SLOPES: C SLOPES EX/Si ON iH.'S SITE&ARE LOCATEDAilltiOlia :111111111111:111 lil ASS SHOWN FLOODPOUN. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE FLOODPLA/N 1p b- THE STREAM BUFFER(S)SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WlTM THE " V ��: .4LBEMARLE COUNTY WATER PROTECTION ORDINANCE. tilig 21-3gA TM 28 tir. t THIS SITE/S LOCATED WITHIN THE WATERSHED OFA PUBLIC WATER SUPPLY RESERVOIR 11✓ •G- IFli4 9 --t1 14! _ g:T?' 2L f 1 AP 2}4;.a 2f 171Fa DATE Marsh 5,2019 VICINITY MAP SCALE:1"=2000 FEET Q 0 a cr O ZN Z I =00 s COI lojo.6 oW2S o Le 0) a CI 2 CO co APPROVALS DATE ofi 1 NUMBER WUElt DEQMRI�r OF COMMUNITY DEVE1ae% (f 017, �:2:j > 19.0320 --1,- i RA'p( b Jimmy L. Taggart uc.w. EN .p , O 23641 � cr, e e3si6x At.fH6 / SHEET 1 OF 3 / \ A //! AA- j \\ \ shy', r \ / , \ \ sew \ N \ \ / �i - \ a� �., \\ I I�� \ ,'� i, ✓ - /'/ ) i � ) • \�j VI /� /�/ ' \ \ / ' � i i'iy -- r l� , r--::,-,-- -\\ > \\ \\__ --\ „.113 , i Ig \ \_, ig NNN ) ) 0 , `i \\ \ \ \ \ \\ c, 4m f / I _ J /77 „.„ - ,„,A / / / \ F a i I Ili I Kg,\ ii---- --„_---,N. , _,-221-_-- ___-___11 \ \ \ Y: ( I S3 — G //)// 1 il/,.._;i:\C-''-,:','\. ‘ Cz,-,i,-.-___*\ ,‘N`\, es i i '--- ) i /y' i li /// (\\ i ' , / V y.vv` ,/--) ) 1 \ \ \ t 0, C\ v 1/4' I \ t,® \\ -, N‘rt\ ,,\-,\{.. N\\\ \\\ \ \ c-____,- -.cci------:c/7././,-: 1 i I I i / / \ \\i'l 1 ,,7 ' . '-..-'-; ,.// i.''''',.<'2/i ci) /I ) .1 ‘ \ . _. / �� s � 11 ( � , l / l( 'I • MEN / _ il � .yv �:- � � I I F l -_ J Veil _,.\ �Ir v� v Dt4iiZ / ��� x•^� .i I 1 V ( C �. 1. / f�---v I 1 1' V, t tt 4 --it ao�m���. c A \, / � � u. � I I, 1 r li_ i• ' ,-!4i//it L— \ \\•\� \ \� \' ��. i `. . J ,..,„, --..,\:k 1 , , u -,,,-- \ 5, 1/ // (., ,,,:).5,...,....' 0 ,_—;,\ \ „ 1.-oc,\\ ,\\ \ \\\\\.1/4 ‘:,\\ \ .. - --,... "" • , ,:pi, ?) 511 /1( 1 5ir /L . ;-N_ eon v '\\' ��, vNy ` ,\ `'N.,f\� "!!_, �.__\._..s ue/: RI ` I I \\\ \ '—_ - pp �� 1ti\ '�"" 1-._�.146.E 5 ��` `N I � .7 ` 4 89�1 \ '��/ 111 II " ii2t b9R9r .. ,I $ I \ , r�� 688E �' -s �� 1 /©_ m �i sW, it I, / zw dll g6o 1 V / �, \-�--' �I POLLUTION PREVENTION PLAN s ROUDABUSH,GALE&ASSOCIATES,INC. 4839 FREE UNION ROAD r s ENGINEERS,SURVEYORS AND LAND PLANNERS pN yi � rn 333 yy T M g TMP 17-021 • N m r;= SERVINEO PROFESSIONAL CORPORATIONOL• A M =ii=iii 8 SWM POLLUTION PREVENTION PLAN 1 S - O14MON1ICELLOROAO•CHAPWflESVILLE,VIRGINIA22902 a 9 N anal,"wCOUNTY.VIRGINIA I F� PHONE 484.O77- 06-FAX 6942685220-EMAIL INFO®ROUOABUSH.COM 1I PURPOSE VEHICLE FUELING AND MAINTENANCE amw.ew DISCHARGES OF SOAPS,DETERGENTS,SOLVENTS,AND SWPPP UPDATES � Gm� WASH WATER FROM CONSTRUCTION ACTMT1ES SUCH AS p8. e Conduct regular maintenance n a dedicated area that a located to ro 05.Me _ CLEANUP Of STUCCO,PAINT,FORM RELEASE OILS,AND *me operators]sin r,:n=.Ie r=i'r:P=-•<ir, ... Q 8 r 4VAC50-60-54 of the Nrginia SI«mwater Ma Prevention t Program(VSMP) Panne distance from stone drain mm^s d.tcnes.wate•bcdres or wetlands lost nu,ass than a ea ash ,red V ev{V pI Regulations•equaes that Stormwate•Pollee.Prevention elan(SWPPP)be developed 501eet from those features /es •le-NMI CURING COMPOUNDS + A reedit Of dates when 1)moor grading cotM005 occur.2)construction arAvges Z Z S 1«all regelatedOs land OsNrWrg activities The SWPPP must nnutle.Oct not t IIRAetl RM.Viraa rot see / TM wva� V va r e raK temporen R - st♦)(71 to. a approved erosion and sedirtt«'1 control Pan, an approved stortrtvale If t,elwg is cordunec at a dadiwted area,Me b®tun moat oe roosted to vm y or permanently cease on a ooNon of the site,and 31 sabti2abm Z Q r maxima tee dstanee frafr storm dram Mete gitehes lenodtes or wetlands but 1;� ✓YVash.ng activities gess:hated'w 1h co^sl:a t on actvitice OMher Man veeid o and 'rewires are matted. b nagemerc plan.and dYs Potation Prevention Plan(PPP)la regulated land no less than Octe!from those features w u ment leasnin such es Inc u of stucco.pent.tomb release oils.and coon ✓ Documentation of rnedieceneos and mesons to the SWPPP, S Ut disturbing activities,and a dese iption of any additional control measures necessary to f-n=7=uii-n=n-T=il=n=_=11i' co'P 9.s 0 g I. address a TMDL as applicable. The dedicated area,must be deo..to encomia ire discharge or spirted and --n °- a-�-I-ii I �� �'✓xnpourds are to on conducted n a dedicated area. ✓ stlMlletb ave reached Intl stabltzaDan where no further SWPPP or inspedian a = + leaked foals and chemicals rpm,versa hieing erne nsrmenarce awtrvsres by tter.ti•y The dedicated area mast be located to maximize the distance from storm Main urr apply: <n 2 The plan for.rptemenhrg patlMon prevention measures during consteretion activities provdng secondary contenrnett tsprl berms.deers,spi cone mart aelate an ion I unto 4w Ors hats wins Met;,Itches,weter0odas or wetlands en no ass Par 50 feet from time features. e Al 0' 'st■e no loge-under doe regal uoretml of the operator and the eaten 0 Q Iff s developed oh Orion slicet react be nplemented and updated as necessary. Any clap apvnng once,where appropriate.and ne.ang soil etc reefMy evaiieE.et ■ > aretiens of lass ma,n 50 feet may ne approved the E.mnpnme'tal Its T w'miryh the d Ur.J had control over each O�O and a(� "¢p Y PP by penor Pena bagel legal petty: Z OOmmO� revs e " w ✓ Me date. vpwme and coaectivelerenertatwe adbts erplmmel■ed foe arty Z remenls riot included m Yes sheet must be incorporated Into e o SWPPP rewired ✓Esc^')ore l must Have aoapprrae sgnage to inform tees where:me dedicated o �� sec V The dedicated areas must be designed to prevent the discharge of soaps, yp O.Z requPT Hie preheated dlsgharge�at (/�Z 0 lay 4VAC50-6U54 that must be developed before lard disturbance commences. This erwp)are located —� a T. I rim ��� ]etergens.coheres.and wash water �rs O ae e. PPP identifies potential sources of Pentane bat may easonable be expected to affect ■ I 1 The cperatoes)spat update the SWPPP no later than sever,(7)oars folbwrg any of Me quality sarnmaler discharges ben the_owit be on site(both or and off-site - Shown on - ■� .rill 8, , Shown on ahevities)and describes control measures that will be used to minimize pollutants in Data Plan ,Location W OeUicaMdAno(a) k 1 Date Plan Locaton(st of DeWcated Areal's) the sivations destifed above Q ()1 i stornmater dscnages from the construct.site. Aopoved Sheetesst wirers mpdmda +■ Approved c&Kam_, Snaet pis) OPERATOR INSPECTIONS 4 f)) .4 Z OTHER REFERENCED PLANS a a eA^z ' .cad w.., .. .. Pen race ■ • • Plen Tne oderaforlsl elenttled Detour Snell provide for nSpeCEMOns of the Permmed lead- Q` REVISIONS TO LOCATIONS • O1 • MAPS ,w■ ■s REV!Slpt4S TO LOCATIONS I disturbing adlvitres by the queried personnel demified below 'he inspections will be O Z S SWPPP requirements may be frMMed by incorporating.by reference.oche'dad At I a. Shown on { wnOucOM(seed one the 101pVPlg OpiIo its( D R daps .ncorreated ey -aterence DecCm9 enforceable under me VSAP Parma 'Shown on I cfNCRFTF WASHOUT AREA CO ET N72E WASH])TRE AA Date I Pan '_ooaterasl of Dedicated Area(s) OpeotolerI Regu�atb-s and Serena, Pent! VARtO for Discharges Or St«mwste: fcm Date elan acaten of Dedicated A,ea(s) OPe-aors ROVE-GRADE CONTAINMENT AREA W/ STRAW BALES BELOW-r aTE CDNTAINMENT AAREA Street No etas L at least once every tom(4)Werrssdaye;or Construclun Attu des If a plan iaorpowed err reference]des a center,an d t,e Shen a sV In4as 'eWired a emeres d the ePP.f"e operate'mu!,kvelp>Me'erasing dements and I I / A+� C at.east once eve?fide(5)easiness days and no lacer Man 46 hours fawvang anY nh-as atrfe storm event. WO 7� include them in the SWPPP. +' .0+n�. • I .,-; ' .��+~!/ r•rw... Where areas as a stabilized oondtgn or runoff i5 unlikely due to ureter cnndtlms. IL z W Independent Piers ]ate j e. 0� lop Me InSOed on'req.nosy may be reduced to nos every 30 hays win le Mere tendtrore (/) Q$ income..try Reference I Approved • J^.e/ l�, 1 exst Otherwise. the warat est snal resume tee regular ,specter frequency Y Ill 'Stormweter Management Pens(Re eonal Or Master) I e If metre toeing we be used.the fuebng must be done n an area teat loeated to / at 2.1 �� - Krona..above Q p Y� Tp1� ✓Tile dedicated area roust be cover¢d le a plane aneeting.terpo.*roof etc;b () car n9penlons d Me xrmrt[ed landrfis[urD anise ty Id nut the distance from stop,dram seers,dickies,waterbodlea or but I r ,u,:ra�:ia;°r..c'�`..w The coaster s char ovide fa+ mg Z a d) Spit Prevention,Control.and Cwnmrrneweure Rare I maximize j ,,.,bra prevent cdntedwiM stormwater no leas Nun SO feet from those features ensure implementation and continued maintenance of all requirements ce the OR-Site Stockpile WA a Spin kits must be readily available at an mohlie being locators ✓Me contaminated wastewater from the dedicated area must be oolected for Stermwatar Pdietion Prevention Plan(Erosion and Sediment Control Plan,Seormrwater Q O Ui disposal by a waste hauler or discharged to the sanitary sewer Management Plan.Pollution Prevention Plan,TOOL pee eft'net Of I O W , err Off-Site Borrow Ares N/A a' Onsrte storage tanks mum have a means d secondary wttene rtsnt(spill Demo w ✓In situations where mesa pollutants are or could be generated at locates Other Man s} OeCks.spill Containment pallets,etc.)and mutt be covered ware appropriate. _^r- wrv.'w a w,ri'.n a+ ..w' at thedesignated area(e.. concrete pours,building washing,Na 1.ow9r(a Records of the required In _ 9 9 9• eq sp-sel are must be and to one era included In the SWPPP + All vanities on site must be monitored for leaks aria receive regular preventive °'ea` piste steseng,temporary root,ale)must be provided to'revere=mad even birder. The qualified persona encouraged to use the Operator Inspection farm ad maintenar,.to reduce the chance or leakage r c ten`ew.vm`rr,vo•a.a I Nor-water and tee contaffrrnawd wastewaer from:he eclhny cost be 0olected for provided in tee SWPPP binder to document tie tequirel Inspectees. If inspectors are dispcsal by a waste hauler or discharged tothe sanitary sewer :endectea once every five 151 ousiness days and 10 later Man IS tools hlbv4•g any I i II i•i I•1 I I I. I.1l 1 I grease:Taole stone event the location of the fain gauge peed to determine the amount DISCHARGE FROM STORAGE,HANDLING,AND DISPOSAL •• - or-anmustcenontletlrrrthohfts?ePanddocsmentedintheinspewionreport e POTENTIAL POLLUTANT SOURCES Of CONSTRUCTION PRODUCTS,MATERIALS,AND WASTE "°'• °° SILT FENDCF REVISIONS _ aaTE d OVNIELL SIDE DISCHARGES OF HAZARDOUS.TOXIC, ACKNOWLEDGEMENTS The following sources ofpotemtai polluterds must be addressed in Me Pollution ✓ WASH RACK O'PORTABLE Swrage of consmaun prom cis.aeleriwe and waste is to be condoned AND SANITARY WASTE Prevention Plan Venous controls cede.measures designed to prevent anal« delegated areas CETIIMENT CONTAINMENT AREA minimee pollutants in stormwner discharges horn the project see must be applied to the sources found on Me site. Additional information concerning the Meowing controls V.The dedicated area mull be boated to maximize the dretence from storm Bran V I certify order penalty of law that the qualified personnel identified below: and/or measures may be found n Me SWPPP. Deviations tarn the Iscatmn<mena Mete,dares,waterbetes Or wetlands tote m less than 58 feet from those features. storage add_iscssa azai-duu s too c aril sa-dary washes are ro he conducted in defecated areas a. has been designated by the Operator to conduit inspections of the bymay the Albemarle County Insoecto. Separa['iprs of than 50 reef may be approved try the Envtronrnental Inspect«. permitted see: De apprcwec rCDI ID WASTE all I riTjai CONTAINMENT AREA + ✓Tee dedicated areas must be caddied to maximize the distance from stone trap ✓The darY'r...areas roust be designed to mctltlr a the discharge d pnaulams from inlets,aitcnas.waterbodles or wetlands but no less Man 50 feet from those features. b re knowledgeable n the principles and practices of erosion and storage,handling and disposal of construction products materials and wastes LEAKS,SPILLS,AND OTHER RELEASES including(1)bulking products such as asphwt estmAle,copper flashing,rndep v TheSeparations dless ban SO feet may be approved by the eelran of hazardous, Irdous cr sediment control and asses aler management; mateme,adhesees.concrete adrraxt es:tie pestrides,herbicides,insecticides. I.The dedreWdarm,,ust be designed to prevent Me d&Marge of hazardous,toxic c. possesses the skits to assess coldtions at the Permitted site for the ✓ Tee o r lees spat ensue procedures are el Plate to prevent and res rid to all fertilizers,and landscape material.and till zrst,uctien and domestic wastes such a a e• e a e•e r -eerie 4 and sanitary waste by avoiding centred with predoaatlon Operator(s)that wind impact slonrrrwater quality and quantoy: leaks,spins and acne,mleases of pollutants as oadliemg meter an scrap construction melees.masonry products,timber, moire: '- ''.f_ mild e, STA ✓Erica facerty must have aporopmte manage to inform net where the;leek.t. dt will assess the etfectheness of any erosion and sediment control l the measures or stormerater mama m facilttes seeded to contra pee and elect.nCal eullrKy^,past.cs.Sttobam,concrete and other:Hash...erg %�. •ei�1�i_S:!-1_�. onme n.x<warm POtTADLE areas)are boated a gcolg ✓ The gparatorls)shag ensure all bales.soele and other sleazes err pplu[ele are muds. h e�1ecie e:e:e. T�ET sbrmwater discharges rfpyp the permtied site:and containedt and detect immediately upon discovery. Any xnmmin emit materials Snpwn on li�i :�;t LatabpMs)of Dedicated Area(sJ Mr sb age a.w aapxal or a. will conduct inspediars it accordance with the frequency anted aline ere to pie deposed.t accedence wth ftAeral ditto,entire-local•equireman[a V Each lathery mast have appoprae agnage to ream Isere vrmere Bee dedicated Date Plan atras(s)ate located. re i tses _ '+ •i :s. z< Sheet Rls) nazaraoua and tpvic wastes rn the OPERATOR INSPECTIONS semen Oi the sheet. I The operators)snail ensure spill containment krts containing appropriate materels ....ltaeteefeetett-elaeVeattestaeaereeteaaa.aeaa leg,absorbent material and pads,brooms,gloves,sand etcl are avarice*at �Owm On Locacorls)of Dedwtsd Armee)for storage of construction Approved appropriate locations,needing.but not limited to designated areas for vehicle and Date Plan Sheet Plan QUALIFIED PERSONNEL gna products and materials FUELING AREA DATE equpment maintenance;vMicle and otfe.eon tonglueiing.storage and disposal d f4s1 REVISIONS TO LOCATIONS Name(prim) cenatmction mawial products,and waste,and storage and dispose.or hazardous Approved BELOW-GRADE CONTAINMENT AREA snowman i March 6r 2019 and toxic materials,and sanitary waste faced._ Plan Locaoonts)of Oedlnetad Areas)for storage I Opastels, Phone -- bete Plan and disposal of 1azerdous and toxic wastes I Initials • The locahom et the spill contentment krts are dandled as described below REVISIONS TO LOCATIONS to I�mulcts Sleet Ns) / ` Shown on Locations)of Dedicated Aree(a)for storage l Operater(s, fret Additional infomle0on is located in Teb 6 of the SWPPP Hinder. SMILE Sham Si eone Date Plan SIIect of mrstrudon products and materials Meals Date ill Plan Sheet Location tee) Pe) sew VD nflD6 AREA Ap«ona As the Operator's)or Delegated AUMonty.IMe understand that prior to,eliding lane elan ti, disturbance ere potential sources. al oulant sours.approprate owl,'measures and all ' REVISIONS TO LOCATIONS re raw mvadm•h responsibleto .rak parties(operator.q1ed seceder,personnel, rn corad rewired ors.etc.)reired CONTOUR INTERVAL] 04 a WPM,matt wares as a condition of the General Constvdpn nowt(GCot and the Stormwater Pollution Shown on Opere!n-lsl `rnu Sfdxm Se Prevention clam;SWPpo)eruct pie identified I also undertand hoc informadon must ` . Date Plan Sheet Locator Imes - - i/rwssv& _ _ Date Plan LocetiOr(s)of Dedcated Aa■a(s)for portable toilets be updated as necessary throughout all phases of co structOn until Me GCP s Shown on Locedon(a)d Dedeaied Areal")for waste from \ l✓ l/ / < •..•++.• :..•. Sheet s terminated Date Pen Shoat T ^`• �'.;'iy�,(s':aa fit'a Approved aYs) <Onawd'mn products and trwtenas e "< s::t- Plan Furthermore. Into net■:e; Uwe centdy under penalty of law that Uwe have read and umdetstard all requirements of Approved day: '9 .'.•',:.vNei. - REVISIONS TO LOCATIONS Plan Se..- ease-e/.ye..'':`+{ the SWPPP(eresgn and sediment control plan,stormwater management plan,pollution / c:`%'?;r�ur:i'x\':`;t:.� Snows w prevention pan.TMOL provisions.administrative requirements,etc 1 and GCP and Mat Q REVISIONS TO LOCATIONS .J)_ • r s,?; Looten(si of ddeaead AreaDd for portable Operator., 'o;'••y :,.c,C., Odle Plan Me information herein s,to Me best d my knowledge and beta true,accurate.and JQ _ toilets treats Shown on ea ea ea\ mi red ,afeet•'*-~I^-: Sheet fest complete. I am aware that there are significant palettes for submenng tale I The ppeaton:s)shall notrty Me Department of Enwronrtwnal Quality of leaks.malls. Locaton(sl of Dedicated Arcata)for waste O eraals(sl -• informaton,irekdirg the possibility of fee or imPrleonmenI for krawrg violations end other releases Ma teenage to or have the potential to discharge to surtace Dab Plan Sheet from construction protluc6 and materiels Peals ■IL ylaerlC r hair •r.. mTou its 1pe x M - O O. waters immb05senyy upon discovery or the discharge but n no case later than 24 agsl ,TO,IF oar live understand that thee are ultimate*responsible for compliance wish all conditons after the discovery and requirements of the SWPPP and GCP and f«ensuring all contractors and welliai� Z ✓ The operatons)shall cooly Om Department of Environmental Qualey(DEO)of leeks, DISCHARGES FROM CONCRETE RELATED subcontrannre on the permitted site are aware of the conditions and requirement.of CC 0 spills,and other releases hat discharge le or have the butenPotent.to ca later to WASH ACT1VIT1 ES I he SWeOP and GCP. S sunrace waters icose'y ly upon discovery of the discharge but n no case later than Uwy seal grtply wM al ootdrticrs and requirements d the S.W.and snail at all (�/ � _ 24 abler the County Dap ry. Written Pieta d Me ntfun( TRUE!be sent to DEO and ✓eorsjl with boa waste management authorities or private firms abort the times oroper.y opere!e and nsntai, ail measures who xnfrol (,antl related N Z 2 -enroo County papartmantol PuD4p Works with fly(5)days dMt dnrnvery. Conc ale trucks are nor allowed IO wash out or I ischarge surplus cpncreta a drum requeememe for disposing of hazardous material. and/or sole;that may De 2Dourtanances)etwM are installed Or used to achieve memplem°with the mndiiors of °O O W S V.Follow et federal stale,and bra:requirements that a to Me:Ix,he Man d wash water on site except n a dedicated area*)that s located'i prevent Oontammated with hazardous e.t.a.& the GCP Proper alien and maintenance also includes Virginia Department or Erntronmemal Community County and f Play tan discharge to storm drain inlets,ditches,wa:enhodies or wetlands but no lass than 50 oP'r atlegrtate funding and W Quality Commonly Development Department disposal of icaepest odeet in small q and lien a erS. ✓Never remove tre original method disposal from the fXxltelnN. Felon( the adequate staffing Z Z Ne Cr 1 feet from those features. 'iQ7y NEED ADDRESS Eng01 McIneeengtire Dip 22901 ✓Keepd up sole rite, in small qued■g and n closed,wet marked testOn a u manufacturersispurrecommended metab of tits aril ewe shah take all reasonable steps to nnmlmee or prevent any discharge rn wolatwe of IBW 1786-3999(phone) OOt Nclmire Road ✓Crean sontl waste,including ousdng matanen,garbage,and deDn&on a day ✓ Each facility must have a stabikzetl access to prevent mud Wanking into the street. ✓Schedule periodic ptmp'rng of portable ldlets and olsowe of waste Me SW PPP anti«GCP 7 T 1 (884)786.1798 etrn CharkrtnAle.VA 22901 bass and deco.into covered dumpstars that are per adeeny emptied ,/ (SOO)4884892(outside normal wailing (434)296-5832 / Each facilityroust have appropriate sgnage to inform users where the dedicated Dispose of all sok waste at an atnher¢ed disposal site ✓Schedule waste collection to prevent exceed rg the capaaty of onfine containers area(s)fl18(wed Uwe uMelstano teat ail determined by the Department of Erweonmemal Qualty IDEA) 0) Z hours) y g phase of oarstruceon in consultation with the Stale Water Control anti at any Ime that stommrater O Aadrhonsl containers may be necessary depending on the SWPPP MODIFICATIONS AND REVISIONS W -- (e g.,demolition,ate) Shown on dischwgee are causing•have reasonable potential fo cause,or contridute to and L Dale Plan Location of Dericated Arras) excursion above any appicable water quality standard.Me DEO may,in consultation W f'- ✓Dispose of al sold waste at an authored disposal site The operators)shad ensure the SWPPP s modified and/or revised to need. wth the Atlminlstrator,take a require EQUIPMENT/VEHICLE WASHING ✓Ensure that containers have lids«are ahem.protected from exposure to Sheet ids) appropriate enforcement anion and Z M �J precipitation. Approved a changes in ualrtedCC r + Washing must be conducted n a dedicated area that is located to maximize lire Plan nge q personnels delegated authoma6 or other personnel reglared x a Modification d control measures to adequately address water quaky distance from storm drain roles.climes,watcroodes or wetlands but nc less tear DISCHARGES FROM OTHER POTENTIAL POLLUTANT a wMrton of the General C«stnscttc Permit: S bea05 d Q REVISIONS TO LOCATIONS ✓Changes in site cornh r.construction. b Subnhesicn d vali7 and venlable ind and i receiving that are as O 50 feel from those features. SOURCES v Changes in the desgn,construction,operation,or maintenance of the constructer( representative of ambenl condition and tndcete that Ow receivig water is I^CD O. see that aged the potential for discharges of pollutants that see not addressed,,!roe aim nog Water quality standards;or co• Al was,water used en wicks wheel wasnrog'oust pie deeded to a sedime t Shoveron I Operators combat implenantatom Of the Pei:and ,. :ass..of]scnerges of douutatts ham xnatnedsae actwty and weer,an a.�'/ aasiMrep ✓Discharges 1ro.m other palutant sources(e.g,water ire flusnng.storm sew, Date Plan Locator col Dedicated Area(e) Initials ✓ leette ive control measurs gentrhed dome nemeetur is er neesegations individual pared application according to 4VAC25-870-410 ✓ AI vehicle earning Wive.dn.than cane;waste must cave secenda fleshing shove ground storage tanks.etc not modem.elsewhere must be Shell As) federal officee g y addressed l ...tad by Me bperato's quailed gesomtelYlocal.state« Cr wntahrment (e =m a lowly musk have appropriate sgnage to info.uses wne.•e the dedicated Other Po1MDal ponutanl Sources eocaton(s)of Potential Posulant Sources Medebatonstrevs'ans to the SW'P°steal include acetional a'modified control CO area(*)are located ,measures to address tea den fed deficiencies. OPERATOR(S)I DELEGATED AUTHORITY Name(Pratt) Signature I Date Locaton Of Showm m Water Source — B the necessary moddicaloreerevsons require approval by the Administrator or DEQ ArMrvM Dedicated diem!) Plan Sheet l(si Location the Fadldes must be cleaned.or new fadfitres constructed,Sn'Ce the washout area is i000ven pmodecapmvalevsmpe must De implemented no later than seven Ill 2lerrdar days Wheel Wash two-thrtds 2r3)full 0 Other Wash B the necessary modekationsirevisorrs do not require approval by the Administrator, - e Areas the moddreationsneasions must be implemented prior to the next anticipated stone FILE NUMBER REVISIONS TO LOCATIONS �QSLT H o p ,t event or as soon as practicable Additional contact information can be found n the SWPPP&:der. ✓Above ground of storage tanks with a storage capacity exceeding 1.320 garkrnc and R 19.0320 nave a reasonable expectation of a escierge nto or upon Waters of the United ,yo Activity Lodalnn��Ofy Shown w Water Source Operator's Peni States we required to have a Spill Prevention Control and Countemeasure(SPCC) •i' n '�, Dedicated Area(s) Sheet a(sI LOCabOn Initiate I Plan iron -/) /'/'I > ✓The discharge of contaminated flush water and maanal rarnavad during pushing operab0n5 must be colleted and deposed of'n accordance wit alememte Jimmy L Taggart federal,state.and local reauirerrens lie Ne, se 'na41 4ye, SHEET FFrh;oacL dP1 30F9 / EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 • -SECTION 8. QUALIFIED PERSONNEL `HE FOLLOWING PERSONNEL ARE RESPONSIBLE FOR INSPECTIONS; ()UALIFIEI)INSPECTOR COMPANY/ORGANIZATION: NAME: TELEPHONE NUMBER: QUALIFICATIONS: INSPECTIONSCHEDULE DISCHARGES TO SURFACE WATERS: ❑ ONCE EVERY 5 BUSINESS DAYS;OR ❑ ONCE EVERY 10 BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. )ISCHARGES TO IMPAIRED WATERS,SURFACE WATERS WITHIN A TMDL WATERSHED, OR EXCEPTIONAL WATERS: ❑ ONCE EVERY 4 BUSINESS DAYS;OR ❑ ONCE EVERY 5 BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. • ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 SECTION 9. SIGNED CERTIFICATION 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/OPERATORNAME: COMPANY: TITLE: SIGNATURE: DATE: ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 SECTION 10. DELEGATION OF AUTHORITY. 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: SECTION 11. GENERAL PERMIT COPY SEE ATTACHED GENERAL PERMIT COPY ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 ECTION 12. INSPECTION LOGS (MAKE ADDITIONAL COPIES AS NECESSARY) **REQUIREMENTS ARE LISTED IN 9VAC25-880-70,PART II,SECTION B AND F** CORRECTIVE ACTION LOG INSPECTION DATE: MEASURABLE STORM EVENT:: IN DATE BEST MANAGEMENT COMPLIANCE CORRECTIVE ACTION NEEDED; CORRECTIVE PRACTICES(BMPS) WITH SWPPP? RESPONSIBLE PARTY ACTION TAKEN EROSION& SEDIMENT YES ❑ NO CONTROLS (SECTION 4.0) POLLUTION PREVENTION YES ❑ NO PRACTICES (SECTION 5.0) STORMWATER YES ❑ NO MANAGEMENT CONTROLS ❑ NA (SECTION 6.0) 3WPPP MODIFICATION&UPDATE LOG DATE DATE DATE GRADING DESCRIPTION OF TILE GRADING STABILIZATION DESCRIPTION OF THE GRADING ACTIVITY STABILIZATION MEASURE ACTIVITY ACTIVITY MEASURES INITIATED (INCLUDING LOCATION) CEASED INITIATED (INCLUDING LOCATION) ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY EROSION CONTROL PLAN 4839 FREE UNION RD-TMP 17-021 GRADING&STABILIZATION ACTIVITIES LOG AD TE DATE DATE GRADING DESCRIPTION OF THE GRADING STABILIZATION DESCRIPTION OF THE ACTIVITYGRADING ACTIVITY ACTIVITY MEASURES STABILIZATION MEASURE INITIATED (INCLUDING LOCATION) CEASED INITIATED (INCLUDING LOCATION) ISSUED-10/2014 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ALBEMARLE COUNTY