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WPO202100044 Plan - Other (not approved) 2021-11-10
of COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-45% Tel. (434) 296-5832 • Fax (434) 9724126 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) WP02022-00044 Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Umansky Subaru of Charlottesville 960 Hilton Heights Road Charlottesville, VA 22901 Prepared by: Waterstreet Studio, LLC Prepared for: Umansky Autogroup 24 Hour Emergency Contact: Mike Tierney (901)xxx-xxxx tiemey@umanskyag.com September 30, 2021 Issued — 10/2019 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17-405) I. 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 Plot Issued — 10/2019 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM FOR OFFICE USE ONLY ID Number: CONSTRUCTION ACTIVITIES (VAR10) Technical Criteria: 118 ❑ IIC ❑ REGISTRATION STATEMENT 2019 NEW ISSUANCE 8 RE -ISSUANCE ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ Existing Permit Coverage Number (if applicable, VAR10####): Section I. Operator/Permittee Information. A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section VI. (per Part III. K. of the VAR10 Permit). Construction Activity Operator Name: UmanskyAutogroup Contact person: Mike Tierney Address: 2611 Ridgeway Road City, State, Zip Code: Memphis, TN 38119 Phone Number: Primary Email: tierney@umanskyag.com CC Email: afranklin@waterstreetstudio.net B. Billing Information (leave blank if same as the Operator identified in Section 1. A. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Name: Contact Person: Address: City, State Zip Code: Phone Number: Primary Email: CC Email: C. May we transmit correspondence electronically? You must choose YES and include a valid email in order to pay by credit card and to receive your permit coverage approval letter via email: YES M NO ❑ Rev 04/2019 PAGE 1 17 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section II. Construction Activity Location Information. Project site information. A. Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all water bodies receiving stormwater discharges from the site. B. Construction Activity Name: Umansky Subaru of Charlottesville Address: 960 Hilton Heiqhts Road City and/or County and Zip Code: Charlottesville, VA 22901 Latitude and Longitude (6-digit, decimal degrees format): Lat 38.097960 Lon-78.465000 C. Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): 960 Hilton Heights Road Section III. Offsite Support Activity Location Information. List all offsite support activities to be included under this permit registration. Enter additional areas on a separate page. Offsite areas not included on this registration may need to obtain coverage under a separate VPDES permit. A. Offsite Activity Name: Address: City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): B. Offsite Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Section IV. Site Information. A. Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest one -hundredth of an acre. Total land area of development (including the entire 6.161 area to be disturbed as approved in the Stormwater Management Plan): Primary estimated area to be disturbed (portions with Erosion 0.57 and Sediment Control Plan approval only): O site estimated area to be disturbed (if applicable): 0 C. Property Owner Status: B. Estimated Project Dates (M M/DD/YYYY) Start date: 12/01/2021 12/31 /2022 Completion date: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE 8 D. Nature of the Construction Activity Description (i.e. commercial, industrial, residential, agricultural, environmental): Commercial E. Municipal Separate Storm Sewer System (MS4) name (if discharging to a MS4): Albemarle County Rev04/2019 PAGE 2 1 7 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATFMFNT 7nt q F. Is this construction activity part of a common plan of development or sale? YES 8 NO ❑ G. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Attach a separate list if needed. HUC RECEIVING WATERBODY(S) JR08 South Fork Rivanna River Section V. Other Information. A. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been prepared. B. Has an Erosion and Sediment Control Plan been submitted to the VESCP Authority for review? YES ® NO ❑ Erosion and Sediment Control Plan Approval Date (for estimated area to be disturbed).: C. Has land disturbance has commenced? YES ❑ NO 8 D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form. AS&S Entity Name (if different from the Operator identified in Section II. A.): SEE THE FOLLOWING PAGE FOR SIGNATURE AND CERTIFICATION REQUIREMENTS AND INFORMATION Rev 04/2019 PAGE 3 1 7 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section VI. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (il) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of storm water discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (q 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 (d) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency. by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (1) the chief executive officer of the agency or (ii) a senior executive officer having responsibilityfor the overall operations of a principal geographic unit of the agency. Certification: N certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Signature (signed in Ink): Date: 11AiL� T7.......... Section VII. Submittal Instructions. Submit this form to the Virginia Stormwater Management Program (VSMP) Authority. If the locality is the VSMP Authority, please send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP Authorities is available here: VSMP Authorities. If DEQ is the VSMP Authority, please send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructiongp19cleg.virginia gov Rev 04/2019 If the locality is the VSMP Authority, please send to: ene Community Development County Engineer 401 McIntire Road North Wing Charlottesville, VA 22902 PAGE 4 17 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. The following permit actions are covered by this form: new issuance, re -issuance, modification with an increase in acreage and plan modifications that do not result in an Increase in acreage. Choose NEW ISSUANCE if this Registration Statement submittal is to obtain a new permit coverage, RE -ISSUANCE to renew an active, expiring permit coverage or MODIFICATION to modify an active permit coverage When modifying permit coverage, indicate if the modification is increasing the amount of acreage previous covered (MODIFICATION WITH ACREAGE INCREASE) or changing the site design with no increase in acreage (MODIFICATION WITHOUT ACREAGE INCREASE). Existing Permit Coverage Number. Provide the permit number for a modification or relssuance (i.e. VAR10tf###). Section I. Operator/Permittee Information. A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project site that are necessary to ensure compliance with the general permit). If an individual person is named as the operator, that person (or a representative of) must sign the certification in Section VI. An operator can be one of the following: 9VAC25-870-10. Definitions. "Operator" means the owner or operator of any facility or activitysubject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (1) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (H) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (l.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. "Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities, and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or country, or any officer or agency of the United States, or any person or group of persons acting individually or as o group that owns, operates, charters rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of state waters In contravention of § 62.1-44.5 of the Code of Virginia, the Act and this chapter. "Person "means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state, governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity. B. Billing information. If the person or entity responsible for billing/invoicing is different from the operator, please complete this section. If they are the same, leave this section blank. C. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also allow the operator to pay by credit card and receive permit coverage approval letters immediately upon approval. Section Il. Construction Activity Location Information. Location information related to the project site. A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all water bodies receiving stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your Virginia Stormwater Management Program (VSMP) authority if you have additional questions regarding site map requirements. B. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the Stormwater plans), 911 street address (if available), city/county of the construction activity, 6-digit latitude and longitude in decimal degrees format for the centroid, main construction entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W). C. Construction Activity Entrance Location. Provide an address or decimal degrees coordinates and a description of the main construction entrance where the permit coverage letter will be posted. Rev 04/2019 PAGE 5 17 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT Section III. Offsite Support Activity Location Information. 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 (1) the support activity is directly related to a construction activity that is required to have general permit coverage; (ii) the support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; (!it) the support activity does not operate beyond the completion of the construction activity it supports; (iv) the support activity is identified in the Registration Statement at the time of general permit coverage; (v) appropriate control measures are identified in a SWPPP and implemented to address the discharges from the support activity areas; and (vi) all applicable state, federal, and local approvals are obtained for the support activity. If requesting permit coverage for offsite activities, please complete this section. List additional offsite areas to be included under this permit coverage on a separate page. Offsite areas not Included on this registration will need to obtain coverage under a separate VPDES permit. A. Offsite activity location information. Provide a descriptive offsite project name, 911 street address (if available) and city/county of all off -site support activities. Provide the 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N,-77.1234W). Please note that off -site activities not covered under this permit may require separate permit coverage. B. Offsite activity entrance location. Provide an address or decimal degrees coordinates and a description of the main construction entrance. Section IV. Site Information. A. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the primary development site as approved on the Stormwater Management Plans and the primary on -site estimated acreage to be disturbed by the construction activity as approved under the Erosion and Sediment Control Plans. The off -site estimated area to be disturbed is the sum of the disturbed acreages for all off -site support activities to be covered under this general permit. Do not include the off -site acreage totals in the primary, on -site total and estimated disturbed acreage totals. Permit fees are calculated based on your disturbed acreage total for all on- and off -site areas being disturbed under this permit coverage (the sum of all on -site and off -site disturbed acreages). B. Estimated Project Dates. Provide the estimated project start date and completion date in Month/Day/Year or MM/DD/YYYY format (i.e. 07/30/2019). C. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e. federal, state or local governments) is PRIVATE. D. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation, Institutional, etc.). Describe the project (i.e. Commercial — one new office building and associated parking and utilities; Transportation — Roads, sidewalks and utilities; Agricultural — 3 Poultry Houses, etc.). E. Municipal Separate Storm Sewer System (MS4) name(s) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or completely), provide the name of the MS4(s) that will be receiving water from this construction activity. The MS4 name is typically the town, city, county, institute or federal facility where the construction activity is located. F. This construction activity is part of a common plan of development or sale. "Common plan of development or sale" means a contiguous area where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-10. Definitions. Le. a subdivision, commercial development, business park, etc. G. 611 Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6u order HUCs and receiving waters for the site and offsite areas that could potentially receive stormwater runoff discharging from this activity. The HUC can be either a 12-digit number (i.e. 0208010101) or 2-letter, 2-number code (i.e. JL52). Include additional HUCs or receiving waters on a separate page. You may utilize DEQ's web - based GIS application, VEGIS, to obtain this information. • VEGIS application link: DEQ's VEGIS Mapping Application • Instructions for utilizing DEQ's VEGIS application link: CGP-GIS HUC Instructions Rev 04/2019 PAGE 6 17 CONSTRUCTION GENERAL PERMIT (VAR30) REGISTRATION STATEMENT 2019INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT Section V. Other Information. A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See 9VAC25-88D-70. Part II. of the General Permit for the SWPPP requirements. B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section IV. A. has been submitted to the Virginia Erosion and Sediment Control Program (VESCP) Authority for review and plan approval, choose YES. If you are submitting this application to reissue an existing permit coverage, please provide the date that the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area to be disturbed. C. If land disturbance has commenced, choose YES. "Land disturbance" or "land -disturbing activity" means a man-made change to the land surface that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading, excavating, or filling of land per §62.1-44.15:24. Definitions. D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form. If the AS&S Entity is different from the operator identified in Section I. A., list the AS&S Entity Name. The AS&S entity is the entity or agency that holds the approved annual standards & specification. • AS&S Entity Form link: Annual Standards and Specifications Entity Information Form Section VI. Certification. A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. State statutes provide for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be signed as follows per 9VAC25-880-70 Part III. K. 1.: a. For a corporation: by a responsible corporate officer. For the purpose of this part, 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 (11) 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 token to gather complete and accurate information for 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. c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this part a principal executive officer of a public agency includes: (i) The chief executive officer of the agency, or Ill) A senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. Section VII. Submittal Instructions. Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority maybe either DEQ or your locality depending on the location and type of project. If your project Is under the jurisdiction of a Local VSMP Authority, please contact the locality for additional submittal instructions. A blank area is provided for the Local VSMP Authority to include their mailing address. Who is the VSMPAuthority for my oroject7 DEO or the localirv) • DEQ: DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are: ➢ within a locality that is not a VSMP Authority; ➢ owned by the State or Federal government; or ➢ utilizing approved Annual Standards and Specifications. • The Locality: The local government (locality) Is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is available on DEQ's website here: Local VSMP Authority List. DEG'S CONSTRUCTION GENERAL PERMIT WEBSITE httl2;//www.dea.viri inia.eov/Proerams/Water/StarmwaterManaeement/VSMPPermits/ConstructionGeneralPermit asox Rev 04/2019 PAGE 7 17 Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.) (Provide a copy of the DEQ coverage letter when obtained) Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section I Nature of activity The project proposes expansion of the subaru sales/service building into the parking/display area to the west of the existing building. The site is 6.16 acres. It is zoned HC, Highway Commercial, and has been the site of three car dealerships/service centers since 2005. proposed site plan amendment, the impervious cover would decrease by 100 square feet as a result of a slighPer the previosly approved site plan, there are 190,997 square feet of impervious surface cover on the site. Aft rmwatt reduction o ductio er then of ductio parking/circulation area. Due to the decrease in impervious area on site there will be no increase in sto the existing stormwater infrastructure on -site or downstream of the site so no stormwater quantity attenuation is proposed. As part of the previously approved site plan, an analysis was performed, reviewed, and approved proving adequacy of the existing downstream storm infrastructure which is in close proximity to the discharge into the Rivanna River. Two existing Filterra, stormwater quality units will be removed as part of the site plan amendment. The lost phosphorus removal from these two Filterra units will be re -calculated using the VRRM Spreadshet and nutrient credits will be purchased to satisfy stormwater quality requirements. There will be 0.57 acres of disturbance associated with this project. Site construction will begin in December of 2021 and conclude by the end of December of 2022. Sequence of Construction 1. Clearly mark limits of work. 2. Install construction entrance and inlet protection on existing drop inlet adjacent to construction entrance as shown on the plan. Utilize nearby fire hydrant for tire washing. 3. Install perimeter silt fencing, inlet protection, and all other perimeter measures as shown on the plan. 4. Establish staging area and stockpile area as shown on plan. 5. Re-route waterline and gas line as shown on the plans. Maintain erosion control at downhill perimeter of utility trench. 6. Once water and gas utilities are re-routed, perform site demolition for the building expansion. 7. Adjust site grades and parking lot layout as shown on the approved site plan. 8. Install all other site plan utilities. 9. As final grades are reached, install base gravel and curbing in areas to be paved and begin establishment of vegetation on all disturbed turf areas with permanent seeding or sodding, mulching, fertilization, and liming. Amend soils where needed. Consult with landscape architect before establishing vegetation. 10. Once remainder of site has been deemed stabilized by the county inspector and all construction activities are completed, restore staging and access areas to acceptable (pre -construction) conditions, install plantings, and remove all other erosion control measures. Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, 1 Ix 17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County VICINITY MAP: 1" = 1,000' N O ;TANDARDS AND SPECIFI( UMANSKY SUBARU OF CHARLOTTESVILLE VIRGINIA DEPARTMENT OF TRANSPORTATION IV DOT) ROAD AND BRIDGE SPECIRCATONS, DATED TUN. VIRGINIA DEPARTMENT OFTRANSPORTATON IV DOT) ROAD AND BRIDGE STANDARDS, DATED 2(UB. VIRGINIA DEPARTMENT OF TRANSPORTATION )V D.O T) WORK AREA PROTECTION MANUAL DATED MI I. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIV61ON OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND$ENMENTCONTROL HANDBCOK,THIRD WRON, 1992. INSTITUTE OF WNESPORTATON ENGINEERS TOE MAN WTI, TRIP GENERARON.811-1 FORM VIRGINIAMANUAL FOR UNIFORMTRAFFIC CONTROLDEVICES MUTCD) STANDARDS, DATED M, ALBEMARLE COUNTY SERVICEAUTHORRYCONSTRUCTON ST£CIFICATONS REGULATING RHE CONSTRUCTONAND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2LT.5. INIERRAT DNAL CODE COUNCIL AMERICAN NATONALSTANOARD-ACCESSIBLEB OSA&ESULLU'NGSANOFACSTRES, DATED NO3. BORE HONE BENCH MARK CLEAN OUT DUCT R IRON ARE SANTARY SEWER NANHONE IRON FOUND MONUMENT FOUND ARE FOUND P-K NAIL$R SIGN WATER MI WAIF VALVE =N'OAK W/RUCANOPY DA, UTILITIES LEGEND GAS LINE _G_ PHONEUNE —UGT— OVERHEARELECTRIC ME SANOARY$EWER g UNDERGROUNDELECRUC UGE— WATER LINE —W— M STORM LEAR ONE EXCEL MR. DRAIN TINE DEMOLITION LEGEND TAX TO BE SAVED TAR TO BE REMOVED OL EXISTING SITE ELEMENT TO BE REMOVED XlTREE TO BE REMOVED — X — UTILITY LINE TO BE REMOVED GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT JNFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PAATICUTAH. THE GRAVEL OUTSETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WOULD PREVENT DRAIMAG IF THE GRAVEL IS CLOGC£D BY SEDIMENT. IT SWILL BE REMOVED AND CLEANED OR REACCED, THE SILT FENCE WINTER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETENIORATION OF RHE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DF➢OSTRON REACHES HALF WAY TO THE TOP OF LEW BARRIER, BE FERTILRED AND ENSURETXATAGOODSTANOISMWNTAINED, AREASSHALL MAY BY VIRGINIA TECH SITE DEVELOPMENT DEPARTMENT ALBEMARLE COUNTY, VIRGINIA WPO/VSMP AMENDMENT (WP02021-00044) JULY 27, 2021 FINAL APPROVAL: EROSION & SEDIMENT CONTROL NOTES L ALL EROSION ADD SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND $PECIFICATORS OF ME VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, TURD EDITION 11992) AND VIRGINIA REGUTATONS VR6 *LDD EROSION AND SEGMENT CONTROL REGUTATONS, 2. THE PUN APPROVING AUMOPJTY MUST BE NOTRED ONE WEEK PRIOR TO THE PRELONSTRUCTON CONFERENCE, ONE WEAK PRIOR TO THE COMNENCEMBJT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION ANDSEDIMENT CONTROL MEASURE$ ARE TO BE PLACED PRIOR TO OR AS THE ARSTSTEP IN CLFARING.THE CITY OF CHARLOTIESVILLF EL.$ INSPECTOR MUST BE CALLED NXFPI 1821 IMMEDIATELY AFTER INITIAL MEASURES ARE IN PUCE AND BEFORE THE START OF ANY FURTHER CONSTRROTOR d. A COPY OF THE APPROVED EROSION ANDSEDIMENT CONTROLAAN AND NARRATIVE SHALL BE MAINTAINED ON MESITE AT ALL AMES. $. PRIOR TO COMMENCING LAND DISTURBING ACTVIBES IN AREAS OMER THAN INDICATED ON THESE PLANS (INOR DING. BUT NOT UMBER M.OTf$TIE BORROW OR WASTE AREA THE CONTRACTOR SHALL SUBMIT A SUPPLIEN FRUITY EROSION CONTROL PUN TO ME OWNER FOR RENFV AND APPROVAL BY ME PLAN APPROVING AUTHORITY. A INK CONTRACTOR G RESPONSIBLE FOR INSULATION OF ANY ADDITIONAL EROSION CONTROL MEASURE NECESSARY TO PREVENT EROSION AND SEDIMBQATON AS DETERMINED BY ME PUN APPROVING AUTHORITY. I. ALL DISDAINED AREAS ARE TO DRAIN TO "PROVED SWRAENT CONTROL MEASURE AT ALL TIMES DURING LAND DISTURBING ACTMTES AND DURING$BE DEVELOPMENT UNTIL FINAL STABIIRATDN 6 ACHIEVED. 8. DURING CEWATERING OPERATDNS, WATER WILLBE PUMPED INTO AN APPROVED ALTERING DEVICE. 9. INK CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND ARM EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO A MAN THE EFFECTIVENESS OF ME EROSION CONTROL DEVICES SHALL BE MACE WRAEDU IELY. waterstreetstudio mdxepe ar nnenure I <inl englneuing I�Bf Main Slrnls lKag3B�)) CHarlM�nrJL[. VR v9o[ 4 AlG. F1aokliTI L Nn.153 O 1AREVBER 30..E OTFUAONAL Y'M NOT FOR CONSTF goleauml seal Al -AN FRANKLIN �je nhaI ggesiteam Rk ALL ALL MATERIAL SHALL BE TAKEN FROM AN APPROVED, DEUGNAT®BORROW AREA. IL ALL WASTE MATERW$$HALL BE TAKEN TO AN APPROVED WASTE AREA, EARTH FILL$HALL BE INERTMATERIA40NLY. FREE OF RWR.STUMP$. WOOD, RUBBISH, AND OTHER DEBRIS. 12T BORROW. FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A WE MANNERMATJMIMAINS LATERAL SUPPORT. OR ORDER TO MINIMIZE ANY HAUROTO PERSONS. PHYSICAL OM.MGE TO AOMCBQ LAND AND IMPROVEMENTS, AND GARAGE TOANY PUBLIC $MEET BECAUSE OF SUDS. SNMNG. OR COLLAPSE. 13. TEAPORARYSTABIUMBON$HALL BE TEMPORARY SEWING AND MULCHING. SEWING 6 TO BE AT 75 WIACRE. AND IN ME MONTHS OFSEPFENBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLE STRAW MULCH 6 TO BE APPLIED AT BOU4/I WAF. ALTERNATIVES ARE SUBJECT TO "PROVED BY THE COY OF CHARLOTESVILLE E d S INSPECTOR. b. PERMANENT STABNlATON SHALL BE LIME AND FERTILIZER. PERJMNENT SEEDING. AND MULCH. AGRICULTURAL GRADE LIMESTONE SRI BE APPLIED AT 9pAS/IOOl INCORPORATED INTO THE TOP IA INCHES OF SOIL. FEROLOER $HALL BE APPLIED AT I WOLB$/ACREANO CONSIST OF A IOffiIO NUFRIBNT MIX, PERMANENT SEADNG SHALL BE APPLIED AT IWLB$/ACRE AND CONSIST OF 95%KENTUCKY 31 OR TALL FESCUE AND O$%PERENNIAL RYEGRAS$ OR TURF TYPE TALL RESCUE. STRAW MULCH GTO BE APPLIED AT WLB$/IOOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE CRY OF CHARLOTESVILIE E J. S INSPECTOR. M MMNTERAICE: ALL MEASURES ARE TO BEINSPECTED WEEKLY AND AMR MCHRAINFALL. ANY DANAGEORCLOGGINGTOSTUCTURALMEASURES ISTOBERBNRIMMEDIATELY. MRTRAPSARE TOBECLEARED WHEN 50%OFTHE WET 90MGEVOLUME ISALEO UMANSKY SUBARU WITH SEDIMENT.ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTUNG SEDIMENT TO HAP THEIR WGM MUST BE CIFANW AND REPAIRED IMMEDIATELY, I& ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN W DAYS OF FRALSITE STABINATON, WHEN MEASURE ARE NO LONGER NEEDED SUBJECT TO "KOVAL BY THE CITY OF CHARLOTESVILLE E is S INSPECTOR. T�J OIC CI IARLOTTESVILLE pgeciname 17. CONTRACTOR SHALL ADO ADDITIONAL MEASURES, NOT SHOWN ON THE PLANS. AS REQUIRED BY THE COUNTY EROSION CONTROL INSPECTOR. CONSTRUCTION SEQUENCE UMANSKY AUTO GROUP 1. CLEARLY MARK LIMITS OF WORK clml 960 HILTON HEIGHTS ROAD 2. INSTALL CONSTRUCTION ENTRANCE AND INLET PROTECTION ON MALTING DROP INLET ADJACENT TO CONSTRUCTION ENTRANCE AS SHOWN ON THE HIM. UTILIZE NEARBY FIRE HYDRANT FOR TIRE WASHING, CHARLOTTESVILLE, VA 22901 3. INSTALL PERIMETER SILT FENCING, INLET PROTECTION, AND ALL OTHER PERIMETER MEASURES AS SHOWN ON THE PUN, ggeciadd¢ss 0. ESTABUSH STAGING AREA AND STOCKPILE AREA AS SHOWN ON PLAN. WPO2021000" 5. REROUTE WATERLINE AND DAN ONE AS SHOWN ON RHE PUNS MAINTAIN EROSION CONTROL AT DOWNHILL PERIMETER OF UTILITY TRENCH. gge&numt— B. ONCE WATER AND DAN UTILITIES ARE M-ROUTED, PERFORM SITE DEMOLITION FOR THE BUILDING ELEANSION, T ALMOST SITE GRADES AND PARKING LOT LAYOUT AS SHOWN ON RHE APPROVED SITE PLAN. WPO[VSMP AMENDMENT ggec Pllme B. INSTALL ALL OTHER SITE PLAN UTILMES, 9. AS FINAL GRADES ARE REACHED, INSTALL BASE GRAVEL AND CURBING IN AREAS TO BE PAVED AND BEGIN ESTUBUSXMENTOFVEGE RON ON ALL DISTURBED TURF AREAS WITH PERMANENT SEEDING OR SODDING, MULCHING, FERTRUZATION, JULY 27, 2021 AND LIMING, AMEND SOILS WHERE NEEDED. CONSULT WITH LANDSCAPE ARCHITECT BEFORE ESTABLISHING VEGETATION. ¢we Oa1e 1O. ONCE REMAINDER OF SURE HAS BEEN DEEMED BT ERGED BY THE COUNTY INSPECTOR AND ALL CONSTRUCTION ACTIVITIES ARE COMRETIED, RESTORE STAGING MID ACCESS AREAS TO ACCEPTABLE (PRE CONSTRUCLON) CONDITIONS, INSTALL PLANTINGS, AND REMOVE ALL OTHER EROSION CONTROL MEASURES, E&SC MEASURES APPROVALS: © CORASSUCOON OALUUU E E65CST0.3@ O IFAIPOMRY SE®MG PMCS1D. 331 PUN SF SIIFOICE E&SCS10M .3M SF pj PERMANESEADI E510 LLSC. 3. I.OI6.21 COUNTY SITE REVIEWCONAMCTSORTMENTSG TP INIETPRORCTON EVSCSM 307 ® ® MOLCNING DISC. 3. ENGINEER revami r0 TOMOWNG VSCSMSM STAXIEATON MATING F$SCSID. 3. 6 DRACONROL 1.CS1D. 3. SOILS INFO: $OILS GROUP 390 - HAZEL LOAM. 15 TO M STORES $OI ISGROUP93D - WAR C HANN MY SIT LOAM, 15 TO 25%$TORTS WPO COVER SHEET sheet title EC100 EROSION & SEDIMENT CONTROL NARRATIVE PROJECT BE$CNMON MMNARANCE ICI PIPES AND STORM SEWER SYSTEMS SNAIL BE ANALYZED BY THE USE OF A TEN- YEAR STORM TO VERIFY THAT STORMWATER WILL BE ME PROJECT PROPOSES EXPANSION OF TIE SUBARU$ALB/SERVICE BUILDING INTO TIE PARKING/DISPLAY AREA TO THE WEST OF THE EXISTING IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. COMNND WNNN ME PIPE OR$YSTFM. BUILDING. THE FOLLOWING NAM$ WILL BE CHECKED IN PARTICULAR: c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED ALAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE I. THE GRAVEL OUTSETS WILL BE CHECKED REGULARLY MRSEMBEM BUILDUP. IF ME GRAVEL G CLOGGED BY SEDIMENT, IT$HALL BE REMOVED APPUCANTSHALL: ME SUE IS 6A6 ACRB. N IS ZONED HI HIGHWAY COMMERCIAL AND HAS BEEN THE SIZE OF THREE CAR DMMHIMS ERVICE CENTERS SINCE AND CLEANED OR REPIACEO. 2005. PER ME PREVIO$LY APPROVED SITE PLAN, MERE ARE 190,992 SQUARE FEET OF IMPERVIOUS SURFACE COVER ON THE SNE. AFTER THE III IMPROVE ME CHANNELTOA CONDITION WHERE A TEN-YEAR STORM WILL NOTOWIffil THE BANKS ANDATWOYEAR STORM WILL NOT PROPOSED SIZE PLAN AMENDMENT, THE IMPERVIOUS COVER WOULD DECREASE BY I NO SQUARE FEEL IS A RESULT OF A SLIGHT REDUCTION OF 2THE INLET PROTECTION WILL BE CHECKED REGULARLY FOR SELIMENT CLFANOUT. CAUSE EROSION TO THE CHANNEL BED OR MINKS; OR PARKING/CIRCULATION AREA DUE TO THE DECREASE IN IMPERVIOUS AREA ON SIZE THERE WILL BE NO INCREASE IN STORMWATER RUNOFF TO THE T THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR OEIERIORABON OF ME FABRIC. SEDIMENT SHALLBE REMOVED (2) IMPROVE LINE PIPE OR PIPE SYSTEM TO A CONDIION WHERE ME TAWYEAR STORM IS CONTAINED WITHIN ME APPURTENANCES. OR EXISTING STORMWATER INARABLRCLURE ONSIROR DOWNSTREAM OF ME SIZE SO NO 9ORMWATER QUANTITY ALTERNATOR IS PROPOSED, AS WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. PART OF THE PREVNIOUSLY"PROVED SITE PLA, AN ANALYSIS WAS PERFORMED, REVIEWED, AND APPROVED PROVING ADEQUACY OF THE (3) DEVELOP A SHE DESIGN THAT WILL NOT CAUSE THE PRE DEVELOPMENT PEAK RUNOFF RAZE FROM ATWOYMR STORM TO INCREASE WHEN EXISTING DOWNSTREAM STORM INFRASTRUCTURE WHICH 6 IN CLOSE PROXVAITY OF DISCHARGE INTO THE RIVANN, WET MO EXNTING OLTERRA, 4. THE SEEDED AREAS WILL BE CHECKED REGULARLY TONSURE THAT A GOOD STAND 6 MAINLAND, AREA$SHALLBEFEnTI MANDRBEEMD RUNOFF OUIFALIS INTO A NATURAL CHANNEL OR WILL NOT CAUSEME PREDEVROPMBNT PEAK RUNOFF RATE FROM A TEN-YEAR STORM STORMWAT&OUAM'UNITY WILL BE REMOVED AS PAN OFTHE SIZE PLAN AMENDMENT THE LOST PHOSPHORUS REMOVAL FROM THEMBE MO AS DETERMINED NECESSARY BY THE CITY OFCHARLOMPRILLE Ed5INSPECTOR IN ACCORDANCE WIN THE VIRGINIA EROSION B SEJIMEM TO INCREASE WHEN RUNOFF ONFALLS INTO A MANMADE CHANNEL OR FILTERRA UNITS WILL BE RECALCULATED USING THE VRRM SPRFADSHET AND NUIRIENT CREpR WILL BE PURCHASED To SWRSY STORMWARR CONTROL HANDBOOK THIRD EDOON 119Y21. QUALITY REQUIREMERS, 141PROVIpEACOMBINATION OF CHANNEL IMPROVEMENT, STORM WAVER DETENTION OR OTHER MEASURES WHICH ISSALISFACLORV To THE THE CONTRACTORSHALL BE RESPONSIBLE FOR THE INSTALLATION. MAINTENANCE, AND REMOVAL OF ALL EROSION AND SEDIMENT CONTROL PLAN -APPROVING AUMONh TO PREVENT DONNSTREAM EROSION. MERE WILL BE 0.52 ACRES OF DISTURBANCE ASSOCIATED WIN THIS PROJECT PRACTICES AND RESTORATION OF MY DAMAGED AREAS DURING CONSTRUCTION AND FOR ANY WARRANTY PERIOD. d, ME APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE ME IMPROVEMENTS, CON VEGNATVE PRACTICES e'ALL HYDROLOGIC ANALY$BSHALL BE BASED ON THEE%pTNG WATERSHED CHARACIERI$TIC$ANOME URMAIEDEVELOPMENT OF ME AFTER THE MAJORITY OF THE GRADING PROGRAM HAS BEEN EXECUTED THEY SHOUID BE REDRESSED WIN AN AMPLE DBM OF TOPSOIL FROM THE SUBJECT PROJECT. CONSTRUCTION ILL SITE CONSTRUCTION WILL PEGIN IN OECFMBER OF 31Z1 AND CONCLUDE BY ME END OF CECENBEt OF 20II. E AND MULCH SHOULD IF FORSOME REASON. STOCKPILE ANOSURFACE ROUGHENED. THEREAFTER,PERMANENTARE EXISTINGCTSITE EE LNG AN TO BETHE CONSTRUCTOR&HALTED OR DELAYED. EXPOSED AREAS ARE TO BE1REAlED WAR TEMPORARY $ffDING AND MULCH UNTIL SUCH THE AS fltOMTHELOCAl1TY OFA f. IFME APPLICANTCHOOSES ANOMONMALINCWOBSTORM WAIERL$9 CO WITH EXISTING CAR ENTIRELY VATION OUS.ME LINEPROJECTCONS6ROPAREEPARCEB. METWOPARCEBASEGREE GINS. PLAIN SB FORM ME MAINTENANCE REQUIREMENTS OFMEFACIIM WANX BE$HALL MAINTENANCE REQUIREMENTS ETHIRDARCELALMOST TOPOGRAPHY OF THESE PARCELS IS STEEPCONSICERINGMEIR DEGREE OF IMPERVIOUSNESS THE THIRD PARCEL4ACOMBINATON OF OF PO NEMVABIRUCTOR pERIMNFM SiRBIIQANON ANDTHERERSON RANCEOFLER FORPENTIONUNGTHEMANNIAANSEALL ANOME PERSON RESPONSIBLE FOR PERFORMINGiXE MAINTENANCE. IMPERVIOUS AND PERVIOUS ARFAUTHE NERVOUS AREASARE FIAT TRUMP PERVIOUS AREAS INCLUMAR&S 01 TERRAIN. OVERALL ASMERIONED ABOVE, PERMANENT SPACING. LIME FERIIUZATON, AND MULCHING 6 TO BE APPLIED TO ALL AREAS NOT PROPOSED FOR 9. OUIFALL FROM A DE NTON FACILM$HALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY NSSIPARIM SHALL BE PLACED AT EXISTING STORM RUNOFF SHEER ACROSS THESE PARCELS TOWARD THE CORNER OF LONG$MEN AND IANOONIA CIRCLE TO AN RATING CRY HARMCAPE OR BUILDING IMPROVEMENTS AS SOON AS POSSIBLE UNIFS$OTH&WISE SPECIFIED ON THE LANDSCAPE PLAN. SEEDING SHALL BE ME OSSTALL OF ALL DETENTION FACIMES AS NECESSARY TO PROVIDE A STABILIZED TRANSNON FROM THE FACILITY TO THE RECEIVING STORM MAN SYSTEM IN THE LONG STREET ROW, DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STO. &SPEC. 3J2 PERMANENT SEEDING OF ME HANDBOOK, EROSION CONTROL CHANNEL, ADJACEMANAS ME LOWER PORTION OF THE 511E FRONTING ON LONG STREET IS SURROUNDED ON BOTH SIDES BY SIMILAR, HIGHLY IMPERVIOUS COMMERCIAL DEVELOPMENT AND UPPER PORTION OF ME SITE IS SURROUNDED BY MEDIUM DENSITY RESIOBNTIAL THIS SITE IS HIGHLY VISIBLE AND SHOULD BE PROTECTED FROM EROSION DURING CONSTRUCTION ACCORDINGLY. M.WEAREA$ AREAS AROUND THE PERIMETER OFTHE SITE, WITHIN THE CRY BLOW.. WILLBE GRADED AND IMPROVED. DUE TO THE STEEP TOPOGRAPHY. THE 511E WILL REQUIRE LARGE REMOVAL OF EARTHEN MATERIALS TO CREATE A FLATTER SITE THERE MATERIALS WILL NEED TO BE MUCKED Off ME 511E EITHER PERMANENTLY OR TEMPORARILY TO ATTAIN FINAL GRACE ELEVATIONS, THESE MATTERS MUST BE 90RED OR DISPOSED OF ON A SITE WTM AN "PROVED EROSION AND SEDIMENT CONTROL PLAN IN PLACE AND MUST BE COORDINATED WITH THE CRY OF CHARLOMSMI IE E d $ INSPECTOR. SaN PER ME USDA WEB 511E $01" ONSIRARE IOENTRED AS 191) URBAN LAND AND L71 D) RABUNIEN URBAN DOJO COMPLEX. 15 TO N PERCENT SLOPE. $OIL$ GROUP 171D G HYDRAULIC 5014 GROUP B AND$01" GROUP 91 IS UNPAVED, CR=AIAREAS ME PROJECT AREA G SMALL AND ME DISTURBED AREAS WILLBE QUICKLY STABILINED WIN GRAVEL WE, ME REM LINING ARMS ARE SMALL AND EASILY STABILIZED AM VEGETATION THAT EROSION PROBLEMS ARE NOT ANTICIPATED AND EROSION PROJECTION SHOULD BE EASILY ACCOMPU$HED. EROSIONAND$Ep MTCONROIMEASURE$ UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILLBE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIBCATON$ OF ME VIRGINIA ERASION AND SEDIMENT CONTROL HANDBOOK. THIRD WITON Jim). I. TEMPORARYCONSMUCTIONEWRANCE-EBSM&SPEC.3A2 A TEMPORARY CONSTRUCTION ENTRANCE$. BE INSTALLED WHERE INDICATED, THE CONSTRUCTION ENTRANCE SHALL BE PAVED WIN A WASH RACK. 2, SILT FENCE- EBS SML B SPEC, SAM SILL FENCE SHALL BE INSTALLED IN A SEQUENCED MANNER AS SHOWN ON THE PLAN. 3, INLET PROTECTION -EM SM. &SPEC.3.02 INIE1 PROTECTION SHALL BE INSTALLED AROUND STORM ORNN DROP OR CURB INLETS TO PREVENT SEDIMENT FROM ENTEMNG STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STAMUZATON OF THE DISTURBED AREA, 4, TEMPORARY DIVERSION DIKE- ASS SIN. E SPEC. 309 A TEMPORARY RIDGE OR BERM OF COMPACTED SOIL TO DIRECT RUNOFF TO A SEDIMENT TRAPPING MEASURE S. TEMPORARY SEDIMENT TRAP -W M.ASPEC. 313 A TEMPORARY $EDMBNT MAP $HALL BE INSTALLED WHERE INDICATED ON THE PIANS. SEE ATTACHED CALCUAATON$ FOR SONG AND THE TABLE ON THE PLANS MR DIMENSION SPECIFICATIONS. 6. TOBOILING- EBS STD. d 5PK. 33O TOMOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATONS SHALLBE LOGVED ON -SITE AND ARE TO BE STABILIZED WON TEMPORARY VEGNAPON. SELECTION OF THE SEED MLLTURE WILL DEPEND ON ME TIME OF YEAR O G APPLIED. PRIOR TO IANODISTURNNG ACTVITIB, THE CONTRACTOR $HALL SUBMITA SUPPLEMENTARY E d 5 PLAN TO THE OWNER COVERING ME OFFSIDE STOCKPILE AREA WHICH WOULD HAVE TO BE APPROVED BY ME PLAN APPROVING AU HOPJIY BEFORE ANY OFFSIRACTIVITY COMMENCES. 7. TEMPORARY SEEDING, WSSUN, & SPEC. 331 ALL ARMS DISTURBED BY CONSTRUC110N MAT WILL NOl BE BRWGMM FINAL GRADE TOR A PERIOD OF ARMS MAN 30 DAY$ WILL BE STABILIZED WIIXTEMPORARY SEEDING. UNLESS OTHERWISESPECIRED, TEMPORARY SEEDING WILL BE DONE WITH A BRAD MIX APPROVED BY THE OWNER PRIOR TO APPLICATION IN ACCORDANCE TO ELLS STD, AND 5PK, 331 OF THE 1992 VIRG (NIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDRION (1992), 8. PERMANENTSEEDINO ESSSTO. SSPEC 332 ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABIMED WIN PERMANENT SEEKING IMMEDIATELY FOLLOWING ME CONCLUSION OP CLEARING OPERATIONS. UNLESS OTHERWISE SPECIFIED, PERMANENT SEEDING WILL BE DONE WITH A BRAD MIX APPROVED BY THE OWNER PRIOR TO APPLICATION IN ACCORDANCE TO E855TN, AND SPEC 332 OF THE 1992 VIRG (NIA EROSION AND SEDIMENT CONTROL HANDBOOK. TURN EDRION U992). 9. MULCHING: EEL$ STET& SPEC, SAS AREA$ WMCH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. 10.OUST CONTROL -MS SRY & SPEC.3.39 DUST CONTROL PRACTICES SHALL BE EMPLOYED TO PREVENT SURFACE AND PLR MOVEMENT OF DUST FROM EXPOSED $OIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCE WHICH MAY BE HARMFUL OR INJURIOUS TO HUMAN HEALTH, WELFARE. OR SAFETY, OR TO ANIMAL OR PIAR LIFE F NAG MTNMTEGIM 1. CONSTRUCTOR SHOULD BESIGUBNCED 50 THAT GRADING OPERATORS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2, LEE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR ME INSTALLATION AND MNNIENANCE OF ALL EROSION AND SEDMER CORROL PRACTCK 3, SEMPENT MAPPING MEASURES SHALL BE INSTALLED AS A AM STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALunON. 4, AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY RAGS, SIGNS. EC. S. TEMPORARY SEEDING OR OTHER STABILNALON WILL FOULOW IMMEDIATELY AMR GRADING. & AMR ACHIEVING ADEQUATE STABIUZATON, ME TEMPORARY BS CONTROLS WILL BE CLAIMED UP AND REMOVED. AND THE SEDIMENT BASIN$ WILL BE CLEANED OUT AND CONVERTED TO PERMANENT $TORMWATER MANAGEMENT BASINS IF"PUCASM i SO1lS=11PILESANDBORPOWANAS TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND $TOCIALED FOR IATER USE STOCKPILE LOCATORS MALL BE LOCATED ONSIRAND p ARE TO BE STABILIZED WITH TEMPORARY VKBARON. SELECTION OF ME SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR O IS APPLIED, NO $ OFF SITE AREAS WILL BE DISTURBED AS PAN OF MIS PROJECT j CONSTRUCTION SEQUENCE Z' 1, CLFARLYMARKLIMITSOFWORK. 2, INSTALL CONSTRUCTION ENTRANCE AND INLET PROTECTION ON EXISTING DROP INLET ADJACENT TO CONSTRURMWI ENTRANCE AS SHOWN ON THE RAN. UTILIZE NEARBY FIRE HYDRANT FOR TIRE WASHING. 3. INSTALL PERIMETER SILT FENCING, INLET PROTECTION AND ALL OTHER PEMMRUDER MEASURES AS SHOWN ON THE RAN. 4. ESTABLISH STAG ING AREA AND STOCKPILE AREA AS SHOWN ON PLAN, E R RE-ROUTE WATERLINE AND GAS LINE AS SHOWN ON THE PANS, MNRPIN EROSION CONHROL AT DOWNHILL PERIMETER OF UTILITY TRENCH. $ 6, ONCE WATER AND GAS RILRIES ARE RE-ROUTED, PERFORM SUP DEMOLITION FOR THE BUILDING EXPANSION. 9 7. AfMUST SITE GRADES AND PARKING LOT LAYOUT AS SHOWN ON THE APPROVED SRE RAN. S. INSTALL ALL OTHER SURE RAN U ILITES. i R ASMNALGRADESAREREAGHEDINSTALLBASEGMV LANDCUROINGINPAEASTOBEPAVEDPNDBEGINESTABLISHMER OF Q VEGETATION ON ALL DISTURBED TURF AREAS WITH PERMANENT SEEDING OR SODDING, MULCHING, FERTIUUTON, AND LIMING. AMEND SOILS MERE NEEDED. CONSULT WITH IAND,SCAPE ARCHITECT BEFORE ESTABLISHING VEGETATION. 10, ONCE REMAINDER OF SITE HAS BEEN DEEMED STABRUZED BY THE COUNTY INSFECTORANDALL CONSTRUCTONACITZRI ARE COMPLETED,RESTORESTAGINGANDACCESSAREA.STOACCEPTABLE(PRE-CONSTRUCTION)CONONIONNINSTALLRANTNGS,MD y REMOVE ALL OTHER EROSION CONTROL MEASURES, BLANKER WILLBE INSTALLED OVER ALL SLOPES WITCH NAVE BEEN BROUGHT TO ANAL GRACE AND HAVE BEN SEEDED TO PROTECT ME SLOPES h. ALLON-SNECHANNEBMUABEVERIREOTOSEA MUAM, FROM RILL AND GULLY EROSION AND TO ALLOW SAW TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FIAT AREAS. IN ALL SEEDING OPERATION$,SEED MIXTURES AND UME WILLBE APPLIED PRIOR TO MULCHING, L INCREASED VOLUMES OFSHEEI FLOWS MATMAY CAUSE EROSION ORSENMEMABON ON ADJACENT PROPERTY SMALL BE DIVERIEOLOA STABLE OUFIfF, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM. OR TO A LMBACH FACILITY, MINIMBMSEANDMM IN$TAWTON OF ALL ERASION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE 19W VIRGI IM EROSION AND SEDIMENT CONTROL HANDBOOK. THIRD EDNIgN (1992), CENR AL MEASURES REQUIRED ON MIS PROJECT ARE SUMMARIZED BELOW: I. PERMANENT OR TEMPORARY WILL STABIRALON SNAIL BE APPLIED TO DENUDED AREAS WNNIN SEVEN DAYS AMR FINAL GRADE 6 REACHED ON ANY PORTION OFTHE SNE. TEMPORARY SOIL $TABIUZATON SHALL BEAPIPUED WITHIN SEVEN DAYS TO MNUCEO AREAS THAT MAY NOT BE AT ANALGRADE BRWILL INUIN DORMANT FOR LONGER MAN 30 DAYS, PERMANENT STABILNATON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE MAN ONE YEAR. 2 DURING CONSTRUCTION OF ME PROJECT WILL STOCKPILE AN BORROW AREAS SHALL BE STANIRED OR PROPECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMAN ENT STANUZABON OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROWS AREA$ AN SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SNAIL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STANUZED. PENMNENT VEGETATION SNAIL NOT BE CONSIDERED ESTABLISHED UVULA GROUND COVER IS ACNIEVEDMAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INNIPITERQSION, 4. SEDIMENT BASES AND MAPS. PERIMETER LIKES, SEDIMENT FARMERS AND OTHER MEASURE INTENDED TO MAP SEDIMENT$HALL BE CONSTRUCTED AS A FIRST STEP IN ANY WN0.DIRURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UBLOPE DOJO DISTURBANCE TAKES RICE 5. STANUZABON MEASURE SHALL BE APPLIED TO FARMBN STRUCTURES SUCH AS LAM$, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, 6, SEDMEMTR"S SHALL BE DEIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE MAP OR BASIN. a. ME MINIMUM 90RAGE CAPACITY OF A SEDIMENT TRAP SHALL BE I U CUBIC YARDS PER ACRE OF MANAGE AREA AND THE MAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRE, H, SURFACE RUNOM ROM DISTURBED ARMS MAT6COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER MAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MNIAUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARNS PER ACRE OF DRAINAGE AREA. ME OUIFALL SYSTEM SHALL AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-MVEYEARSTORMOF24AOUROURATION. RUNOM COffBCIENR USED IN RUNOFF CALCULATION$SHALL CORRESPoNOTO A BARE FARM CONDITION OR THOSE CONDITIONS EXPECZEOTO EXU WHILEME SEDIMENT BASIN IS MUZED. 7, CRT AND ALL SLOPES $HALL BE DESIGNED AND CONSTRUCTED IN A MANNER MAT WILL MINIMIZE ERASION. $LOPES MATARE FOUNLTO BE UNTILTHE PROBLEM IS CORRECTED. 8, CONCENTRATED RUNOFF SHALL NOT FLOW DOWNCROR ALL SLOPES UNLESS CONTAINED WNNN AN ADEQUATE TEMPORARY OR PERMANENT 9, WHENEVER WATER SEEM FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10, ALL STORM SEWER INLETS THAT ARE MACE OPERABLE DURING CONSTRUCTION $HALL BE PROTECTED 50 THAT SEDIMENTLADENWATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING ALTERED OR ORERWISETRMTEDTO REMOVE $EDIFIER. 11, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL ADEQUATE OURET PROJECTION ANOINT REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING $HALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TOME GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS EARMENFIRMAVBEUSEDFORME 13, WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MOREMAN TWICE IN ANY SIX-MONTX PERIOD, A DFMPORARY VEHICUA STREAMCROSSINGCONSIRUCIEOOFNON WNBIEr MRIALSHALLBEPROVIDED. I4 ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATORS PERTAINING TO WORKING IN OR CROSSING UVE WATERCOURSE SHALL BE MN. IS, THE BED AND BANKS OF A WATERCOURSE $HALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, 16, UNDERGROUND Ull UNES SHALL BE INSTALLED IN ACCORDANCE WTM ME FOLLOWING STANDARDS IN ADDITION TO OTHER APPUCABIE CPJIEMA: a. NO MORE MAN SW UNEAR FEEL OF TRENCH MAY BE OPENED AT ONE TIME. H, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c, EFFLUENT FROM CEWATERING OPERATIONS$HALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT RAPPING DEVICE, OR BON. AND DISCHARGED IN A MANNER THAT DOB NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSIRPROPERtt. d. MATERIAL USED FOR BACKFILLING TRENCHE$$RI BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND KRONOR STABIIJunON. e. RESTABIUUTON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH TIME RKUUTIONI I. APPLICABLE SAFETY REGULATORS SHALL BE COMPLIED WANT. V.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSE PAVED OR PUBLIC ROADS, PROTMONS SHALLBE MADE TO MINIMIZE ME TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT ISTRANSPORIED ONTO A PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE $HALL BE CAAANEOMOROUGHLY ATTIRE END OF EACH DAY. SEDIMBQSHML BE REMOVED FROM ME ROVI BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. $MEET WASHING $HALL BE ALLOWED ONLY AMR SEDIMENT IS REMOVED IN MIS MANNER. THIS PROVISION $HALL APPLY TO INDIVIDUAL OEVELOPMBNT LOTS AS WELL AS TO LARGER AANDDI RURBING ACRVTUB. 18, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 3O DAYS AMR FINAL 591E STABIUZANON OR AMR THE TEMPORARY MEASURE ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUMORM, TRAPPED 5EDMEM AND THE DISTURBED SOIL AREAS IMURNG FROM THE DISPoMION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABIAJZED TO PR EV EM FURTHER EROSION AND SEDIMENTATION. 19, STORMWATER RUNOFF CONSOERABON IMCI9) PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT$NES SHALL BE PROTECTED FROM SEDIMENT DEPOSITOR, EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW RAZE OF STORMWATER RUNOFF FORME STATED FREQUENCY STORM OF 2BROUR OURATON IN ACCORDANCE WAN THE FOLLOWING STANDARDS AND CRITERIA: a. CONCBNIRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SATE SHALL BE DISCHARGEO DIRECTLY INTO AN ADEQUATE NATURAL OR MANMADE RECEMNG CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SATES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM. DOWNSTREAM STABILITY ANALYSES AT THE OUTTALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED, H, ADEQUACY OF ALL CHANNELS AND PIPESSHALL BE VERIFIED IN ME FOLLOWING MANNER: (I) ME APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER MAN THE CONIRIRONG DRAINAGE AREA OF ME PROJECT IN QUESTION OR (2)N) NATURAL CHANNEL$$HALL BE ANALYZED BY ME USE OF A TWO-YEAR STORM TO VERIFY' MAT STORMWATER N9LL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BAN"; AND ILL) ALL PREVIOUSLY CONSTRUCTED MANMADE CHANNELS SHALL BE ANALYZED BY ME USE OF ATENYEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP AR BANKS AND BY ME USE OF ATWOYFAR STORM TO DEMONSTRATE THAT $TORMWARR WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND waterstreetstudio nndxnpe.mnn[N UK I <—I EngmeKUP, 4.BEMain firm 1Nag$Bv) CBa,lu�nr�lt[. VA v9o[ I NOT FOR CONSTRUCTION Imfessumiseal ALAN FRANKLIN projectrmna0s L IN APPLYING THESE STORM WATER RUNOFF CRIIENA, INDIVIDUAL LOTS OR PARCELS INA RESIDENTIAL COMMERCIAL OR INDUSMAL DEV ROPMENTSFWL NOT BE CONSIDEREDTO PE SEPARATE DEVELOPMENT PROJECTS. INSTEAD. THE DEVELOPMENT, AS A WHOLE $HALL BE CONSICEREDTO BE A SINGLE DEVELOPMENT PROJEtl. HYDROLOGIC PARAMETERS MAT REFLECT THE ULTIMATE DEVELOPMENT CONBNON $HALL BE USED IN ALL ENGINEERING CALCULATORS, prcje Team L ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS MALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL CHENt AND BIOLOGICAL INIEGRM OF RrvERS. STREAM$AND OTHER WATERS OF THE STALE, UMANSKY SUBARU OF CHARLOTTESVILLE pgectname UMANSKY AUTO GROUP dent 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 projectmd'ess ggecinumber WPO/VSMP project F>Mase JULY 27, 2021 Mate date 09,3121 ADDED NOTE AND WPOp re EROSION CONTROL NARRATIVE sMet title ECIO] EX. OAK DOUBLETREELANE 1a'wEX. OAK wA..s waterstreetstudio A-wnn' 10 EX. MAG Tmomrrveuenmm 1-�.02 ( 1 s W&, oa/u e. aoz aozaur EX. OAK landxape a«nnenure <inl engineuing ea<ne' eslwesn as K e. ne CB=AW"X,tl g&elJ�r x/ Irff Main 51.n11Kagy9,)) Cna,lurnrll[. VR vgo[ oft/C 7"82s EX. OAK EX. OAK EX. OAK EX. OAK m R a EX. OAI�z➢ __—_______— a. DRAINAGE EASEMENT / ✓ — �� r (D.B. 2721 P. 145 PLAT) EX. DI.000 FNC - r MAPLE \\ 1 TUR //5�� \ • % 1 °�' I• \ B P T MU S TFE \ CE, P. J 25.000 SF LIMITS / �w � l l I � \'b 2%CONC. RET. WALL . , MODULAR CMU OF DISTURBANCE f `. I I --—�------- ----- —EX._ _----- __� >MA_n__ __ LL TO REMAIN—�________—___- / P ^ E%.OA� � EX. DOGWOOD 11 �n - _ NOT FOR CONSTRUCTION �.7 \ , ALAN FRANKLIN a{ raaw.r/./laa,//x / ll - - / s, -• _ � a /.,,,. ..,. ' ...., afr ourro��./,.a.a�,-r wei +� EX. OAK CONSTRu µOweaTRnNCK 1 / l Il / STAGING AREA EX. CI / i / \ \ I zJ (4) EX. CEDAR s/oernmvrrJcxmur ggectleam COVERED CE 1 A ..w .z II '® / CONCRETE DRIVE / y, /f ELEV.428.30 EX. BUILDING ADDISON ar'fO'isiav�xr�n/^v / I FFE 428.40 3�CSW.P cw.r g, {°\ F EX. ELM I 3 E%. Q I l CURB INLET !'�� MOLnlEVE PARKIi MAGNOLIAS I - PROTECTION. TVP. GARAGEANDBmZOING ^uOA1E RPF1"OS r[*u w .. IP 25.000 SF WARS OF vvw 4. Ai ti="a I rlj DISTURBANCE II '" REROUTE Ex.�wl� SEX. UP „II GAS SERVICE wnnuweramree.'rva, p,/ UMANSKY SUBARU OF CURB INLET PROTECTIONTYP'Z91 I EX. ELM oirz s`r'i'iaevi w g I avw , . yl D CHARLOTTESVILLE + o )51oRI Ip / Jri / '�> A E%. SHOWROOM/SERVICE428.40 IMF 8Df IF / FFE 428.40 IMP 05-68D4 IY I ,emu ,P vLxare c/nnuwe ,r,.enrEr/ I l j PARCEL E l / 6.13PAC. _ ) �(2) EX. wn.e're Davin rl 25,00D SF LIMITS / / k I� _�_ MAGN IAS OF DISTURBANCE o A V / I '� t,.�r �J�,'e w) o, EX. MAGNOLIA EX. CV .�' wmromuou�a'no 'a rvi RE-ROUTE 6" / A4 3° ACSA WATERLINE / COVERED / II7 A E oou�lnao UMANSKY SUBARU _ CONC. PATIO / '•:/ I{ _.E%'- «x-+z r11 1 / A ELEV.428.4U _ _ - i nry ;/ W,P J➢..:3,cRn>F' OF CHARLOTTESVILLE �• A °rz mks wtiµre l��ogqvxxx�i�eNe�� Pmj dname /EX. ,rN 1`eo,ep .,...b //'Yma_EP-�e/e r/ UMANSKY AUTO GROUP \ / .n.fX.0 c X. V Yrw .,a axezryp aTmt �� 1 / .. EX. UP / s ai �1 960 HILTON HEIGHTS ROAD f (PA KIN LO ) ¢v \ /� w/i ,rrror�'are.,�t/a/ ectae�s _ ✓ / F ravE °i CHARLOTTESVILLE, VA 22901 D G \ a„ svru« UMF EX. UP I �T�^ �.�w'i�w� w/i,rrrorrrove DOGWOODS 'Z1 y� PAR LOii J_ ��� / e '.a ro - /�v_iP___ ��/c// pgecinumeer NATW2e'W EX.PLE o-r •ar'�{(��G�G— c.A—G—G— i� GAG—WrrverC+'�G / FI— 21.13 na/ .,.t,' x. E(M. 9 Z /j WPOLVSMP R RO TEE '; r)r i gged Mme co mP: sasaz ASS RVIC / We/rrcrarsraleral 1 I amr ` `I r�,[sv* r„ �� �� / (3) E . R RQ TE b" (3J / u EXELM JULY 27, 2021 SA ATE UNE,�- E S / sseelate 11 1 `P p %3% eru p € 1 iffJ EX. MAGNOIAA$ / �� as —T auvuv // cis— S J=r_ — TP< WE—UGE�— ` —vim 411 21 Co. C6--N pYW 1, 076.21 COIJM E RPAINfCCl)ieieCOMNMENRG PIAN OHIA=dP-1 r8" .-- _ — z EROSION& oxu- -oxu �a1u _o118�= a oxu --NqL oxu-� oxu I , �*csss�iv= ` crre�cv ssrzn:s�g OHu Hu (7JEX. FILMS pxu m oxu(5)Ex.-.TQq nu _ / ,/.w' GHN— 0 FX.MA�LYe POP 1, 3 —ox°� Hu SEDIMENT CONTROL w Uw PLAN sieet title m na L/.SS""OLROUTE 29/S.B.L.) o,,, ,s•ac �noi i p oa,r mx i2n/cn SEMINOLETR lL - r+ v^Rueu wronr.vw G o�° EC102 ,taamde/ Section 5. Stormwater Management Plan (Provide a reduced 11 x17 copy of the latest stormwater management plan. Do not reference only.) Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County OF I E%. Oa: DOVBLETREE LANE LHIUBLElREEL4NE B.ea Do' Ee. A- W Ex. OAK 7CEL 68D4 A.sDw' ' rm orLmirA.gr•1•rr A-eosr' A' 1 T••6'U= ep01 TO ,N e• ,n, . •e4..U= R., )� �, ,, De_ a ;_ Pu) w a t e r s t r e e t s t u d i o 1EIGHT$ ROAD c.u••' I We r•E Ia4• moll pe ,nr a 11n 'IF ' wrr Y VIRGINIA cfi.xae•20o.1 ce-nro4°aro m IaNdxa rnnum <Ld eo DELTA. n•m'xe• rnLao-ar• 1tlYi00e� DE$IA=p><ro16 T y. EX. OAK E%.OAK EX. OAK EX. OAK pe a« ni gineuing 20_ ILN OAK aE ,um Ir6f Main S„en IM.agyev) Cna,lurnrlr[. VR vgo[ I:ONiOVF NiERVPL: [ � _ _� NAVD '88 VERTICAL DATUM •i. •w - •emne •uo,a,a Y7 M?D •+ " 1N , / / — ` { -� �m.00ea.m "° •L•TrY , ��:.[ � F-f rw� / , mw (/ p.rn ( wm ( r�?;� r SilileE'r PR DEV. AR TO O ' r ra r� EX. ' X 6' FILTE RAS 1 ' •/ I �• POS DEV. AR T O A \ rR DEV. ARE TO . I / r r y D.A.D0 SF IMPERVIOUS) L y� I A '•15.650SFIMPERVIOUSIE AlPN E%.6'%1.872ERRA t � �•�_ I 3 \ E%.4'%6'RLTEF s fe • '� 1 D.A. = 11,8]2 SF \ I I \ i6 D.A. = 13,892 SF Ate, \ u•r \ y ,. • (10.025 SF IMPERVIOUS; 0 `' \ I I A�-- - _ I --- / . 9,0L5 SF IMPfib sB� Y I EDwA, �\ i; \ EX.OA _ I \ \ / 0,,, �;e, / 4 " o \ °a �E _ ` a ?Y NOT FOR CONSTRUCTION ,�4, I ' t •»[vn» v rCE40 ^rye n ' \ � I� w'ftir` irT �e?4.� !� r 1 �'.Nao tit n vn. W'essuml—I H YY • =a O/ ew • I ; '• + _ _.[[.a. ,r =` \ 2 l I /�� - — r [\rur. AIFA�NKLIN qq G`� mu �• '. a/ � � I l EX. CJ wq +teem Al EAMWNT w l � • ' rI L �a can ws • 8•a4m / / Q II e AC i ♦ I � - - b rr'a u• Nam vxcrn m � � l �_ � .r / axim � I caxc dbl s. / � • � can --.'•_ II - •nV \• EX. UP TMP 6D-N04 t 6TORY POST-DEV. AREA PRE -DE AREA r5/011 PARCEL E zL ,4I 961DK 11ULDND Q TO EX. 6'X6'RLTERRA DA.=5,887SF // / / ee/eeaui[aNc jl .6.139 AO. • / TMP45-6BOd TO EX. pY X 6' FILTERRA '� I . (4,311 SF IMPERVIOUS b / PARCEL E II DA.=6,488 SF / I / 6. 13PAC r ,• FIMPERVIOUS) �" / �. _ POST-DEV. AREA POST-DEV. AREA iO PRE-DEV. AREA \ /CFI k D.A.=2,105SF R. 6'X 6'FILTERRA DA.=2,105 SF fGMppI/// �J (1,49]SF IMPERVIOUS) D.A.=8.256 SF I' I (1.522 SF IMPERVIOUS) % \ °� \ /i' , EX. CV (8,012 SF IMPERVIOUS) M o , •_' o i� — UMANSKY SUBARU /.•.0 I .',.„» .,,r oO - a�croa - - _ "" 1 _ � ,� OF CHARLOTTESVILLE /� ,[ er.[m[ _ • - _� - - - - - - d // ` u l _ — — _ .. / — `. = EX4 pgecteame »�. a eew A [•aa N, onVVY�,J\\ t ` a .•.,FX. C c X, V EX.V UP A UMANSKY AUTO GROUP cf elect _ ",j �•�Ee /X W upFE• �i \ \"¢\c�+�/ 'rJ/ /rw / (PA KIN LO e I r� 960 HILTON HEIGHTS ROAD ANxnLr _ - I'�{/ ,N. , F Q 1 �eetudIcineu LLE, VA 22901 w �®. 'N'.z+.0 EX UP �`i EX UP \r -�• l/ (P KI w (PARK LOT —w —w rwAN•OE .,.� — ..x[En -, r•:r o •.s `r � \ .»ir � ][•N 0 IO 2fY 40. .✓ma.. EX. PIE �i . ru � � w���Gy0 IV 2(Y 40' � 0202100044 VI o /•.,M 6 1 '•.mgr Num r � P ••R PRE —DEVELOPMENT DRAINAGE AREA MAP POST —DEVELOPMENT DRAINAGE AREA MAP WPOp SMP AMENDMENT JULY 27, 2021 s STORMWATER MANAGEMENT NARRATIVE —.te £ VSMP CHANNEL PROTECTION CRITERIA 8 FLOOD PROTECTION NARRATIVE THIS RE -DEVELOPMENT PROJECT DOES NOT CREATE A MEASURABLE INCREASE IN PEAK STORMWATER VOLUME OR PEAK RATE BECAUSE THERE WILL ONLY BE AN INCREASE OF 127 SF OF IMPERVIOUS AREA ON THE SITE ASSOCIATED WITH THE PROPOSE SITE PLAN AMENDMENT. E THE STORMWATER OUTFALL FOR THE SITE IS AND WILL CONTINUE TO BE AN EXISTING 48' RCP THAT TRAVERSES THE SOUTHERN END OF THE 0 SITE AND THEN TURNS NORTH AND PARALLELS THE U.S. 29 NORTH TO DISCHARGE TO THE RIVANNA RIVER. THE ORIGINAL (BROWN'S 2, W.0.2I CO. REVIEW COMMBi6/uGHTING PUN I AUTOPARK) SITE PLAN APPROVAL INCLUDED A CAPACITY ANALYSIS OF THIS EXISTING PIPE SYSTEM THAT PROVED THAT IT WAS ADMREVIEW EQUATE TO 1, 0234.21 COUY SITE COMMEM 0 HANDLE THE SITE'S FULL BUILD-0UT RUNOFF WITHOUT ONSITE STORMWATER QUANTITY MANAGEMENT (DETENTION). 8 WATER QUALITY CONTROL reVN a (SEE ATTACHED SPREADSHEET) THE PREVIOUSLY APPROVED SITE PLAN (BROWN AUTOPARK) UTILIZED FILTERRAL O FTWO (2I) N UNITS TO E ADDRESS g SHTLY REDUCES QUALITY. THE PROPOSED BUILDING EXPANSION REQUIRES REMOVALOF TWO T4' XOFILTERUNITS AT SLIGHTLYREDUCESTHE CONTRIBUTINGDRAINAGE AREA E A8'XG'FILTERRAUNIT. TO OFFSET THELOSSOF STORMW VED STORMWATER QUALITY TREATMENT FROM THE THE TOTAL TO D REMOVED, NUTRIENT CREDITS WILL WATERSHED PURCHASED FROM AN APPROVED NUTRIENT ENTERO INTOCALCULATEEPRE-DTOTALLOAD(LA REQUIRED, THE OF THEEDEADSHEET TO THE TWO FILTERRA MANAGEMENT PLAN UNITS WAS ENTERED INTO THE PROPOSED LAND CO LAND COVER TABLE OF THE VRRM SPREADSHEET AT MANAGED TURF AND ,neenitle 4 THEN SUBSEQUENTLY THE PROPOSED LAND COVER WAS ENTERED INTO THE POST -DEVELOPMENT LAUD COVER TABLE. C CALCULATED TIP LOAD REDUCTION REQUIRED = 0.37 LBS/VR y (CRITERIA MET UPON PROOF OF PURCHASE) s W100 S ECOSYSTEM SERVICES, LLC IPa AN N SIn6 Sun[ A (1Wxlnnik. VA2M3 5a0.578AM Ad'"Iml Alan Franklin PE Wide al. E at, are Slrtel charbtecoolle. VA 229J2 RE: Nu[rlan[ONtx Credit- Crttlh Product" lane[ IlmamRY store a CIUNo11esV Ilk-weamani AmeMmen[ Prefect W Nllwn Hi aimtl. WdI nNlle. VA 22901 P[oe[I idea Map Parcel IO:OSd9De-Panel E P[iof. MVC'. R2No201R2. Lnk..C: do.ad.o202 Bank AEEms: E2oskamMRoxl,CbdMo I1k,VA229o1 Dear Mr Franklin, we apPme[ne sXe opppnur,ny w pwke a xealt x,auaeui4 krter br � prunes of pnotpXmn br Ne kWe rNeren re r, off article— Tit lN to eeniry IIW as of Mery.luls d. and 40.81 CreH Nn ient Tank e.lhak u9gi pouns a thociaentties 199.1e pounet of NVpeo nce ads cre Cli a5 p akeat a BS arxlapk for nt Crad E Rate entities regA Cia he k 62 in xwrearte lartIM1e CMupe.,a Say W nkfira o, an acc t derve-tM1arye Per,a(VA Cde 4 ff. and :L VA Cod To2.1-EE is are alw t aeV runn a an Phour x9Xery Fee volryea ttannwatn a Exel pmgran She Cove 462.bM 1535I ads 1M1e Vlrgl na set and Watx, 2M,1.deaalean Boae,dateearce Nactua ennwndind andlo.luenFHUV1eM ONteb apprwep on lelY 23,2LO9.to lM1eu reBulate0 eMX4t qutlllYlgbi nulrknl[rtEXs. We can [enamlY a[[wnmNate wu, nations and [rude ono No wmn The of of 9.i7 pounds a pnotpXxat. Flax fee fide to contact us wnX an Reactions. I hope Nt Iaro the opporbNtYW reek, tonther on ho p,o1M $IMPTk. n E[ottrne xMm, k1C eY: y �o Jonathan R. RdM. AOSE P55CNMP Manager-Aulhxnee Repeuntalm MMn rune. .4. the red YnMSM Maeree Site Information tie... w.aw.m.,,, .1 .,. -, Post -Development Project (Treatment Volume and toads) color Treal.11....Area fa—, -s o_n corn: eme wp9n spxm[o,knmN: zou xetasxr. Nord— error en aN mr,x[NJ lot., re—cancrea.do : J _.._ Nrev reardeforearnall do N. arreforence Narrow dard Nlwgen toan Ibb,maeonx I,pote, only) wr«.a.n..+mwr nNnl 2a mnhY.rb..wa M1a aY .Extrif waterstreetstudio aodaepe amhnenure I <iml engineuing a,TEMaln Sedel 11.,,J1.2e Cla,Irxeelic,VArall I NOT FOR CONSTRUCTION goleauml seal ALAN FRANKLIN g je orxanagv ggeciteam UMANSKY SUBARU OF CHARLOTTESVILLE pgeciname UMANSKY AUTO GROUP clmt 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 Fr.Pci.dcJ u WPO202100044 urcj rnu,neer WPO/VSMP AMENDMENT umec rvhcxte JULY 27, 2021 nae cote 1, 09 j0.v ADDED NOTE AND WWR rei STORMWATER MANAGEMENT CALCULATIONS vMet title SW 101 Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Plan showing pollution activities and prevention practices (Provide a reduced I Ix17 copy of a site plan on which all of the following activity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections.) Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County EX. DRAINAGE EASEMENT (D.B. 2721 P. 145 PLANT) 25.000 SF LIMITS - OF DISTURBANCE COSERMUCIION INTRANCE ,B/=11 RACK CE 25,000 SF LIMITS - OF DISTURBANCE RE-ROUTE 6" — ACSA WATERLINE N31B950'W ,Bw, SPNH-COO ICP:24T1 ow. Gr /Fm N F, I I 1iv� g___ Y A=TL 56' S6 r=dl.d5' c-4BPB' rAzwAM' oarA-B➢'LB'19' 8 B � vase S0HU—SHE � 3 a 1 J 5— BE nGv1 STAGING AREA \ COVERED I CONCRETE DRIVE /J ELEV. 428.30 — BUILDINGADDRION FEE 428.40 Tepc URB INLET ^`�-ROTECTION. TYP. DOUBLETREELANE &�x9 p. KQ b#PGI \ z, t mkt AT MPAREZNvEGx9.1EM 1,• - MODULAR CMU $ WIALLTOREMAIN _----__--_ "Bxx`B -- \ __----- ff II 'Al POLLUTION PREVENTION AREA TO INCLUDE IF ON SITE FUEL STORAGE CONSISTING OF A SECONDARY BERM CONTAINMENT WITH IMPERMEABLE LINER WITH VOLUME SUFFICIENT TO ACCOMMODATE VOLUME OF STORED FUEL PH 10-YR STORM EVENT (VOL.) X 1.1. IF AN ABOVE GROUND CONCRETE WASHOUT AREA IF A PORT-A-JON IF A FREIGHT CONTAINER FOR STORAGE OF MATERIALS WITH RAIN GAUGE MOUNTED TO OUTSIDE IF A DUMPSTER FOR SOLID WASTE •� " �•"•arr,—"axo3""-"U'2. xnre/nxrrcramue vw•'",�ANINER Z o PGP1 obAii — _ mn le, OIs orn ll� 4116RANNE, E1 r — — \vruri / /livA rw-r/ / \ qn rvawror. Lwoxm/ \ I nwwmveRterrmul[ .u.m n j/ v � LEOPEC/wz.rAN9 I Ar" .1EBAexFA0 E Us �IT, WGs<PEw A _WTF wrn/wsmr ara N EABUAAA �1 Oucn.1DI avmi r/ CIA P N9�A ALLSE GHCAAA�G CN, .aPm I' ou[n.vBm[a IX� �,•�,rtxAGI G KhP.11 GAFAGEANOBUILO/NG ARAUGFFAN BUEII wrcn.vG A'S"'lIXr/ F / 25.000 SF LIMITS OF IQLA INARS, B'IS ll DISTURBANCE I� REROUTE E%. VEVA �n"A's, / GAS SERVICE sve. REB l I / ANAL' � I CURB INLET - I'' A sr rx .11B,61e11) \ l UMANSKY $UBARU OF avw PROTECTON, I^ RBPM�r llx m// CHARLOTTESVILLE ISTORY IP EX.SHOWROOM/SERVICE BaCKBU lG 1 I • BNs�m% .1.�Nrrrro1 / FEE 428.40 /MP AS-EB04 V vPa,s Axiz.®luaGFN ACAP / i PARCEL E A, READA 'x° FAR,KPr� u' l l / bbb 6.139AC. �I , 4, 114":'v lAll ml GIAe ,ce,.1..Be, v AnrEnr .wlvl / COVERED „ �,�„� a,0 / ftv✓coo'u1Eml; / �N2\ CONC. PATK) �'/ ELEV. 428.40 -. _ — — -eza^- —— �°MATVB4 _-"'� i o�u'Ga.imv/Ear<'.wrErl F FF RAINACEFASEMEIQT" T1 t✓II r — X �bP✓yf= (68T3721 P. 145i — i - FN . '/.,r / // v✓clnxrel /• ��Vm nrel r R R TE 6' \ A IF ,xvrN — —' /s m BE IF IE—. -�_ Iu oxu �IRu�� oxu xu— a16-°— FNU'B U.S. ROUTEZE 9/S.B.L./ oiu:1AOAeRRG/eREV SEMINONOLETBAIL vaauBu lvroB,B/w TE m — _4111, POLLUTION PREVENTION PLAN NOTES n v r / \ f \ // /G / / ME NRON ROALLur,wT.OgRORE ASSOCIATED WITH THE LAND DISTURBANCE OF NI MINOR AN THE SITE AHALL FRE H,B TO THE D6NR6WCEMFA. CONSISTS wNO DEOUIPMER, wD, AND METALS TEMPORSEACrIIGEzvuuMUMID F REMPU clxcuFwsxovm p11x6 PUN.INwDgIgN.IXERE WILL OEFERIIUZER. SFFD. AND SMAW IEMPORMILY SIORED.WO MUIID FOR BOM1ENPgtARYANO ;\ ;/ � I PBMA.NENISENSNGOPNAPONS �W/—N _ E MATERIALS ANDANAEovEGroUFu CONCRETE OEAPORTEREE,,ADV,nPSrERwRSPOSEDCOMMUCUONSTAG -N'—'N �N' �'J1`P.\� Imo^ \�/ ' GAGAASSHOR CONCREE WKNONARFALOCONSMUMENSUAGIEGARRE, ANCENLE, MAGMG A33xORNON IXEPUNALLueOCCUR 6rY.W0 nouGEsxALLOccuRlN mecorvsmuoloN sucwcnREA.uLvwlnE MARRwL. AND EOUIPMNa wwswNGsxnu OccuRNTNE SUPPORTS AREA OR AT ME WANT RACK .MECONTRACTOR BxAIL ENSURE THAT ME MANAGE AREA FROM THEE ACTNVa HOMES TOs®waI X GAG—GImNNr //-� SE DESERTING NBC C ¢. ISECTINVIFERES ONUNOFIR OMENfSCR�SSVEZRL PARONS DOWNSTREAM ME PROAPIXGsp®VAMEMBERS AN TPROTECTION ONBU1NG AND PRCPOE®STEP ORCP MILITIA AND SUIT PENCE PULL rtACREAIAGNANINIGBINSLLYIAOTrO,RN DOWNSTREAM LINE SICRMEACERMa \ PER Ixs STEP HAS BEEN O eEwml avAersvoea. SEE CEwrorvsMP Nvw wresNFCIRl3NOumGrBI RDEMWARN I'!', / C.MNTENCE WAUIYANO OUANmYCOMEUANCE. ' rrs®� tWrNI // /INSTALLATIONa FKABUTUALANCE pICOFA RIOBECp10NVC1®NACCONDII£RTX IIE VRCiNAEROSION FIOBEOIMENICONIROL �•� —��SC - �$_GE�WE—UGE �EUNDeook THIRD BUTON IPRO � DISTURBING mSSBx LL NACCORDANCE Wm MRONRE BI D NDSEDIMENT ENTROLEAWAND REGULATIONS Z •_ -c v+� /' , n— E RNGVEGNATwv BEPRBERVmlo IMUMFno RA=cANDaTUROEDPGR MOFCEsrtsHV BEsna=Jki d -___- _'.r,q�_ -_ QUI AS POIDNE +� A."%'•__Q I KIgKOROTXIXINFORMLTON INgcARDMENEED FOR MCCIFYNGOR REBINDING ADOTONALBROSICN CONTROL F RFSTNECPFRAIORMLLSIREPUCEORMODINTrxEMFASURESM NASPO IBLEMWELLASUPDATETIESWNW. ����—/fix($_`,1� -A, �,�_ 'rI� y L ALLcoNmucmNvwiawsAND DCBR¢sxnu BESIORED wm1Ery CO uwrs of D¢IureOANCE. •m¢-.�� J AF = J ou�r�iocoNDmo�uneeCo NGAPo1wIANrsourecEEN noRMwATERDncxANcs.THE � _ _ /., - -�`�-•• wYruMmurnoN�sll®ESEOiueoNnoeeo APO EARY PORTINIMUS SHALL BE UTUZED DU RING CONSTVUrnON AND SPATE BE LOCATED WTHIN THE DELI RIED AREA. I `•' V� SAMCK 55)°/7SANT GNERINGPOLLUTION CONTROL MFANRE52HALLBEPROPERTY UFAC NR ED INANEREC USS RATING CON INACCORO L WINGED W o"LL—oNu— oxu—oxu— wsPINCON1DENTFYENreoLIGFTHE , o c OHU—O� lNRNPPUCABLEMANURFIMRREEMMENDA,IOBLEN MAwrENANCEsxuLBEPERFGRMmuwory AS PossNLE IO MUNTAw corvnrvuFn EwrcmENasoFlxE _UCT.NEERINGGEFFECEAND. Nu— ORMwArERCONTEOLs. IV s`9 BEING UNUIDI FOR CONTAMINATE DISPOSAL NOT SPECIHCALLY CONTROLLED BY AN APPROVES CONTROLSURE`ME ON SX>LLBEEMMEDNRLY RAISES TO REELECT ALL CURRENT POTENTIAL PpLVTANT LOCATION,, A, BELL .1, re BECE4 RSEA,Err Ri9RIO" AS SPISONF ADDITIONAL MFAN RE NECFSHRY FOR ASSURANCE OF THE PROPER MNNIBIANCE AND APPLICABLE SPILL PREVENTION ENROL. ,H 0 TO' MI' w waterstreetstudio IdDdS(RPR R¢F11!<I W R I uvd PN"MURR , "NEMR"ArtN aH+9f Rl>) CVRMNnnB',SUUo I I NOT FOR CONSTRUCTION Ixotemuml seal ALAN FRANKLIN ggectmanaga ggect team UMANSKY SUBARU OF CHARLOTTESVILLE Pw,eatnaNTe UMANSKY AUTO GROUP dent 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 ggechatldvss WPO202100044 Drgectnumber WPOLVSMP AMENDMENT gqe TPM1me JJULY 27, 2021 d to 2, NP31.21 CO. REVIEW COMMENR/u31-11NG PUN I.Ore I,n26.21 CW MY SITE REVIEW COMMENTS POLLUTION PROTECTION PLAN Sleet Mle PP100 sheet numbe• S 4 PURPOSE "Ace ML d M'Ne. R... wngle.. Rqm VSMPI Perm. Ipilep/ave'.. YumS.'admr TMSYFPPmruaWB. WtlrMbebmrea lo. ppwna nabm ne wMn [mead qan. an emawa Yo neonatal qra dayPOIYwn Ir.nM4r Pw IPPPI In np/ekY Iew aman and day m ..la.UL w w{aMMa TMgn la Irp«Iwnp dq.Mbn Mmd•.MptaWll .Onto pralFa T IM •MR mWleaM mgNMnMa.M upMa w MG.w•rY Aq PPP r.ylnlMa M IaAaw n M aMa mltl b IrmPrM nb M SM1Pr4 teat' M.VPLSOEOEE mR mlwMtrr/opea Moe lRb )'Form Mmbrwa 1M PPPwltllw Wbrlea were• d n- --e MI no eawdb. Magm3am YTM I.do ode I deba 4 decnar.a. h--....n ,am umn M Immr M. tom 011! .M.xbl na aacMa <^.re ..0 M IMa m Imnlls pauYnm Yl Ydmen«mwraab<.... „ OTHER RE FEREN CEO PLANS n.1 M h.Mto dr r,'p ar nr.r. an.ark.A aa•raOM nlwm M n• .1 day, MAP Pami e•pwwm s how Pmmre . qn of 9brm'a•M wm um d -- done". Memene aria m.ep M mean eYnrkr w n[ara• Mm inw• SNPPP Ina.p•N«e PYno0.Y rr yonfey Bea- aypned SMm.•mr Mruprlwll l'YrYlRgokl oWYn Sprin Penmen, CwYa mtl Cw•wmR•v R•m Bovine OIr.Sn BomeMw POTENTIAL POLLUTANT SOURCES The IWnm'... Ie• between..man he pm amenn adp to an _ema,u not, the anon• bl be0MW n. my, be "-.ae- TaxN Imp[.. LEAKS, SPILLS, AND OTHER RELEASES The cone �i _«rYrre.n. .... m pan b aevem..Y rew«w I -.II w4Rr pay. / The q .rib) II .row .a ..w. of •ra -m•r ......r y- or. .n b b eadewan wvaeewv waN. u� ewer e hee.m / TM ady.0... n.n• id prsnela of mnnnme.navn.-ba-le to If, o.wraw n.1.r and Pn. Ma.nr•, qb•. v^a ek ) .n -am. of ppapV...., but M w.N to yon'. caw Me nn.ae •M afforded d.mbaae..a.M xm on, rme,., •poop .. aef d Y pool. and caw. ew ad, of debate! .,.-,a- .ad by n.wte. of rmbv.ae M . Tl.bybnaMadecPYw.... .rY.arnol . Mm an 0.Y Pen Saw )calm N. A eandand None .n RENMONBTOLOGTgH6 Mbnnan LpnbMl 0.Y Nenthat Laabn byY J .ad Mole ..a- mW MII.ymYr.a LmM.wtl WYYawb ap.., wa MbnIe+MRbwlbbmaPba•Ym M YmWabandoned ed wly va..y a M amlrap M b ne ew Ymr er.Ir N abMao ry / TMaordarewlweta MpM.naErnme. gIOEOlawr pM. •m eM near ear coin. m n Ian M PwnM of w.My m u.nw.•Yn Ym.a.4y upn OmnrY a M MIq Ye b m caw Y! M N.brw drat WrM aawwMdWplMwwabGEOM MQId.a.MM cannel Fnn'IunwrmPlO eLly fount, EywY Inca)sraTe.D laxlmaGaz. J aWubdmt-dreden MnbMeowee. o-rndo W^eauvw WM.w Mw .e. J M rn ..w -nr m noel MwI navvy .rmx . n.ab of • rmmr Me bad I Ad r•wb nWp a.evM• atlnr van Meal worry now rut rmM.M1 wWrm wpp n• mn wire, to morn then.MM4W / mxb)w wea AaMp Lawb.el In.•nr Wab Sa.n OJY.MArbM1I Men,Nalf Lwbm baro•IMn Corn Mn Arr REVdooXISTOLOCATIONR Abody, weembed (MI.MAIeaa /r.anWtlthavabomnw.m... mace.. Mmmvl-a alto M1em abm dw own.... walwboen o- rmakra w ne lea nth wlMlmmMae..- • n al to Co. ad a pf<Fa maaa<M Racme OM ) la ....Rear.. n'rnram%w naNM hatentoodetwoodayeadefeene. rM art.l.s aew tow b. a.pto 1- e.mnn. m. amrnp. d.Jed.,d . nxm and Clamule M1w Mrpe Ewlrep one ton wMaw by u ,dead mnaRy -.. (Nd bkma acac Mad la nea m«. P. pvnwrpwn Wva Td[Plae. N IvxNRm dnnmla/ a[alxYl / Ew Ixtaw nm.pprMrrae uPW m Mmm uaan rnxe M I.Ieme.I ayYae baba ft.. OR. Rn s NM. ApwaJ pbr _ LwmrnaatlN.]A REN61W6iOlOGTNNIB snmm� mgIn erd, a. a Rn Lewwnao-t .aAwO X. .Neap and M u•a. M Men.. M.. an an vM vk of m tom M bbke Yn . a•el. ... eanEMw v nelrr6 M IewM561wbneaddle • / $Jwn[n1Mr.tlN.....nab...b<Man r arw m.P Iwo Iw rw.. Mw a arnMr.wYnmw uw Mmr M<b. yR<onbrnkntNo KIRb Nl. end eat- aPana• r nl day on we madad maapea No bw .a r[eane nyr vnenwe mwnlnvr[e to reel¢ M Uw[e d )ethyl DISCHARGE FROM STORAGE. HANDLING, AND DISPOSAL OF OONSTRUCnON PROWCTS, IIIIIATERIALS,AND WAS ! fel el cenea-dlon aweefe ^ebmb as H.e d to No wrwaJ n Mndam.ew ! They d.nea.. a . tompme. dy edema oath .yn sMalinks, d11l. mw.t xaeo ar..MwMN ey rdl vn •AIM nvn abw Nwrrw Me.wan Ml-a eye-t ednonceode Eammhra.nanadeav nMnahandew. ton M chancem,.pree.m.P a. and .ern ape. rerand a e aadw a <ake-an cad m mbnb l ba nwM m[man. In .-wean ear w man manR..-pLn nrw.. roar. m.w4... <ouw an and e, -) Mbrna e.Eaww m.eRonk w, kb 4tl«o mk•nan nd 1boo laden. na Mm•mc vwMRal. lMi4 as .p . Wno, lam SM-men,.or. b.roon• boy, rtr �m Warp ea ! E VT M1<Iry, nut nea. Wrgnw DPW to they, uuv Moe M apuera waYwEma °^'•"'I LewwabaO•swaAdNYbdday. naep W. Rea BMa /L poyMmbmavW AtAabC mP REUIMoxaro LounaRs Lw4Y•IaM y Opa•R.LU ORe Nw S.a broyaIMe(Yb•r tlmMabn aoaab MmasYk YRW ea Gee 8lewrm FM Wat L[wba•IapNpaMMaY4a•�Emm rramn vdaOwYnwwY Ada Nd yr REN8pa4t TO L0f iIQYS C11• Mwrw Rm Ithe Lawa[a•IaOMkew.alW14.•Y Ower.`M•) A•1 boar ofeadua NwnnwY ! Paee.1..'re,. aw rot wwem.nm Ml.pay eavene, aawy.m dbrl a wrwe. 4rb[ww. and. !neapaowees 6neaemennw.w.,..rn ! (A., p caw H4, HIUMq Waeb rrwYMw paean.. the nea a.awa. ."oh v«na NnmYndon-Pmadll«rmme e en. ! &AN. anW p4Mn b Tum.rlwMp M uP[M a enw pnM.n AM.Oonl mre.ekn MI M -, ao.Jw p M INa. of [anau<U'm u., an ., yo 1 ! oepena.. nth Ha..t.n.-awinonp.Iw ! E-1. va ¢ -. of b v Me eww.w vaYCW hem a.- m Name - DISCHARGES FROM OTHER I.OTENTIAL POLLUTANT SOUS ! Oewye the eMr eel dobboo p o tat don,son. flof i mn p a1 nd al a- tot mmm n mnr M .ad..p.a M«Powb PoYMtEo.v LabnaWPobnmI PONwISwrda !Anmapenl mr.E. cam Mn. w•..wpJa meaner.).MP .na Ma . rwwraY..we'emn M . dea'mp. M of y.a Mmm be M LFaa Smw.n rpuM b an. Sdu Ranam Cana «w 4aJme.aw ISPCCI M ! lM a-, el mnm•n.a mN nor and wrel .rwa amp Warp dd menu we fNdowa eybd .m byrmnav m oof .ePp a.. dIpnmewe DISCHARGES FROM CONCRETE RELATED WASH ACTIV1MES ee umm me eel wwrea move el mlnam evr arrm =Anthem avdo, ywl r nm�wwom w.wnand .n wino le. brw Eva 1-111-,ae- amb.wa alrsbamw. m, n4y an. Mwee1 E.n I..D -1 nea admat"w agaP m Mam raw aX.r. de o .Mo.. steno Als el Lwaarltl(MwbtlAIJW Atte M nM•1. ofed REN81M4TOUXhTIONF soon n Dever• We fear, a. La.mna0./wMAlaaY added,added,Mb FwMw nW b tl.mY4 o rw Ir1aw rmOuiQ e1w M ewmR m k 1raMwli/lIN 18' MIN. MIN. te• MIN. hat iV MIN. i SECTION A 1 �belel J_ deg Hn MY S'MIN. sreslE DErAL area o^+bl .er a�Mpj r SECTION R a. •M. II LealMn 8' MIN. SECTION C CONCRETE WASHOUT AREA NOTES r ra.1-11 torn M unto. to m. a aYn wmn on. n nee hpmhw. manna b MIwRvatm.beeaWwmb•ayere...n ., / a. Mmp man MvcnoM my ReW.(Z •beawl«wna.. 1. ! rt I cruet a•n[ml o rredderSmraxarsew-.De aanad I... Maven dd. 0010we «MM aea A'Comw 1.1 bP -b be .1..1. 1. IM of be wean'.1, ,a. bP mni M n0 pnan can x of by a' nM DISCHARGES OF SOAPS, DETERGENTS. SOLVENTS. AND WASH WATER FROM CONSTRUCTION ACTNITIES SUCH AS CLEANUP OF SWCC0. PARIT, FORM RELEASE QILS. AND CURING COMPOUNDS J tested kdabees emaRN am [anmucton GM over men .crape km ewPmm rummp.mm wa.n rn tlwvwMand Immmnwe M'andal pWw mM wamate ofoflaw ! iM IMiYC aw n•w. mwM m -harwe et pbra• M •bm dmr nbm ptlw, e6van dca eeamY W rw Nwbn 5p Na Eonawebwrw 8rymepak aMwM rand e a ded by MME. dead rmla . deal ! rM d. o ar tom M awlVma m wwwtl M 4mR tl wRs, awpmA nlavn, wawwnnan. oat. ane.mp Pw Mw1 e LwwwllNa0.awwdAwlU Apw.e an D.e wn.rdT� REMaldrerD LlxwnlX.. L:nMYaGsubq A..fY laxedderrb ! TIYa.mrw.amwrrmR Mewmw m p. awe Me.tP YaddFrml .m1m pweaMnMnv wameYw e" TM <mbmnfba e•hvxw of to aq[YN aN mrY M wXepaa IY d{wa b/ . wM txM a dxnmgd to M [«r[w of war !b J.mbMlwmr N. anneau-le M.awwanlor 1 w to deal[ w ea awn en.a ra.� anweY �W..Yde l a, eeaw-.an��ev�ra .oe•a1). , pprma4 kgMwlsnn•M+•Yewno rrvn ve.nnry nerR ad.oMNalo Rwdw M .awe. tkaw n war«poa IO M •na«Y w.« DISCHARGES OF HAZARDOUS, TOXIC, AND SANITARY WASTE J wabobw bowl of a..-b[d.m wM«r H•ww to ! The aw.w a•w tow M caw In ...tow M below, Mm Yam can Sawn, on.+.r Yw ton. Mt we Imo.pw.w M me E.minm«rnl n.rygo- ! Tk acute rw tow a aalgana n wnm he,., amnrMu•. th- ! ^ E•..., m r eppmP+•n .,n, onedamuwa Mere anal 0.bpayebeho' IeWl4ybehe dad-••lN yonal M b¢waw Ltpma own REVISIONS Te LOCATIONS Sm..r en' Low.aM•IaM4kba Arwryl4mrp lb..MY ar PYn WaMrra4wrMl.r Y¢wbw Inla.ls cite O•Y tMn p f New.. LmbaEUaOtldW AwNbpba•biY AMovN RE SI TO LOf TIONS O•Y oa^^On M^ 6nwt Le.NmIlaOMbYa4wlY4pweM b;e owr•M•1 4p.Y ! Lm.i caw Yal . nwPnem uanrM. o prbY Rne .Na M nmwmkM 4 wpwrp el NaNeua mYrrw. .. eM M MY b IearWernewYY ! Now mrbb M Dryad ppdnl YMI tan M .1 Fabw m.mbaM aM• ramin.rmw rmu.a a mrm ! 5[n.duY predk pmnbann.aamxwa.OnPr•a«•aY ! Ospr d n brem•w n.naNaniM myenl awn Tne of..onn em., eann"aye SWPPP. MdRea mWprMuam Me[I Cn�.npwe.m wfy'.1 e.LdNPbdwAuwmwvdlw pe•vnareprnMw a be .,a conaln[am PRne, . cMn.nmpec«atbm� r Chn^p� nme: ye It..Iey-non.poop,aMn.1of 1a -datbd m alclMpdanoY to bssn ePadptlYmw .1 of nd aWeuadnM Vent. ere- w tordana• nry mambea drralp eryMne d nvewpnan [ RaaJ myM wnaRaA wHlM1aa wnnminwa.tlatam Nara a8ab. MeaenmJ•alYpa le to SW PPP NS wl aJMbl m MaM1ep aNd Jdrn.Ianww aMoen.n rl M maoyww mMhaMrWmR.na rewbe awwvR m M MrrYaapm w MO. me rm neap. mml Mr moiled tutor ton ocean 0) aYrbM daa bale, apaeN on, n«ewe mmmcwmeaavlwwa J eel teat meat 4 M AarJwa.r. Mrm deboar rovmom . byalplommw p. Y M mM nMiPM tlnnoreatooneopeaf SWPPP UPDATES fne[wrmM•1Yma ayboadeSWPPPbl. J A of .r a•w wren 1) ., yednp coop of 21 corneua- aFM mref or P«mvend, - on . been a Ne Me and 11 M.WM tea, J pmrmwater ee maleYmmIOM emonat SWMP / Awn.va ewe rennea nea Y.... wa.. m NMn AVPPP or.rrpgrn r.wrmmeen.Nry. J MnWerade aye m bnpo U. aye of coat M M Werwr. do a.w m Mad v. N ea - no Ml�enJ Npx coed aver e.N paP.p, and he J tde., r me [onmer... atom mble-toed of pry PaL40aWarP M wwM(Y Narbwle aye synnon0Ub Nonuan,,ow.bonrba 01 M.a.em.laemdaa•em. OPERATOR INSPECTIONS The apenblY Ichol ya- nb Nee. M rmpwaa, d to PvmIM Ito- NYM-ra aMM.er ma wxnea pmvnnx rNenM'lea Tn.1fbMrme HIM wn4[eN (sMw erw aye rmwrvrp -than) BaYrmM wwiwr.a)mrPn.w dm..d rbr tow ot en (sl Mwrw. cry. xbm W nn aenynkbwp mMMM.wMwm.wm Mw tow MNw M crap[' onmen,a, ton to ., I. me .10 aw two you [anduda'r• awhe ,Inc opvY.oial Nw rewme M nWro m[peRn Xeounry YlrrOrreE The opta In of prance 4 mrp. 01 by p«maed ...ad •wmor b .a •nmrnnw ofYI rayvamm. a M Someone,PoNoono Rwna vam Pw (Ewen and SHrmml Coned of Sbmnad, Yngemw put,. bolo n RewMm Pln 1MCL nwmmer6 off, R.ba or me naead nepewn. mad, M n.rnrmred me treed n to neaten CnM 1M W WN PnvnY na nr.waPa b M Cbnw InpaMn al pwgedmbn,.1.1Mdq mduumwmdw no a nma[done ANN,me wMk1N ma ne.. Me Io womenawa3 an4 ardob Mun. Me ear/ beKKMn aMr.m neap)' rd dl«mrnaMemaunr am mpmda,w.ead rn the suvaP ne na,menmd rn e..mp«alen,nan Icart'p^dapenallyala that e have been M Meted by me, OpvYw to carol lmpeeSuny, of me MrmMa a.. b aMJ^.e one:mrprnnau�.pamimadrardamn and c anahllme win to awes eel at to Wetted we W lM CMdmnY met cW N mMn aOmrHwr.u.ldy end mYM.y', d .11 onto the elkclwmaf .tan, a, --end cad-. wnmol eso tom .......offiec"dnso..mw.." elemental uum.I.M nea 1. ealle t. aa... e.an I canduclrestal nn a cwNeaewM the M.uenry noel above b M OPERATOR I H.PECTIONS mmon of me ...I Name IPM) sNnJo. Hbn. Om1AMwlw ACKNOWLEDOMEN NMQardem., IMe uMvadedba pea nemmMp Ina lawmne aye WMea pWlnp t a-prepnw nam, -a tell ban - (nothal Mba.a o.Pteen neaten- n1nh,e u [-^allon aaye Genera CpYau[Nn yeared CP1 Me M So mvxv POAvop b eeeall Pin (.>YPPP) nW M IPMIrN ew lowmerna M area nW ae Wa.IM Me netewvy eowl/wRal plwe atentedn.. Gcp bl.mnaW Fabwwe, ve'e of urrael of of w that Lw nwe read and b. wbe. l.y.eald tom M Rave' (mean mla waNlnl a.roa qn. Rwv.M Ilwlpellwlt pn. pobbn pevwWn M. TMGL palpant NHMeYM IFweemmb of I and GCP and MI M Ybm6n Mlew K b M Mtl tl mY rbwaP mat pea Me, .,.a .nave n tlIm• of gal p w for ebnl.11p re n�mN.vl. zt.a. puaN." al Yea vrlaqummenlllw...MMm And uloona.a Mw Me .re-mm,Nn,ero onow-, ME a -drool. and a.w a be Pfm and XPand to rmp • .M ma .... me permmea Ne are away. of to -.a-. al renpnemml. al M Saff n. GCP aver MMe WIMIY mat all eewn- and I+ Irelrklpa N to SNTPP na N.a w A of a o m apt adr Gco eel yn mbandolww m ane.We <ro na�n cameo M GeP Propsooprmm we mmrlanoee crap moos eawxa Nr.bnp ma Jew N[teYnp Wr yy ae •M1 re.wntlle Yew N mnmde or Werent nY axlreW ^ ^onMn of M SYPW ntlp GCP Vw-nothel dma d a del-ty qM D.patmnl of Emmnrmm.-bdl I GED) of ..on xM m. and. Wear Carnal Irmo. totnspmat .n e .e mmal« l w carer.we , n e nwontln pool to [ to cobquY Mean' canbeco.ad-110 to I .Y..N.Aloof woe. the DE.N, n thou • A..1--n .1 moth".. 11 ooap.ml Jan- .. wM/ toneen, e In ^on a v+d nd .em.b. ax. era 'emoten a anyxnwr . afeemn doo. enleMMcab aceencen". w.M.blMrdL p. . C•nwnntldr.Nryoaap1u1w4M1w Mr10utdT MMlyMwrbMw nda.nx pbnw wawMn wearer. m.vAcpsmw.o OpFARTOR a N.MumRl &p.mn Celad�p.MYevir DM. waterstreetstudio landscape arehrteaum I nal engineering OwEMxn ArtN .H+9f 81>) Cb,Mnnnlie.VAv,eM I NOT FOR CONSTRUCTION prolemurnl seal ALAN FRANKLIN ggectmanaga pgeel team UMANSKY SUBARU OF CHARLOTTESVILLE Pgel name UMANSKY AUTO GROUP clot) 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 ggeciadcml WPO202100044 ggentnumber WPO/VSMP AMENDMENT ggentymcom JULY 27, 2021 ¢we date 1, M W.2l ADDED NOTE AND WPOM mwe POLLUTION PROTECTION DETAILS Aeeii lie pp"101 .n Pollution Prevention Practices: (1) Clearing, grading, excavating and un-stabilized areas — Utilize erosion and sediment controls to prevent sediment laden or turbid runoff from leaving the construction site. Dispose of clearing debris at acceptable disposal sites. Apply permanent or temporary stabilization, sodding and/or mulching to denuded areas in accordance with the erosion and sediment control specifications and the general VPDES permit for discharges of stormwater from construction activities. (2) Paving operations — Cover storm drain inlets during paving operations and utilize pollution prevention materials such as drip pans and absorbent/oil dry for all paving machines to limit leaks and spills of paving materials and fluids. (3) Concrete washout and cement waste — Direct concrete wash water into a leak -proof container or leak -proof settling basin that is 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. (4) Structure construction, stucco, painting and cleaning — Enclose, cover or berm building material storage areas if susceptible to contaminated stormwater runoff. Conduct painting operations consistent with local air quality and OSHA regulations. Mix paint indoors, in a containment area or in a flat unpaved area. 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. (5) Dewatering operations — Construction site dewatering from building footings or other sources may not be discharged without treatment. Sediment laden or turbid water shall be filtered, settled or similarly treated prior to discharge. (6) Material delivery and storage — Designate areas of the construction site for material delivery and storage. Place near construction entrances, away from waterways, and avoid transport near drainage paths or waterways. (7) Material use during building process — Use materials only where and when needed to complete the construction activity. Follow manufacturer's instructions regarding uses, protective equipment, ventilation, flammability and mixing of chemicals. (8) Solid waste disposal — Designate a waste collection area on the construction site that does not receive a substantial amount of runoff from upland areas and does not drain directly to a waterway. Ensure that containers have lids so they can be covered before periods of rain, and keep containers in a covered area whenever possible. Schedule waste collection to prevent the containers from overfilling. (9) Sanitary waste — Prevent the discharge of sanitary waste by providing convenient and well -maintained portable sanitary facilities. Locate sanitary facilities in a convenient location away from waterways. (10) Landscaping operations — Maintain as much existing vegetation as practicable. Apply permanent or temporary stabilization, sodding and/or mulching to denuded areas in accordance with the erosion and sediment control specifications and the general VPDES permit for discharges of stormwater from construction activities. Apply nutrients in accordance with manufacturer's recommendations and not during rainfall events. Issued—10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Grading & Stabilization Activities Log Date Grading Activity Initiated Description of the Grading Activity (including location) Date Gang Activity Ceased Date Stabilization Measures Initiated Description of the Stabilization Measure (including location) SWPPP Modification & Update Log Modification Modification Prepared B Date Description of the Modification / Update P y (name & title) Issued — 10/2019 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County B. Sources of Pollutants- Incatinnc and o «: Pollutant, or Pollutant Generating Activity Location on site Prevention Practices, Control Measures Pesticides (insecticides, fungicides, herbicides, Used in landscaped and turfed areas Minimize use by providing routing rodenticides maintenance and upkeep Fertilizer Newly seeded areas Follow Erosion and Sediment Contol S ecifications Cleaning Solvents Equipment storage/staging areas Minimize equipment cleaning in ro'ect limits Asphalt Parking areas and roofs Provide stream buffer and filter strips Concrete Curb and gutter, buiding construction Use Concrete Washout Area Glue, adhesives Building Construction Store in dedicated Material Storage Areas Paints Building Construction Store in dedicated Material Storage Areas Wood Preservatives Building Construction Store in dedicated Material Storage Areas Hydraulic oil/fluids Leaks or broken hoses from Follow Response and Reporting ui ment idelines Gasoline Secondary containment/staging Follow Response and Reporting area idelines Diesel Fuel Secondary containment/staging Follow Response and Reporting area auidelineq C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant, or Pollutant Generating Activity Location on site Prevention Practices Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and Plan. Dispose of clearing debris at un-stabilized areas Land disturbance area acceptable disposal sites. Seed and mulch, or sod within 7 days of land clearing Cover storm drain inlets and use drip Paving operations Roads and driveways Pans and absorbent/oil dry for all paving machines to limit leaks and spills Concrete washout and Current location and detail shown Direct concrete wash water into a leak -proof container or leak -proof cement waste on plan settling basin that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a Structure construction, stucco, containment area or in a flat unpaved painting, and cleaning Structures area. Prevent the discharge of soaps, solvents, detergents and wash water, Paint, form release oils and curing compounds. Dewatering operations Dewatering sites shown on plan Water shall be filtered, settled or similarly treated prior to discharge as shown on plan. Material delivery and storage Designated area shown on plan Designated areas for material delivery and storage. Placed near construction Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Pollutant, or Pollutant Generating Activity Location on site Prevention Practices , Control Measures entrances, away from waterways and Material use during building drain a aths rocess Building areas Follow manufacturer's instructions. MSDS's attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a waterway. Containers have lids covered before periods of Solid waste disposal Current designated container areas on plan rain, or are in a covered area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ON -SITE Convenient and well -maintained Sanitary waste Current locations shown on plan portable sanitary facilities will be provided, and located away from waterways or inlets. Such facilities shall be re ularl maintained. Landscaping operations Landscape areas shown on plan Apply fertilirs in accordance th manufacturers recommendations tand not during rainfall events To be treated in a sediment basin or Wash Waters Wash areas shown on plan better control as specified on plan. Minimize the discharge of pollutants from a ui ment and vehicle washing Vehicle and equipment washing Designated areas and details shown Provide containment and filtering for on plan all wash waters per the plan Fueling Fueling station Provide double walled tanks, a lined containment area, drip pans, and spill revention and cleanu materials. Minimization ofexposure 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. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.) D. Non-stormwater dischnrope Discharge Pollutants or Pollutant Constituents Location on Site Water used to control Dust Dust On all disturbed areas Uncontaminated Excavation Dewaterin Sediment/silt Building foundations Landscape Irrigation Sediment/silt, surface pollutants Areas of new plantings Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Discharge I Pollutants or Pollutant I Location on Site Constituents E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Or anization Contact Phone # Address Owner/Operator Umans Auggroup Mike Tierney 2611 Rid Ridgeway g y Road General Contractor Mem his, Tennessee 38119 Site Contractor Plan Preparer Waterstreet Studio, LLC Alan Franklin, PE O: (434) 295-8177 418 East Main Street M:(434) 531-5544 Charlottesville, Virginia 22902 Third Party Inspector F. Response and reporting practices Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. 1. Products will be kept in original containers unless they are not re -sealable. 2. Original specimen labels and material safety data sheets will be kept on file. 3. If surplus product must be disposed of, manufacturer's and/or local and State recommended methods for proper disposal will be followed. 4. Manufacturer's recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of information and cleanup supplies. 5. Materials and equipment necessary for spill cleanup will be kept in the material storage area on -site. Equipment and materials may include but not be limited to cleanup kits, brooms, dust pans, mops, rags, gloves, goggles, dirt to contain spill, containment boom, absorbent material (e.g. hay, kitty litter, sand, sawdust) and plastic and metal trash. Respond immediately to all spills, leaks and discharges 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. I' Priority: Protect all people 2"1 Priority: Protect equipment and property 3' Priority: Protect the environment Issued—10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County 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. When a spill occurs, the following individuals/agencies shall be considered for notification. Emergency Contacts: Normal Working Hours DEQ Blue Ridge Regional Office (Roanoke) 540-562-6700 DEQ Blue Ridge Regional Office (Lynchburg) 434-582-5120 DEQ Piedmont Regional Office 804-527-5020 DEQ Valley Regional Office 540-574-7800 Albemarle County Water Resource Management (MS4 Program)434-296-5816 Nights, Holidays & Weekends VA Dept. of Emergency Management 804-674-2400 24 Hour Reporting Service Local Contacts Seminole Trail Volunteer Fire department (434) 973-1717 Albemarle County Police Department (434) 971-1583 G. Pollution Prevention Awareness All site personnel and workers will be made aware of the prevention practices and measures contained in this document. Additionally all employees and sub -contractors will be given a "walk through" of the site identifying areas of possible pollution and will be shown Erosion and Sediment Controls and Pollution Prevention Practices that are applicable to their assigned job duties. Refresher meetings and "walk throughs" should be conducted on an as needed basis. Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. (Provide detailed measures for any applicable TMDL) After construction, stormwater runoff will discharge to the stream buffer and floodplain of Moore's Creek via a vegetated lip level spreader. According to the DEQ website, Moore's Creek is on the List of Impaired (Category 5) Waters in 2008* for Escherichia coli and Fecal Coliform. The operator shall implement the following items: a) The impaired water(s), approved TMDL(s), and pollutant(s) of concern shall be identified in the S WPPP; b) Permanent and 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 and 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 (of CGP) shall be amended as follows as per Part I B 4 of the CGP: 1) Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at least once every five business days and no later than 24 hours following a rain events producing 0.25 inches of rain or greater over 24 hours. 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. Rainfall Tracking For the purposes of tracking measurable rain events, the operator will reference a rain gauge accessible to the inspection staff at the project site or at another local site representative of the project location. If a rain gauge is not used, rainfall tracking will be monitored using one of the following links: htto://water.weather goy/precis/ hU://www.nc-climate.nesu.edu/cronos/ htti)://www.nedc.noaa.goy/cdo-we Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 8. Qualified personnel (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.) The following personnel are responsible for inspections; Or anization Contact Phone # Address Owner/Operator Umans Auto Mike Tierney 2611 Ridgeway g y Road group General Contractor Memphis, Tennessee 38119 Site Contractor Plan Preparer Waterstreet Studio, LLC Alan Franklin, PE O: (434) 295-8177 418 East Main Street M:(434) 531-5544 Charlottesville, Virginia 22902 Third Party Inspector Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 9. Signed Certification (Provide certification according to 9VAC25-870-370. For purposes of plan review and approvals, this certification should be the owner of the property, the same signature as appears on the bonds and applications. Another operator can be designated on the delegation of authority form to follow.) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Operator Name: I�.. A4 U /YAA4S1c� /I / // Company: O A4WI1�y Sera uT (.►1 o�tiS[llI Title: Signature: Date: _ S_ t I Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A formal, signed delegation of authority is needed.) Delegation of Authority I, Sk (name), hereby designate the person or specifically described position below to be a duly auth rued repres tative for the purpose of overseeing compliance w1th1!1vlronmentol requirements, including the Construction General Permit, at the UMAWsky 34&aru i OvIr (0 M XVI ((-c construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. T ILL TA„1ey , _00 (name of person or position) LA eAIV ohu•w Y) 60olUp w&nd G..c, lcompan N1c 1tJ i.J 3SI19 (address) 9a! 304 -b73g (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: T)Aj J AL, YWaY1 /USk y Company: l/1 /MS��y J kb arY�ctSJt(�� Title: C M Signature: Date: l6- S— Z.( Issued—10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 11. General permit copy Issued — 10/2019 Stormwater Pollution Prevention Plan (S)VPPP) Albemarle County COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2019 Expiration Date: June 30, 2024 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with the registration statement filed with the Department of Environmental Quality, this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth in this general permit. Construction General Permit Effective July 1, 2019 Page 2 of 26 10M.T 1 DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state, federal, and local approvals are obtained for the support activity. B. Limitations on coverage. 1. Post -construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post -construction industrial stormwater discharges may need to be covered by a separate VPDES permit. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. Page 3 of 26 4. Impaired waters and total maximum daily load (TMDL) limitation. Nutrient and sediment impaired waters. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a stormwater pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations and implements an inspection frequency consistent with Part II G 2 a. Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for PCB are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations, and implements an inspection frequency consistent with Part II G 2 a. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit effective on July 1, 2014, to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities. All other discharges including the following are prohibited: 1. Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; Page 4 of 26 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1. Discharges from firefighting activities; 2. Fire hydrant flushings; 3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings, managed in a manner to avoid an instream impact; 6. Routine external building wash down where soaps, solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F. Termination of general permit coverage. 1. The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60, unless a registration statement was not required to be submitted in accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential structures, to the VSMP authority after one or more of the following conditions have been met: Page 5 of 26 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator has operational control. When applicable, long term responsibility and maintenance requirements for permanent control measures shall be recorded in the local land records prior to the submission of a complete and accurate notice of termination and the construction record drawing prepared; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For individual lots in residential construction only, final stabilization as defined in 9VAC25- 880-1 has been completed, including providing written notification to the homeowner and incorporating a copy of the notification and signed certification statement into the SWPPP, and the residence has been transferred to the homeowner. The notice of termination shall be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. 3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first. 4. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless otherwise notified by the VSMP authority or department. 5. The notice of termination shall be signed in accordance with Part III K of this general permit. G. Water quality protection. 1. The operator shall select, install, implement, and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures in accordance with Part II C to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or Page 6 of 26 c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter shall include a signed certification consistent with Part III K. STORMWATER POLLUTION PREVENTION PLAN A. Stormwater pollution prevent plan. A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure (SPCC) plan developed for the site under § 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator shall develop the missing elements and include them in the SWPPP. 3. Any operator that was authorized to discharge under the general permit effective July 1, 2014, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. B. Contents. The SWPPP shall include the following items: 1. General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project (e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: Page 7 of 26 (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; (5) Locations where concentrated stormwater is discharged; (6) Locations of any support activities, including (i) areas where equipment and vehicle washing, wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi) construction waste storage; and (7) When applicable, the location of the on -site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2). Erosion and sediment control plan. a. An erosion and sediment control plan designed and approved in accordance with the Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications, implemented to: (1) Control the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Control stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; Page 8 of 26 (3) Minimize the amount of soil exposed during the construction activity; (4) Minimize the disturbance of steep slopes; (5) Minimize sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration, unless infeasible; (7) Minimize soil compaction and, unless infeasible, preserve topsoil; (8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed areas immediately whenever any clearing, grading, excavating, or other land - disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and (9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. Except for those projects identified in Part II B 3 b, a stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an approved stormwater management plan is not required. In lieu of an approved stormwater management plan, the SWPPP shall include a description of, and all necessary calculations supporting, all post -construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant - generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity. The pollution prevention plan shall: a. Identify the potential pollutant -generating activities and the pollutant that is expected to be exposed to stormwater; Page 9 of 26 b. Describe the location where the potential pollutant -generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant -generating activity (if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape Page 10 of 26 materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, waste concrete, and sanitary wastes; (8) Address any other discharge from the potential pollutant -generating activities not addressed above; (9) Minimize the exposure of waste materials to precipitation by closing or covering waste containers during precipitation events and at the end of the business day, or implementing other similarly effective practices. Minimization of exposure is not required in cases where the exposure to precipitation will not result in a discharge of pollutants; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP. SWPPP requirements for discharges to nutrient and sediment impaired waters. For discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for sediment for a sediment - related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or phosphorus), the operator shall: a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For discharges from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for PCB, the operator shall: Page 11 of 26 a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP; b. Implement the approved erosion and sediment control plan in accordance with Part II B 2; c. Dispose of waste materials in compliance with applicable state, federal, and local requirements; and d. Implement a modified inspection schedule in accordance with Part II G 2 a. 7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall: a. Identify the exceptional surface waters in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. 8. Identification of qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 9. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP. 10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K. C. SWPPP amendments, modification, and updates. 1. The operator shall amend the SWPPP whenever there is a change in the design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters and that has not been previously addressed in the SWPPP. The SWPPP shall be amended if, during inspections or investigations by the operator's qualified personnel, or by local, state, or federal officials, it is determined that the existing control measures are ineffective in minimizing pollutants in discharges from the construction activity. Revisions to the SWPPP shall include additional or modified control measures designed and implemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures shall be accomplished as described in Part II H. Page 12 of 26 3. The SWPPP shall clearly identify the contractors that will implement and maintain each control measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP as soon as possible but no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and were modified; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II G. 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. D. Public notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity. For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F. E. SWPPP availability. 1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on -site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. Page 13 of 26 The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity. If an on -site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted near the main entrance of the construction site. The operator shall make the SWPPP available for public review in an electronic format or in hard copy. Information for public access to the SWPPP shall be posted and maintained in accordance with Part II D. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. F. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F. All control measures shall be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II G identifies a control measure that is not operating effectively, corrective actions shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. If site inspections required by Part II G identify an existing control measure that needs to be modified or if an additional or alternative control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then additional or alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. G. SWPPP Inspections. 1. Personnel responsible for on -site and off -site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for ensuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B 6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following inspection schedule requirements apply: (1) Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at least once every five business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when Page 14 of 26 there are more than 24 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections as authorized in Part II G 2 d shall not be allowed. b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of: (1) At least once every five business days; or (2) At least once every 10 business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 24 hours between business days, the inspection shall be conducted on the next business day. c. Where areas have been temporarily stabilized or land -disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency. d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the inspection report required by Part II G. e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. Any time inspections are delayed due to adverse weather conditions, evidence of the adverse weather conditions shall be included in the SWPPP with the dates of occurrence. 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; Page 15 of 26 (2) Record the information and a description of any discharges occurring at the time of the inspection or evidence of discharges occurring prior to the inspection; (3) Record any land -disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization and effective impoundment or flow control; (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channels, flumes, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved or public roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days to ensure: (a) Initiation of stabilization activities have occurred immediately, as defined in 9VAC25-880-1; and (b) Stabilization activities have been completed within seven days of reaching grade or stopping work; (6) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications has not been properly implemented. This includes: Page 17 of 26 e. The locations of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The locations where any evidence identified under Part II G 3 a (6) exists; g. The locations where any additional control measure is needed; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and The date and signature of the qualified personnel and the operator or its duly authorized representative. 5. The inspection report shall be included into the SWPPP no later than four business days after the inspection is complete. The inspection report and any actions taken in accordance with Part II shall be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. H. Corrective actions. The operator shall implement the corrective actions identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. Page 18 of 26 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator shall comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1. Monitoring records and reports shall include a. The date, exact place, and time of sampling or measurements; b. The individuals who performed the sampling or measurements; c. The dates and times analyses were performed; d. The individuals who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. Page 19 of 26 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for terminating this general permit coverage or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; Page 20 of 26 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined in this general permit, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; Page 21 of 26 b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case -by -case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-8892. 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870-420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement. All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the Page 22 of 26 manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports and other information. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part III K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part III K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy shall be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant Page 23 of 26 penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit coverage, termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 60 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by § 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act. Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. Page 24 of 26 S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. Page 25 of 26 V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology -based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology -based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records shall be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that shall be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. Page 26 of 26 For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. X. State permit actions. State permit coverage may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permit coverage. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a new operator if: a. The current operator notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property; b. The notice includes a written agreement between the existing and new operators containing a specific date for transfer of state permit responsibility, coverage, and liability between them; and c. The department does not notify the existing operator and the proposed new operator of its intent to modify or revoke and reissue the state permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b. 3. For ongoing construction activity involving a change of operator, the new operator shall accept and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over operations at the site. Z. Severability. The provisions of this general permit are severable, and if any provision of this general permit or the application of any provision of this state permit to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this general permit shall not be affected thereby. Section 12. Inspection logs Inspections of all Erosion Control, Stormwater Management, and Pollution Protection measures shall be made every five business days and within 24 hrs of a 0.25 inch storm event and recorded on the attached inspection forms. Rainfall Tracking For the purposes of tracking measurable rain events, the operator will reference a rain gauge accessible to the inspection staff at the project site.. If a rain gauge is not used, rainfall tracking will be monitored using one of the following links: http://water.weather goy/min/ Lq://www.ne-climate.nesu.edu/cronos/ http://www.ncdc.noaa.gov/cdo-weh/ Issued — 10/2019 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Page 16 of 26 (a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediment controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed or is not effective on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance or sediment deposition outside of the approved area to be disturbed; (7) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance, and effectiveness of the procedures and practices; (8) Identify any pollutant generating activities not identified in the pollution prevention plan; and (9) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The locations of prohibited discharges; d. The locations of control measures that require maintenance; VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) NOTICE OF TERMINATION 2019 Permit Coverage Number Section I. Operator/Permittee Information. The person or entity that has active permit coverage approval and operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section VII (per Part III. K. of the VAR10 Permit). Construction Activity Operator Name: Contact Person: Address: City, State, Zip Code: Phone Number: Primary Email: CC Email: Section II. Construction Activity Location Information. Project site information. Construction Activity Name: Address: City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): Section III. Reason for Terminating Coverage under the General Permit. The operator shall submit a Notice of Termination within 30 days after meeting one or more of the following conditions (select one or more): ❑ 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 for permanent control measures shall be recorded in the local land records prior to the submission of a Notice of Termination; ❑ B. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; ❑ C. Coverage under an alternative VPDES or state permit has been obtained; or ❑ D. For residential construction only, temporary soil stabilization has been completed, the operator has provided written notification to the homeowner about the importance of final stabilization and incorporating a copy of the notification and signed certification statement into the SWPPP, and the residence has been transferred to the homeowner. Rev 04/2019 PAGE 1 1 6 CONSTRUCTION GENERAL PERMIT IVAR101 NOTICE OF TERMINATION 2019 Section IV. Participation in a Regional Stormwater Management Plan. If your site discharges to a regional stormwater management facility, provide information related to the regional stormwater management plan. Attach a separate list if discharging to multiple regional facilities. Regional stormwater Management Facility Type: Address: City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): Total Acres Treated by Regional Facility (report to one -hundredth of an acre): Impervious Acres Treated by Regional Facility (report to one -hundredth of an acre): Section V. Perpetual Nutrient Credits. If your site is utilizing nutrient credits, provide information related to the perpetual nutrient credits that were acquired in accordance with § 62.1-44.15:35 of the Code of Virginia. Attach a separate list if needed. Nonpoint Nutrient Credit Generating Entity (Bank Name): Perpetual Nutrient Credits Acquired (pounds/acres/year): Include the affidavit of sale for all nutrient credits acquired. Is the affidavit of sale of nutrient credits attached? OYES ONO Section VI. Permanent Control Measures. If applicable, list the post -development stormwater management facilities or best management practices (BMPs) that were constructed and installed as part of this activity to comply with the stormwater management technical criteria (structural and nonstructural, on -site and off -site). Attach a separate list if needed. If you have permanent control measures, the following items are required to be included with this form in order to complete your Notice of Termination submittal: ❑ A. Engineer's Certification Statement ❑ B. As -built plans (construction record drawings) —digital ❑ C. As -built plans (construction record drawings) —full-sized, paper ❑ D. stormwater Management Plans — digital ❑ E. BMP Maintenance Agreement — notarized original, for public and private projects under DECes VSMP Authority Stormwater Management Facility Types (please choose from the followina bmv types): Bioretention 1 Bioretention 2 Bioretention basin Bioretention filter Constructed Wetland 1 Constructed Wetland 2 Constructed wetlands Dry Swale 1 Dry Swale 2 Extended detention (2 x WQVol) Extended Detention Pond 1 Extended Detention Pond 2 Extended detention -enhanced Filtering Practice 1 Filtering Practice 2 Grass Channel Grassed swale Infiltration (1 x WQ Vol) Infiltration (2 x WQ Vol) Infiltration 1 Infiltration 2 Other 1113 (manufactured treatment device, etc.) Other IIC (manufactured treatment device, etc.) Permeable Pavement 1 Permeable Pavement 2 Rainwater Harvesting Retention basin I (3 x WQ Vol) Retention basin II (4 x WQ Vol) Retention basin III (4 x WQ Vol with aquatic bench) Sand filter Sheetflow to Vegetated Filter or Conserved Open Space 2 Soil Amendments Urban Bioretention Vegetated filter strip Vegetated Roof 1 Vegetated Roof 2 Wet Pond 1 Wet Pond 2 Wet Swale 1 Wet Swale 2 Rev 04/2019 PAGE 2 16 CONSTRUCTION GENERAL PERMIT (VAR10) NOTICE OF TERMINATION 2019 Stormwater Management Facility #1 BMP Type: Date BMP Became Functional: Address (if available): City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): Receiving Water(s) (outfall discharge): Total Acres Treated (report to one -hundredth of an acre): Impervious Acres Treated (report to one -hundredth of an acre): Stormwater Management Facility #2 BMP Type: Date BMP Became Functional: Address (if available): City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): Receiving Water(s) (outfall discharge): Total Acres Treated (report to one -hundredth of an acre): Impervious Acres Treated (report to one -hundredth of an acre): Stormwater Management Facility #3 BMP Type: Date BMP Became Functional: Address (if available): City and/or County and Zip Code: Latitude and Longitude (6-digit, decimal degrees format): Receiving Water(s) (outfall discharge): Total Acres Treated (report to one -hundredth of an acre): Impervious Acres Treated (report to one -hundredth of an acre): Rev 04/2019 PAGE 3 16 CONSTRUCTION GENERAL PERMIT (VAR10) NOTICE OF TERMINATION 2019 Section VII. Certification. This Certification must be signed by a person representing the operator identified in Section I. and meeting the requirements of 9VAC25-880-70 Part III K. Certification: "I certify under penalty of law that I have read and understand this Notice of Termination and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Signature (signed in ink): Date: Section Vill. Submittal Instructions. Please submit this form to the Virginia Stormwater Management Program (VSMP) Authority that has jurisdiction for your construction activity. If the locality is the VSMP Authority, please submit your form directly to the locality; do NOT send this form to DEQ. A list of local VSMP Authorities is available here: VSMP Authorities. If DEQ is the VSMP Authority, please send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 co nstru ctlongp@de4.virginia.gov If the locality is the VSMP Authority, please send to: The Local VSMP Authority (insert address below) Permit terminations may be delayed if there are outstanding annual permit maintenance fee balances due. Rev 04/2019 PAGE 4 16 CONSTRUCTION GENERAL PERMIT (VAR10) NOTICE OF TERMINATION 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT A complete and accurate Notice of Termination is required for terminating coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. Termination shall become effective upon notification from the department that the provisions of termination have been met or 60 days after submittal of a complete and accurate Notice of Termination, whichever occurs first. Authorization to discharge terminates at midnight on the date that the Notice of Termination is submitted unless otherwise notified by the VSMP authority or the department. Permit Coverage Number. Include your existing, active permit coverage number. Example: VAR10####. Section I. Operator/Permittee Information. The construction activity operator (permittee). The permittee with active permit coverage and that has operational control over the construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project site that are necessary to ensure compliance with the general permit). If an individual person is named as the operator, that person (or a representative of) must sign the certification in Section VII. Section II. Construction Activity Location Information. Project site information. Complete this section with the same information as listed on the current registration statement. A list of active permits and corresponding location information is available on our website. Section III. Reason for Terminating Coverage under the General Permit. The operator shall submit the Notice of Termination no later than 30 days after one or more of the termination conditions being met. Authorization to discharge terminates at midnight on the date that the Notice of Termination is submitted to the VSMP Authority, unless otherwise notified by the VSMP authority or the Department. Termination of authorizations to discharge for the conditions shall be effective upon notification from the Department that the provisions of termination have been met or 60 days after submittal of the Notice of Terminations, whichever occurs first. The operator of the construction activity shall submit a Notice of Termination within 30 days after meeting one or more of the following conditions (you may select one or more of these conditions): • [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 has operational control. When applicable, long-term responsibility and maintenance requirements for permanent control measures shall be recorded in the local land records prior to the submission of a complete and accurate Notice of Termination; • [B] Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; • [C] Coverage under an alternative VPDES or state permit has been obtained; or • [D] For individual lots in residential construction only, temporary soil final stabilization as defined in 9VAC25-880-1, has been completed and the residence has been transferred to the homeowner. Section IV. Participation in a Regional Stormwater Management Plan. Where applicable, include information for each regional stormwater management facility to which this site contributes. If your site is contributing to more than one regional facility, please include the information for each facility in a separate list. The following information shall be included for each regional stormwater management facility installed: • the type stormwater management facility (see the list of facility types on page 2 of the Notice of Termination); • the physical location of the facility, including city or county, and latitude and longitude in decimal degrees; • the receiving water to which the regional facility is discharging; and • the number of total and impervious acres treated by the regional stormwater management plan to the nearest one -hundredth of an acre. The total of the impervious acreage may equal but not exceed the total acreage. Section V. Perpetual Nutrient Credits. If your site is utilizing nutrient credits, provide information related to all perpetual nutrient credits acquired in accordance with § 62.1-44.15:35 of the Code of Virginia. Attach a separate list if needed. Attach the affidavit(s) of sale for the purchase of all nutrient credits acquired for this activity. Rev 04/2019 PAGE 5 1 6 CONSTRUCTION GENERAL PERMIT (VAR10) NOTICE OF TERMINATION 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT Section VI. Permanent Control Measures. If applicable, list all post -development stormwater management facilities or best management practices (BMPs) that were constructed and installed as part of this activity to comply with the stormwater management technical criteria (structural and nonstructural, on -site and off -site). Choose the type from the list provided in the Notice of Termination form Section VI. If you have multiple BMPs, attach a separate list if needed. The following information shall be included for each permanent control measure installed: • the type of permanent control measure receiving the discharge (choose from list provided); • the date that it became functional as a permanent control measure (MM/DD/YYYY); • the location of the BMP, including city or county, and latitude and longitude in decimal degrees; • the receiving water(s) to which the permanent control measure discharges; and • the number of total and impervious acres treated by the permanent control measures to the nearest one -hundredth of an acre. The total of the impervious acreage may equal but not exceed the total acreage. The following items are required to be submitted with the Notice of Termination if you have permanent control measures: • Engineer's Certification Statement. Signed by a professional registered in the Commonwealth of Virginia, certifying that the stormwater management facilities were constructed in accordance with the approved plan. • Construction record drawing(s) (as -built plan) in a format as specified by the VSMP authority for permanent stormwater management facilities in accordance with 9VAC25-870-55 D appropriately sealed and signed. One digital and one full-sized papercopy. • Stormwater management plans (digital) • BMP Maintenance Agreement. Submit an original, signed and notarized BMP Maintenance Agreement for all public and private permits where DEQ is the VSMP Authority. Termination is not final until you submit the local court record of receipt to DEQ showing that the signed Stormwater Management Maintenance Agreement was recorded with the land deed. Section VII. Certification. This Certification must be signed by a person representing the operator identified in Section I. and meeting the requirements of 9VAC25-880-70. Part III. K. Section Vill. Submittal Instructions. Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority may be either DEQ or your locality depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for additional submittal instructions. A blank area is provided for the Local VSMP Authority to include their mailing address. Who is the VSMP Authority for my proiect? DEQ or the locality? • DEQ: DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are: ➢ within a locality that is not a VSMP Authority; ➢ owned by the State or Federal government; or ➢ utilizing approved Annual Standards and Specifications. • The Locality: The local government (locality) is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is available on DEQ's website here: Local VSMP Authority List. DEQ'S CONSTRUCTION GENERAL PERMIT WEBSITE http://www.deg.vi rgi n ia.gov/Programs/Water/Sto rmwate rMa nage m ent/VSM PPerm its/ConstructionGeneral Pe rm it.aspx Rev 04/2019 PAGE 6 16