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WPO202200008 VSMP - SWPPP 2022-07-28
of Al,r COUNTY OF ALBEMARLE l9� Department of Community Development t, :J 401 McIntire Road, North Wing 1 Charlottesville, Virginia 22902-45% r Tel. (434) 296-5832 • Fax (434) 972-4126 Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: E10NAL Project Name: TAKE 5 PANTOPS - VSMP VIP02022-00008Address: 1260 RICHMOND RD . S MP a 45183 CHARLOTTESVILLE, VA 22911TMP 78-5B ECG Prepared by: Name: SHIMP ENGINEERING RC Prepared for: Name: TAKE 5 PANTOPS SWPPP Preparation Date: JULY 22, 2022 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17-405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #: GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #: CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: 1113 ❑ IIC 0 REGISTRATION STATEMENT 2019 Application type. ® NEW PERMIT ISSUANCE (CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE 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 V. (per Part III. K. of the VAR10 Permit). Operator Name: T5 Pantops, LLC Contact person: Frank Cox, JR Address: 3201 Trevor St Ste. 200 City, State and Zip Code: Nashville, TN 37209 Phone Number: 434-996-3349 Primary and CC Email: austln@abcoxco.com , cc: tc@ebpartnersllc.com B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES and include a valid email. May we transmit correspondence electronically? YES 2 NO ❑ Section II. Construction Activity 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 waterbodies receiving stormwater discharges from the site. B. Project site location information. Construction Activity Name: Take 5 Pantops Address: 815 Pantops Comer Way City and/or County and Zip Code: Charlottesville, VA 22911 Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): The site is vacant lot at the intersection of Rte 250 & Pantops Corner Way in Albemarle County. Latitude and Longitude (6-digit, decimal degrees format): 38.034173,-78.453201 C. 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 (include entire area to be disturbed as approved in the Stormwater Management Plan): 0.71 Acres Primary estimated area to be disturbed (include portions with Erosion and Sediment Control Plan approval only): 0.50 Acres Off -site estimated area to be disturbed (if applicable): D. Property Owner Status: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE 2 E. Nature of the Construction Activity Description (i.e. commercial, industrial, residential, agricultural, environmental, utility): commercial - automobile service F. Municipal Separate Storm Sewer System (MS4) name(s) (if the site is discharging to a MS4): Albemarle County G. Estimated Project Dates (MM/DD/YYYY). Start Date: 7-1-2022 Completion Date: 7-1-2023 H. Is this construction activity part of a larger common plan of development or sale? YES 2 NO ❑ Rev 11/2020 PAGE 1 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page. HUC NAME(S) OF RECEIVING WATERBODY 020802040401 Rivanna River - Meadow Creek Section III. Off -site Support Activity Location Information. List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional areas on a separate page. Off -site Activity Name: None Address: City or County: Off -site Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Latitude and Longitude (6-digit, decimal degrees format): Is this off -site activity an excavated material disposal area? YES ❑ NO 2 If this off -site activity is an excavated material disposal area, list the contents of the excavated fill material: Will a separate VPDES permit cover this off -site activity? YES ❑ NO 2 Section IV. 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 VESC Authority for review? YES 2 NO ❑ Erosion and Sediment Control Plan Approval Date (for the estimated area to be disturbed MM/DD/YYYY): C. Has land -disturbance commenced? YES ❑ NO 2 D. Annual Standards and Specifications. If this project is utilizing approved Annual Standards and Specifications (AS&S), attached the completed AS&S Entity Form. AS&S Entity Name (if different from the Operator identified in Section 1): N/A E. Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Billing Name: Contact Name: Address: City, State and Zip Code: Phone Number: Primary and CC Email: Rev 11/2020 PAGE 2 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section V. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations,• the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures, b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively' or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (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. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Austin Cox Signature (signed in ink): Date Signed: 7/7/22 Section VI. Submittal Instructions. Submit this form to the 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: If the locality is the VSMP Authority, please send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructiongp@deg.virginia.gov Rev 11/2020 PAGE 3 16 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 — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY 1111 E. Main Street, Suite 1400, Richmond, Virginia 23219 P.O. Box 1105, Richmond, Virginia 23218 (800)592-5482 www.deg.virginia.¢ov Matthew J. Strickler Secretary of Natural Resources August 14, 2019 Pantops Corner LC 12704 Crimson Ct Ste 101 Henrico, VA 23233 RE: Coverage under the 2019 VPDES Construction General Permit (VAR10) Reissuance General Permit Number VAR10E170 WP0201400028 Pantops Corner Commercial Development Albemarle Dear Permittee: David K. Paylor Director (804) 698-4000 DEQ has reviewed your Registration Statement received complete on May 14, 2019 and determined that the proposed 7.05 acre land -disturbing activity is covered under the General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10). The effective date of your coverage is July 1, 2019 or the date of this letter, whichever is later. You may obtain a copy of the general permit from hftp://www.deg.virq in ia.gov/Portals/0/DEQ/ Water/Publications/CG P2019. pdf. The general permit contains the conditions of coverage and Stormwater Pollution Prevention Plan (SWPPP) requirements. Please print the general permit and read it carefully as you will be responsible for compliance with all permit conditions. Coverage under this construction general permit does not relieve the operator of complying with all other federal, state, or local laws and regulations. The general permit requires that you update your SWPPP no later than sixty (60) days from the date of this letter to incorporate changes made by the Department for this permit reissuance. Our records indicate that your site may discharge to waters identified as impaired or exceptional. Please see below for additional requirements: 1. Does this proposed land -disturbing activity discharge to a surface water identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of the general permit for (i) sediment or a sediment -related parameter or (ii) nutrients? Yes. If YES, then the following general permit (Part I B 4 a) and SWPPP requirements (Part II B 5) must be implemented for the land -disturbing activity: • Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site; • Nutrients (e.g., fertilizers) shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; • Inspections shall be conducted at a frequency of (i) at least once every four (4) business days or (ii) at least once every (5) 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; and • Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls. August 14, 2019 General Permit Number VAR10E170 Page 2 Does this proposed land -disturbing activity discharge to a surface water identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of the general permit for polychlorinated biphenyl (PCB)? No. If YES, then the following general permit (Part I B 4 b) and SWPPP requirements (Part 11 B 6) must be implemented for the land -disturbing activity if the construction activity involves the demolition of structures (i) equal to or greater than 10,000 square feet and (ii) built or renovated on or before January 1, 1980: • Implement an approved erosion and sediment control plan; • Dispose of PCB -contaminated materials in compliance with applicable state, federal, and local requirements to minimize the exposure of PCB -containing building materials; • Inspections shall be conducted at a frequency of (i) at least once every four (4) business days or (ii) at least once every (5) 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; and • Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls. 3. Does this proposed land -disturbing activity discharge to an exceptional water as identified in Section 30 of the Water Quality Standards, 9VAC 25-260? No. If YES, then the following general permit (Part I B 5) and SWPPP requirements (Part II B 7) must be implemented for the land -disturbing activity: • Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site; • Nutrients (e.g., fertilizers) shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; • Inspections shall be conducted at a frequency of (i) at least once every four (4) business days or (ii) at least once every (5) 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; and • Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls. The general permit requires that you submit a complete Notice of Termination packet no later than 30 days after meeting one or more of the termination conditions set forth in the general permit (Part I F). In accordance with the Virginia Stormwater Management Program State Permit Fee Regulation (9VAC 25-870-830), you may be required to pay an annual permit maintenance fee until coverage under this general permit has been terminated. If you are required to pay an annual permit maintenance fee, you will receive an invoice from the VSMP Authority. The general permit will expire on June 30, 2024. The conditions of the general permit require that you submit a new registration statement at least 60 days prior to that date if you wish to continue coverage under the general permit, unless permission for a later date has been granted by the Board. Permission cannot be granted to submit the registration statement after the expiration date of the general permit. If you have any questions about this permit, please contact the DEQ Office of Stormwater Management at ConstructionGP@deq.virginia.gov. Sincerely, Tatfu 6 PobL)� Jaime B. Robb, Manager Office of Stormwater Management Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing.) PROJECT DESCRIPTION THIS SITE IS VACANT LOT AT THE INTERSECTION OF RTE 250 & PANTOPS CORNER (PRIVATE ROAD) IN ALBEMARLECOUNTY BEING DEVELOPED INTO COMMERCIAL SERVICE FACILITIES. THE DEVELOPMENT AREA (ONSITE AREA+ IMPROVEMENTS WITHIN THE ROW) IS 0.71 ACRES. THE LIMITS OF DISTURBANCE IS 0.50 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. EXISTING SITE CONDITIONS THE EXISTING SITE IS CLEARED AND VACANT AND HAS A CURRENT GRADING PERMIT. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH AND SOUTH BY EXISTING STREETS. TO THE EAST AND WESTAREAUTO DEALERSHIPS. OFFSITE AREAS: SOIL SHALL NEED TO BE EXPORTED TO THE SITE TO SITES WHICH SHALL HAVE EROSION CONTROL PERMITS. SOILS THE SITE CONTAINS THE FOLLOWING SOIL TYPES: 12C - CATOCTIN SILT LOAM - 7 TO 15% SLOPES, HSG B 12D - CATOCTIN SILT LOAM - 15 TO 25% SLOPES, HSG B 23B - DAVIDSON CLAY LOAM - 2 TO 7% SLOPES, HSG B 27C - DAVIDSON CLAY LOAM - 7 TO 15% SLOPES, HSG B 88 - UDORTHENTS, LOAMY - 2 TO 25% SLOPES, HSG B CRITICAL AREAS THE CRITICAL AREAS ON THE SITE ARE THE MANAGED AND PRESERVED SLOPES. CARE SHALL BE TAKEN TO CONTROL EROSION IN THESE AREAS. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, 11x17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VSMP PLAN FOR LEGEND EXISTING NEW DESCRIPTION MUNMMM BENCHMARK SITE PROPERTY LINE -__- ADJACENT PROPERTY LINE BUILDING SETBACK O PARKING SETBACK SUET 10 10 PARKING COUNT TOPOGMAPNY INDEX CONTOUR INTERVAL CONTOUR 311.5 x it SPOTET£VARON 311.5 TC M ii' TOP By CURB ELEVATION 31L5 TW x k TOPOFWALLET£VARON 311.5 BW a iIas BOTTOM OF WALL FULAN ON _..._..._ Sffid. . _ STREAM BUFFER _ .. 100 YEAR FLOODPW N BUILDING BUILDING REINNINGWPll STNR$ EWE OF PAVEMENT ROAD CEMTRLINE FRONT OF CURB BOCK OF CURB Cal TRUNCATED DOME SIDEWALK BIKE PARKING ® ® HANDICAPACCESSBTEAISLE .L A HANDICAPPARKING E� Lim MATENAL CONCRETE RIPRAP ASPXALT Eat kumNc El M4TlING VVETAND TREELINE x- - x- FENCE MnuTff ¢ O UTUTY'ROUE T T GI WIRE -a,,,- -y- OVERFEADUTUTY UNDERGROUND UTLRY STORM O O STORM MANHOLE q q MOP INT£T STORM SEWER ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAN 5 B SANITARY SEWER 1ATERAL WRIER - W - WAIERUNE Q Q WRIER METER 0 o WATERMEfERVidi i l FIRE BYIXtANT ■� % FIRE DEPARTMENT CONNECTION GAS fvs v.v GAS LINE FABEMEXTS - CONSTRUCTION -"' GRADING ACCESS sIGHTDISTANCE UTILITY - ---'- -"-"- STORMWATER FACILITY MANTENPNCE - STORI.RACCESS DRQNAGE $ANITPRY WA RUNE GkSINE NOTE: 1. TIE EM OF THE SYMBOLS MAY VARY FROM MAT IS SHOM. OWNER T5 Pamat TLC SM TCums, Smm 2B0 NmWl4 TN MM DEVELOPER TC EMg EB Pawl LLC 215Word- .-Bruce 2N Chad., NC 28204 , ge,fi@-800:1 tc®enpar mlicmm PLAN PREPARATION Snimp Free riW, PC. 912 East High Slreel Cnadmlesvllle, VA22902 (43f)227-5140 ZONING PC -HUo yCommercial MAGISTERIAL DISTRICT Rivana SOURCE OF TITLE DB 4yV PG o80 SETBACKS FRONT (MINIMUM) 10 from the ROW or the eilsxx pope of the siC kif the svlewalk is out of Me ROW, for chMxN par Wa loading shall 10 form any pubic ROW FRONT(MAXIMDM)'.N - riam slCa}a MapnnapalarleidhgM y SIDEIREAR (MINIMUM AOJ. TO MMMERC WDINDUSTRIPL): My pemary mUW-e shall [e mnsNtlee and wpamled in am anm wM lye mentionedNm m0e Building Code SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary penal q: Topeoparaphy surveyP..gForesiydsune).m September t0, 202 t. TomsigWSUMYMon q. Foresght 5urvey.an September 10, 2021. BENCHMARK ..in min Wp,rry ... BB FLOODZONE Acmreirg W FEM4 Rmp lmumrc Rage Map, chamber dale February 4,2005(Control Pawl Bl WSC VB ,this properly is net located whom a Zone AE 11X4year flo Main. STORM WATER MANAGEMENT Rekr W WP02018 N Far abnmmaRr manng plan delais. RESERVOIR WATERSHED This she is mMin Ind Upper Rosanna River command! This :de is hew inamle dapubfawagersuppry. WATER & SANITARY SERVICES Steisservedby ACSApuaicxateran ecaer. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1_ Life plan approving autMdy must be notified one weak prior to the pre ewsuudlon conference, one week form the 1 of land dlymmmg activity and one week prior to the Mal Inspedion. 2 NI eroson and sediment wnwl measures will the constructed and maimained according to minimum standards and slkecM ed- of [be Vagdla Erosion and Seemed Conhol Handbook and Vryida R gulawns VR GoT2-0S Emsim and Sediment Comrm mguahons. 3. a emslon and moment control measures are to lu placed prior W or as We first an, in meaning. 4. A copy of the approved erosion and sediment control plan shall be mainCiiry on lye Sim at all firms. 5. Prior to commencing land a lsWdug adiNlles in areas from than indicated on these plans Qndudil and net Tim W, df2M borrow frwaste areas). the contractor shall submit a supplementary erosion wno-d plan W Me manner for review and appmvd gthepunappmongadhonry. 8.newmramfrlamssponslble WrinsUaaafnMarryaeemfnalerosiomm�mreasuresneassay Wpr ntemionand s l-nutifn as determined by We plan approving aulhemy. 7. a dynamic!areas are W drain W approved sediment comml measures atall makeduring lap eweNW a Wwx and dxag she development own final staefivation 6 su ieved. 8. During grave Mg dpeallown water vnll o pumped into an approved fiMnnO Mwce. 9.Liie comramfm shall inapect all erosion wmrol museums perioMsay and after Jt mnfl producing midall even. Any control repairs or cleanup to maintain the eRedwmm of the erosion control dewres shall For m immmiawy. 10. AI fill material to the taken Iron an approved, dssgm borrow area. 11. AI waste calends sow he taken ro an approved warned area. Each MI shall be Iwrt n nak only, bin of sWmrys. wood mbbiehand other debris. 12 Borrow or waste areas are to be reclaim ed within 7 days of completion per Zfdng Cohen -se lim 5128. 13.AIInch materials shall be transported I n mmplerc won sedum 13-301 of the Code of Aonao. 14. Borrow, fill om waste acal inlg decimal type power equipment shall be Ilmoed W the boors of 7 OOam to BOOpan 15. Suchow nu or waste adryvovinthe er q shall conducted In a safe manner that mamins lateral supped, or crow to minimim any Lazard a persona. pnydwl damage to adjacentI and impmoveme ,and damage to am public street omum o sixes, sinwg,e cdlapse. 16 Led deverapershall mmm fike right to - U0 1 - , mundane or power to lke mawm slanwater recommend bactififfies Wkere applicable all -ion wi egmed byMin pan repel ffire sale ofarry ML unit, bidg manner poelon of the prossaft_ 17 Temporal aUOl t all he Kmpomry me iN andmulc iN Seedingis to Ill at75lb r m and in the margins of September to February be part a 5N50 mix of owner RWgmss and Cereal Winner Rye.or in Marion and Opil Wm m,a Moral Rye, or May through August ro cannot of German Miller. Straw mulch is ro be applied at 80lbUl 5f AKmalhes are caged 10 approved by the County erosion wnirol impeder. 1of Pemanew spplian a coal the law and leaver,pemanew seeein,, and mulch. Agriwlluad grade Iimss slab appfieda WllWlOS]f wearrfmled Into the top 46 Inches ofsdL FeMf rsoll be applied at 1000lbslaee and con&Mda 102 10ndrienlmu. Lowel art seeding shall be applied at 10MbL and mnsw of 95% Kentucky 31 or Tall Fesoke and 05%Feendal Ryegmm or Kentucky Bluegrass. Straw muU is W o appled at Wlbc1COM Aaercetims are sub)ed W appeaee dy the County erosion control inspector. 19. Maintenance: At measuren are to be inspedee-why and after an& mmnfall. Ary damage or[togging If muclurd nwasures 5 to o in ai a in mediate'y. Entraps are W o dmre whin 50%d lye wet sly rage volume Is filled vML red intent AI sailedareasareWomu takennaesmWtcadieveagoadstanddgmss. SIII hence and diversion dykes all are mleen, weiment to olf heir ogm must decimal and repaired inaneid ly 20. At temporary emcn and sediment condo) meawres are to Ise -wake vJWm 30 days ohfirch site aUMlvafim, when no longer needed subject if approval by tax County emion deal impend. 21. Thin pan shallfind and I Me owner does not obtain a peon within 1 year of the data d appm (alder Rot mLYenanm 5mfim 1 7-20saG.) 22. Perraned veyelaon shall be ireUoed on all eenp edam Man arm(9) moi afle the data Me lee eiswmdng aGI oTmnLxe.e. (alder Protection Ordinance woman 17-2W7 EXISTING USE Vawmtaor PROPOSED USE anhe. or Brunei $.one CareLalrs: M,O3 ,,-78 AiCQ71 LAND USE SCHEDULE E TURING PRa % Building 0SF 00% vaemLnl 1Q031$F 32A% $MLwk 15W$F 52% OpCn Spam IS ME IF 02a% Tom.- 30.921 10.71 al PROPOSED Nee % .1mlw 1,46E SF 4M Pavel 2L SF M"S $vl. ak 1T942SFEo% Open Space 61 SF 20B% Tdak 30927 SF IS 11 ap) BUILDING HEIGHT MA%IMUM: 05' PROPOSED: 2B' PARKING SCHEDULE PaWnxYvk serves at.. 1spam per li employee plus new spares per saw seMre shell 3 wmw drugs, 6 spews eq nd 5 employees per sad,5 p required ll spares mwy 11 spamsPawl TAKE 5 PANTOPS VVP02022-00008 (Pantops Corner) TAX MAP 78, PARCEL 5B ALBEMARLE COUNTY, VIRGINIA SIGNS At agrts and pavement shall c-wnn win the latest e]Tlon of the MUTCD Gus inw A sign Wke to marked -in wwrda-ewar Me Al maM Cwmy Sy Regulaty ryxx W Flxensxd of any sgns on iW Cmtraclm shallp ehandicap somer an shown on pan. GENERAL NOTES 1.The -nWmation and data shown or indicatedarmmsced W the existing u eMmne mlNs at or Gwwoas W 8¢ sale al she on m bon a Mdark f -1 In the owner and engineer try the mnars of who rs Mmu ad fificififies or Mnem T¢ owner or engineershall ned the respordedifie fothe abounew or completeness of inmmat data The control shalln ill pro efir"m miW the abourasky of the data. Wr Mcaergdlua g dufiM far mordinatnnoftnework fsu&un MmuMutilitduriWmc rumon WrtMsahly Mp tpntcered and deal anydamage N t ffing from theiverre_AY ftl emndtonssMllWmetatnoaMMonalcoMWNe mate. The contractor n Il redact 'Miss imhouse ofIr - n1-b.1527Nl wor to the s hat 0 work. 2. When M g normal1 5fi g stmdums pokes, ad,M ntratlm shall use whatever m Ms the am controlto Wd d slrudures from damage. Replacement W damaged sly AscS shall are atthe somewhere expense. 3.T¢ contractor shel l are rsspossubae for pretedng all branch, site seuc from damage and wore I rang w so Nat the owner can make necessary armngemenk to modTy/p ed exWOg stmdurem from damages. 4.T¢ contractor shall Wresmni for nollfymg all ulllary markers, adjacent Unit owners whose pmpeq may are iry d and the Vryda Department of Transportation prior to completing airy ofiSM woo. 5. Connector mall ndfy and woN nde all wok imoN w exSWg uMNes WW manly rumens, at kart 72 boors prior In 0ke submit dmndru on. B. Connector stall imme iW ly report any momentum- IseMa-n emmng minimum; and wdmd documents W lM oaxrr and eglwer. 7 Connector son subma Far the approval of lye owner submlfils of all sped materials listed if the pMns, chemical davAage, manuCdumr apedhwaons and Mdo2 w reports. tceowrasapprovalofsubmll IsmllMWmmlandwiI cot relieve Me the mntmdortrom the resporetard, dissected- to We mntrad and for arty enter that may ex51. 8. NI bare areas shallM swdied. annul. Medved, seeded and mulct N. 9. NI ire¢, saplings, brush dc. shall W removed from wanm tce ngm Oway and iM drainage easenkeds. 10 Maturity of all mechamwl command From the Entrance Corndor shall Me narrowed 11 Roundup walls require separate budding permits. 12NIxalers.maws, sanitary Tall and sprinkler lines musuhe wwaB/ insP q'cholesterol County Building Dapadned from the mad W the drucW re. 13. kernel parking spaceswarms ateks, and uncommon roan shall andnaslalb] in accordance wM ICC MIN At 171-09. 14 YMere the nand Feel raw of plumbing TMures are Mlow the elevation ofMe nadple cover of the all upstream mannae in lye public cover, NeTenuresshell M proteded by a nachxater valve i¢ lctl In the building dean, dantln dtlke thdi drain or horizontal bmnclr serving sod Scums full ] Bparss Meng need III rims above Me dmmm dt manhole weer of netl upstream manhole in the pubic sewer shall cot eemarge through a backwater vards 15At mot drains slWl Monsanto in a manner not W coked a puthe mmanm and rut over exceeds 15 Buildings or strudures build before January 1, 1905n hu anwMSossurveypeMrmelinaeertcapply Wra submit- mmc Ms Mos removal permits are anotMd of pee her saw tram Adel County and VOOLI. Conduct all for tlkeY adMl l requirements and wmm far war Mm pMg ands %2aS l31. ITE TRIP GENERATION pY PM Ta 7pW use Desmrglon ITE Oly In Owl Tend In ON - Quick Lubnwfim .1 3SCrvlomg PmDpn B 9 9 8 7 15 120 vemde shep GENERAL CONSTRUCTION NOTES 1. Paw Y s Ma W IM Mhtn-" pie ng wnwd 1 Y ma -n, row, a pump stela obtained ,-M Murporm Department ofFinal DUCT) Tfs plan as drawn may net My redeem the momentum of and Manual Whom any e measures- the me uirenkems d the permt shall Loved 2. At appeals and condruNom methods shall conform bethe current apecmwe- and standards dY➢OT mlsss othetWse note. 3. Erasion and daallon control measuresshall o preferred In accordance with the aMp erosion wheal plan and small the Imlale prior to any deanng, grading or other wnslruchum 4. At stories and di turod areas are ro be colonel seem and mulched. 5.Tie maximum criminal slope Is 2'. 1 mandormal vertical) . N re reasonably oMdmde, lesser slopes of 3: 1 m o are In the -faced o. Paueenpred methanol lmat lines ditch may the manner! when In the opinion dNe County EWimrmdngme d Is mane necessary In oreerto sudlllze a drainage channel. 7. AI fill control signs shall conform with the Vwlnc Manual far Unemn Reagan Cm Cemgs. 8. Unts fihervwoe acted all concrete pipe shall he -needed mneete pipe - Class III. 9. AI exwvaon for norms one pipe Installation newt comply wM O$Wl SYaeards far five Cell on Iemtry(2J CFR Fear 1928) VIVInI l i MNrSGHLE: 1'=500' ti. -. ve m Q vwgin [ :�• Ow. v Vj wnr .vow .. arc,�w. a { ,w �vM ;moo o. wa -© anurem =.0 Q SITE 4 fscurrawn � v .hu.mrr..apQ ned V nM c .... Q V Q -e.0 er© anw y.ew.aps ';..rr.:.0 G om ..O.ew ..eeuu•m.• minx .wiw..m. a..i.. u.ev^e Q IMAGE PROYTDED BY GWGLE MAPS SHEETINDEX Cl COVER C2 EXISTING CONDITIONS C$ SITE LAYOUT C4 GRADING PLAN 8 UTILITY PLAN C5 EROSION CONTROL NARRATIVE PLAN C6 EROSION CONTROL PLAN C7 EROSION CONTROL DETAIL C8 SVVIM MAPS/CALCULATION SHIMP ENGINEIERINGhl ow.ano..re'Aa� +mags,.pe:.wmmaww Ty Lp �4 0 O L u M. 5 Lid 83 , 5hd1s�a2 P pgdPoNAL EHw' VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 20U2IHA3 WPO2022-00008 CM .cot 2 2022.05.23 WPO2022-00008 COIImfD15 FILE NO. COVER 21.043 C1 STORM EX. DI RIM 3 23C TMP 7B-5E PANTOPS WAY SELF STOR DB 5285 PG 587 ZONE: HIGHWAY COMME USE: INDUSTRIAL 1.11 AS 00 SOIL (TYP) • • • • �UGE M 50 p0 - S E .DI eaP, LIDEWA,LK 1 w D 49' PA .1 VARIANT UGE UGE inn -.. AA --- AA 20SHARED PRIVATE DRAINAGE EASEMENT ,EX CONCR0TE1 S OP2039' W 164,46 VARIABLE WIDTH>.ACSA UTILITY EASEMENT. DR 5246 PG 159 OPS CORN R WAY WIDTH PRIV TE ROAD inn EEC 3Dn M —395------—_ _ —— / \__-- -- --_ MAIL _ — EX. ET / EX. // o --994--- / iJ— sa3---_ ---- _ TON ENERGY(._--- __--------asz_________________ —VEPEB- CA"EMENT —_----393---------- EX. SIGN 0 391 I Tj T'REMAI ��\\\ EASEMENT +SIGN 9 \ DB 5246 PG - I 159 TBR I E� PANTOPS CORNER WAY ` I ! VARIABLE MOTH PRIVATE STREET EASEMENT. WIDTH PUBLIC ACCESS \ I / I D8 5 0 PG 148 \� APPROXIMATE LOCATION UTILITY Ir . \ DB 5267 PG Z73 gee TM ]B-5B EASEMENT FOR VEPCO & I? \/ DB 5373 PG 5SF T5 PAN70PS , LLC ALBEMARLE COUNTY SERVICE DB 5285 PG 570 \ DB 4358684 AUTHORITY I I \ ZONE: HIGHWAY OMMERCIAL DB 1129 PG 261 1 \� USE: OP I DB 4358 PG 684 \ 0.71 AC \\\ 138 DOMINION ENERGY/ \ VEPCO EASEMENT � \ DB 5244 PG 485 \-LI,MITSOF DISTURBANCE � AREA: 0.50 AC�� xb/____-� �' �`; /-------------- >a,----�—� —z5n —inn — isn —inn inn ion EA LEGEND MMM� MMMM SOIL TYPE BOUNDMY F WV14 w ■ R., � a I m n J a P I I z I F I �3: UGE HP HP HP HP HP i -� I EX.WALL I EX. WALL I 10 0 10 20 SO Scale: 1-10' SHIMANNING PROJECT P ELANNGINEERINISM EU E POP AT O�Ef4llEv�� —1. TH(la 2 MS > sf451t3 ssls2��. ®'e"sqw, e1w' VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.04.13 WPO2012-0 08 Canmenls 2. 2022.05.23 WPO2022L0008 COmESPis FILE NO. 21.043 1 EXISTING CONDITIONS �I TMP 78-5E )PS WAY SELF STOP DB 5285 PG 587 JE: HIGHWAY COMME USE: INDUSTRIAL 1.11 AC EX.DI !,EX.WAALLIF E; pT1 TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC LIGHT yy�� II POLEM IIIIIIIIIIIIIIII IIIII�, EX.SIGN EX. FHA -.8 5''1 EX. ET C MIN. 10' FRONT SETBACK FROM EXTERIOR EDGE OF SIDEWALK SIGN REMAIN o oo' �q. P SS E% CONCRbE, If X. 3q AUTOMOBILE SERVICE STATION 30,92] SF TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC N FEE 392.42 HP HP HP HP IS EX.SIGN o I a Is SHIMP ENGINEEAINGil M- x NEW DI-7 0 --"° nE�v�� �sxew�revarffxrnmu EX.SI NUjl 4 68.35' .°I 3 PP Tx qp V � 2 V I o fsD .i51M a ssls2��. IF U c Z a o 0 m U W3 VSMP PLAN FOR oe cm 3 TAKE 5 PANTOPS o O o� zo I n ALBEMARLE COUNTY, VIRGINIA PP - SUBMISSON: HP — EX.WALL �� °. R 2022.03.04 w rc REVISION: o EX.WALL 1. 2022.04.13 WPO202240008 C ..Is m= 2. 2022.05.23 WPO2022L 08 Comm991s �a of G o = 9 FILE NO. 21.043 JE o SITE LAYOUT 10 O 10 20 3D Scale: 1'-10. C3 EX.DI TMP 78-5E ANTOPS WAY SELF STOP DB 5285 PC 587 ZONE: HIGHWAY COMME USE: INDUSTRIAL 1.11 AC 1 I All, 1 1 \ 1 I \\ 1 I \ \ 1 1 1 1 1 1 \ 1 I 1 1 I I 1 1 \ 1 1 I 1 11 \ I I I 1 \ 1 1 1 I 1 11 II I 1 \ I 11 II 1 \ I 1 \ I I 1 1 \ TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC \ '. N90— PER yc \ \ \ 89 000 .S.egz 1 °° xgV 2 Ap 373R - -- - -_---- - _ - 7w EX WALL / '— TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC LLNEW DI-7 I m TOP:391.52 a INVOUT: 387.52 RICE 392.42 g' HOPE ROOFDRAIN 45' BEND I Ga EI N/ I ,92.z \\ VO mDE %. 93ED ���\ 1 2' - it 92 i' EX-- WALL ill l SHIMLAND PLANNING PROJECT P ENGINEEAINGil .2 E POP AT O�Ef4lIEv4� —1. VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.04.13 WPO2022-0 08 Canmenls 2. 2022.05.23 WP020U2 08 CEm.Pis FILE NO. 21.043 GRADING PLAN & UTILITY PLAN � I PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION 0 �1STORM SEWER Al TO A3 Cis SGe10: x01121:30 INUMI:10 12iDY5 Nsaa�NNa•aaaamNaNaNa®0000NaNN®Na®® � 2 !M04 STORMWATER INLET COMPUTATION U �R �NM 8mk PROJECT DESCRIPTION MI5 STE 6 VACANT LOT AT ME INTERSECTION CP RM 250 8 PARTIES CORNER (PRIVATE ROAD) IN NLPLARE W1Xtt LUNG DEVELOPED INTO COMMERCIAL SEANCE FACUMES UGEVELL MOST AREA (ONSTE AREA 4 MFli%ENENTS MAIN ME ROM) IS DF ARES. MMI1S LF DISNRRANCE IS 050 ACAS. 1. THE COMMASO Y SHALL WTNN ALL TONAL ANNN STATE MOSF]NI ANN SEGMENT PERMITTING REWREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE AN WE, PERMIT REQUIREMENTS 2 INSTALLATION BE PERMANENT BEGUN AND GRANT CCNTRIM, MEASURES AS SHOO! ON RE PLAN AND "W"S 3. MATING AND PLACEMENT BE TELL SHALL BE IN GENERAL ACCORDANCE MM ME PLAN. 4 ESTASDSHMENT CF PERMANENT STARRATON OF ALL OCCURRED MEAS EXISTING GTE CONDITIONS ME EXISTING SITE IS CLEARED AND VACANT MD HAS A WAttNT GRADING PERMIT ADJACENT POORNESS THIS PROPERTY IS BORDERED N ME NORM AND STUFF BY EASING SPERM N ME EAST AND NEST ME AUTO OEALERSNIPS ME SEAL NEED N M EXPORTED N ME BE N GEES WHICH SHAUL NAVE ROGER CONTROL PERMITS. d0S ME SIIF CONTAINS ET OALOMNG SEAL 5% SLI 12C - CANCAN OFF LOAM - 'HE ISO SLOPE£ VINO B HID - CANCAN 9Li LOhM - 15 N S. SLOESHSC B 23B - CA CUT TO - 2 TO ]S 9➢AM, FIRM B 2]C - AM SON CLAY LOAM - ] N 15% SUMEDD H% B SO - UOORMENTS. LOMY - 2 TO 25S GARS. HOG 0 ME CATCALL AREAS ON THE BE ME ME MANAGED MD PRESERVED SLOES CARE SHALL ME iAXOK N CWTRO ERLUM IN THESE ARFIS. 1. SAFETY FENCE: A PROTECTEE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. SM. AND SPEC. 3.01. 2. COISRIICRM ENBAN[F. INSTALL AND MAINTAIN A CONSTRUCTION fNTRANE AS NECESSARY. MAi MEETS ME REWWEYENIS Cf STD. ADD SPEC. 302 MD CONFORMS AM TE AWREMENTS OF ME EROSION B SEDIMENT CONTROL PLAN. 3. SITRACE INSTANT AND MAINTAIN SILT FENCE THAT NEEDS ME REQUIREMENTS 9SM.. AND MEG 3.0 S MIS SLY PENCE SHALL BE INSTALLED AS SHOO! ON ME EROSION k MOMENT CWTRO PLAN AND ACCOMPANYING DETAILS FOR ME PURPOSE OF MUDGUARD SETLADEN AUGUST BEFORE IT 15 DISCHARGED MOM ME STE, ME SILT FENCE SHALL BE INGECTQU AND MAINTAINED TO ENSURE CONTNUED PERFORMANCE 4 TEMPORARY SEEMS TEMPORARY SEEING SHALL R APPLE N ALL TENDER AREAS AMIN MEAN (]) DAYS N GRANTED AREAS THAT MAY OR MAY NOT BE AT MAIL MAN BUT ALL AMAIN DORMANT (IMOISMPBED) UP FOUND MAN 14 DAYS. TEMPORARY SEEDING $HALL BE APPUED IN CONFORMANCE MM SN PAN SPEC. 3.31. 5. PERMANENT REEDING'. PERMANENT SEEING SHALL SE APMIEM TO AREAS REPEATED CN MEE MM ACCOMPANYING STORM SEWERS AM GHNL SE AND TRADED N NECESSARY MT SEDIMENT WILD ME FOLLOWING ME ME PRO MMAGEMMT STRATEOES AND DETAILED SEWAGE BE CONSTRUCTOR STAGE 1. INSTALL CONSTRUCTER ENTRANCE OFF FARMED CORNER ROAD (PRIVATE). TRUCKS SHALL BE CLEANED PRIOR TO LEAVING SITE. 2. INSTALL SILT FENCE AND INLET PROTECTOR. STAGE 2 CONTACT NE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL EAS CONTROL MEASURES. 5TAGE 3 1. UPON APPROVAL OF BUR CONTROL MEASURES, BEGIN SITE WORK. 2. INSTALL VTLITES AND COMPLETE MASS GRADING. 3, INSTALL ADDITIONAL CONTROL MEASURES AS SHORN ON SHEET OF 4, MAINTAIN PERIMETER CONTROLS UNTIL IS COMPLETED AND SITE HAS ACHIEVED TEMPORARY STABILIZATION. AL 1. AS AREAS ARE BROUGHT TO GRADED, APPLY MULCHING, TEMPORARY SEEDING 2.F PERMANENT SEEDING. 2 ELLSLOX AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEC£TATCN 3, ALL SLOPES UR GRASSED AREAS. J. WEN INSPECTOR HAS GRANTED APPROVAL. REMOVE PERIMETER CONTROLS. p]NSIRUCPCN WNIENANa ME RUMORING CONSTRUCTION MAINTENANCE PRAC➢CES SHALL A RUMORED AT ME $17 1. ALL US CONTROL MEASURES W. BE WECAM DAILY AN) AFTER EACH SIGNIFICANT RAIN EVENT. All PEPRI CENTER WRING 116E INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTCABLE. 2. ME SET FENCE BANNER SHALL. BE REGULARLY CHEMED FOR UNDERMINING, DETERIORATION OR 9GNFICANT EROSION, SEDIMENT HALL BE REMOVED AFTER EACH STORM EMIT AND WREN ME LEVEL CT EEDIMNT MOTOWN HUGHES HALE WE FRONT OF ME CONTROL 3. ME CONTRACTOR IS MSPg19Bf FOR ACHERING TO AL MAINTENANCE REQUIREMENTS SET FORM IN ME CURRENT EDITION OF THE MRQNIA SEGMENT AND EROSW CONTROL MANUAL. OMIX APFLICARE COMMONWEALTH IF NRGINIA REGULATORS AND THE PROJECT SFIDDUCA INS. 4. ALL SEEDED AREAS MLL BE REQIVRLY UPECKED TO ENSURE THAT A GOUT STAND OF MASS IS MAINTAINED. S AREAS AN RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE If HIGH ROWS HALE DAMAGED THEY CONTROLS IN CAU30 ESCE OVE SEGMENT DEPOSITION. ALL AREAS SHALL OU MAINTAINED IN ACCORDANCE AN ME REQUIREMENTS SE THE US CONTROL HRH. ENWROMMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL FOUNGNMFNTAL CONTROL MEASURES SO AS N COMPLY AN LOCAL ORDINANCES, STAR AND FEDERAL LAWS MO REGULATORS MNCABS N WATER POLLUTGN IN WATERS OF THE STATE AND IN INTERSTATE WATERS, 2 CONTRACTOR SHALL MINIMIZE ME POTENTIAL MR MR POLLUTRM BY ME USE OF EMISSION CONTROL FWIPMENT OR CONTRACTOR OPERATED EMINENT. SHUT-0OAN OF MEMBER EQUIPMENT MEN NOT IN USE, AND ACTIVELY CCNIRCWNG OUST WORKS THROUGHOUT ME PROJECT CONTRACTOR STALL BE fSSPCNABIf FOR WTARK All LOCAL AND STATE EXOSIW AND SGUIMENT DQUEEM PERMITS AND MAINTAINING ALL DAMN MN SEGMENT CW WILE IN ACCORDANCE METH ME PERMIT REQUIREMENTS. CENTRAL NOES I. ME INFORMATION AND DATA SHOW OR INDICATED AV RESPECT TO ME EXISTING UNDERGROUND MORES AT OR CONTIGUOUS TO ME GTE ME BASED OR INFORMATION AND DATA FURNISHED TO NE OMER AND ENGINEER BY ME DOWNS O MACH UNDERGROUND FACU➢ED OR OTHERS. THE FANNER ON SOONER SHELF NOT BE MEMPERNME PR RE ACCURACY ON D]MFI£TFNESS OF SUCH REDRAWN OR DATA. ME CONTRACTOR SHALL HAW TOLL REMONS AUTY FOR CONFIRMING UACCURACY Of OATEN FOR LOCAMG ALL UNDERGROUND WRITES.FOR MONARCH OF HONK MM MRS OF GIW UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR ME SARtt AND MOVEMENT THEREOF AND REPAIRING ANY DAMAGE MFAEM RESULTING G FR ME MARK. AL OF WERE CONDITIONS SHALL BE MET AT NO ADCUMONAL COST N ME OWER. ME CONTRACTOR SHALL CONTACT'Mi. UMIIMS' OF NRGNIA AT I-BW-552-]NMI PRIOR TO ME STAGE OF ACM. 2. MIEN HORNING ADJACENT TO EASING STRUCTURES, FORCE. MOTIFS ETC, ME CONTRACTOR SHALL UK MIATEKR METHODS MAT ARE NECESSARY TO PROTECT STRUCTURES FARM DAMAGE. MY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUBCONTRACTORS SHAUL SE ME CONTRACTORS SAE RUMNSMMTY TO REPAIR CR REPLACE. ENS EXPENSE IS ME MOTE ANTON'S RESPONSIBWtt. 3 REPLACEMENT ON REPAIR OF DAMAGED STRUCTURES STALL SE AT ME CONTRACTORS EXPENSE. 4. ME OUNTRACTIA SHAUL BE RESPONSIBLE FOR PROTECTING ALL EMETNC STE STRUCTURES MOM DAMAGE AND COMOINATNC MEN 50 THAT ME OMEA CAN MAKE NECESSARY MEASUREMENTS N MODIFY/PROTECT EXISTING STRUCTURES MOM OAMAOS S ME CORTRACttR SHAUL GE RESPONSIBLE FOR NOTETXG ALL UPMtt OMNM R ADJACENT LAND GAINERS MOOSE PROPERTY MAY BE IMPACTED AND ME MIRGINIA DEPARTMENT OF TRANSPORTATION PAGER TO CWPIERMG MY OF -SITE WORN. B. CONTRACTOR SHALL NOTE" AND COORDINATE ALL MEN INVOLVING EMEND NNT6 A N UTUtt RANGES, AT (EAST 72 HOLES PRICK TO ME START OF CONSTRUCTION. ]. ALL EXCAVATOR FOR UNDERGROUND PPE INSTALLATION MUST COMPLY AM LUIA STANDARDS FOR ME I%NSMUCTON INDUSTRY (29 I]R EMT 1IRAL S CONTNCTCR SHALL VERIFY ME LOCATIONS OF ALL BOUNDARIES. BULL IN.S' . VEGETATOM. AND OVER PERRENT ANTE MfMI CONTRACTOR SHALL IMMEDIATELY REPORT MY ENDURANCES DEFACER EXISTING SUMMONS MO CONTRACT DOCUMENTS TO ME OMNM AND ENGINEER 9. COMMA" S ALL SUBMIT FEW M APPROVAL IY ME OMER PREMIUMS OF ALL SPECIFIED MATERIALS DSIE) IN ME PEAKS TO INCLUDE SHOP MANGE MANUFACTURER'S SPEgMCATI0N5 AND LABORARRY REFORM ME OMER'S APPROVAL OF SUBMITTALS BILL BE GENERAL AND MLL NOT RFUEW ME COMPACTS' FROM ME GORSKSBUTY OFFAMMENCE TO ME CONTRACT AND FOR MY ARIA THAT MAY EAST. IOCONMAMCR SHALL BE RESPONSES FOR OBTAINING ALL NECESSARY PERMITS. INSFfCTONS, BONDS. ML OTHER RELATED DBMS IN ACCORDANCE MM LOCAL AND STATE BRADY. L ALL CONCENTRATED ONSITE RUNOFF SHALL BE HOOTED INTO CHANNELS AT RAZES MAT COMPLY NM VA TYPE IIC SNM REGUTATONS AS ME SITE IS MANOFAMERED INTO A TYPE HIS SM PERMIT. 2. WATER UJANTItt HAS BEEN ADDRESSED UNDER WPO 201E-BB PoM NUTRIENT CREDIT PURCHASE PER WHAT PLAN, THIS SITE WAS COVERED BY CREDIT PURCHASE UFFICIENT FOR 0.59AC IMPERVIOUS. 4.11HIS PLAN PROPOSES 0.53 AC IMPERVIOUS AREA. S.ME MAXIMUM 0.5E IMPERVIOUS AREA RUNOFF SHALL BE CONVEYED INTO ME APPROVED BAB DETENTION SYSTEM IN ACCORDANCE NTIH MPO 2018-00058 PLANS NOTE: -SEE APPROVED MAPS ON SHEET C& -MEN UUM AREA OF DISTURBANCE _= 0.53 ACRES. PROJECT REQUIRES A MARIO STATE PERMIT SINCE PART OF A COMMON PLAN OF DEVELOPMENT. SM DESIGN IS PROVIDED NA WN02G8-W08TG VAR10E170 ( MANTOPS CORNER LC) TAKE 5PANTOPS LD-229 STORM DRAIN DESIGN COMPUTATIONS Form To (ROOF HOURS Me ACwm TOXIC LOW TMtl UP CH Lv P e ND "IOC4 Fbwlhre Point Pom1 Aree Coel AC AC NT®si Flow cfi UWAN Nvert Lee IN Sloe D.-RE Ce Nc pc) (odo) (iMn) BE El (M) (O (cfi) (OR) OmK 1 2 3 4 5 6 ] R 9 10 11 12 13 14 IS 16 17 A3 A2 0.19 0.65 0.12 0.12 S.W STY Obd 387.53 386.G0 d6.10 2.[0% 15 9.09] 4.537 OUR A3 AT 0.1E 0.12 S.OR 5.16 OUR 30fi.d0 38200 13].71 3.ID% 15 13.51E 5.337 OIN Al ANA 0.31 0.0 031 032 5.05 5.16 Ib4 38180 38122 82.]5 0N% I$ $JOSS d.093 BOB �1LD-229 STORM DRAIN DESIGN COMPUTATION C5 ma seede MINIMUM A(MS1: ALL APPLICICABLEBLE AR NRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND MINIMUM STANDARDS SHALL BE ADHERED TO DURING ALL PHASES OF CCNSIRUCl10N. THEMINCLUDE, BUT ARE NOT LIMITED N ME F(KLOWING: I. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZAPSHALL BE SHABE APPLIED TO BARE AREAS WETIN SEVEN DAYS AFTER FINAL GRACE IS REACHED ON ANY PORTION OF ME SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED N NIN SEVEN DAYS i0 DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISIUREEE) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT AREAS MAT ARE M BE LEFT DORMANT FOR MORE MAN I YEAR, 2.STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF WE PROJECT, SOIL STOCKPILES SHALL BE STABNZED OR PROTECTED WM SEDIMENT TRAPPING MEASURES. ME APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SUL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3.PERMANENT VEGETATIVE COVER A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGEMFTON SHALL NOT BE CONSIDERED ESTABLISHED VNTL A GROUND COVER IS ACHIEVE MAT, IN ME OPINION OF ME COUNTY INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE i0 INHIBIT EROSION. 4.TMING & STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIN IER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED i0 TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING A(MMTY AND SHALL BE MADE FUNCTIONAL BEFORE FORTNER LAND DISTURBANCE TAKES PLACE. &STABILIZATION OF EARTHEN STRUCTURES, STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. &SEDIMENT TRAPS AND BASINS: A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER MAN OR EQUAL TO THREE ACRES. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE ME ANTICIPATED SEDIMENT LOADING FOR WE LAND DISTURBING ACTIVITY TIE CULPABLE DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT TIE TOTAL DRAINAGE AREA FLOWNG THROUGH ME OISNRBEO AREA TO BE SERVED BY ME BASIN. ].CUT AND FILL MOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WLL MINIMIZE EROSION. SLOPES THAT ARE FUND i0 BE ERODING EXCESSIVELY ,MIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PBOMBED NTH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL ME PROBLEM IS CORRECTED. &CONCENTRATED RUN-OFF DOM CUT OR FlLL SLOPES: CONCENTRATED RUNOFF SHALL NOT ROW DOWN CUT OR FILL MOPES UNLESS CONTAINED) WAIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL. PLUME ON SLOPE DRAIN STRUCTURE. 9.WATER SEEPS FROM A POPE FACE: MEN EVER WATER SEEPS FROM A SLOPE FACE, ADEOUAM DRAINAGE OR OTTER PROTECTION SHALL BE PRONGED. IOSMRM SENSE INLET PROTECTION: ALL STORM MWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO MAT SEDIMENT -LADEN WATER CANNOT ENTER ME CONVEYANCE SYSTEM WTROUT FIRST BEING ENTERED OR OMERNSE TREATED i0 REMOVE SEDIMENT. ll. STABILIZATCN OF OURERS: BEFORE NEWLY CONSTRUCTED STRAMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL. ADEQUATE COMET PROMOTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIMNC CHANNEL 12, WORK IN LIVE WATERCOURSES: ,TEN WAGES IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE ME WORK AREA TO ME GREATEST EXTENT POSSIBLE DURING CONSTRUCTER. NCNERCDIBLE MATERIAL SHALL BE USED FOR ME CONSTRUCTION CF CAUSEWAYS AND COFFERDAMS. EARNED FILL MAY BE USED FOR NEED STRUCTURES IF ARMORED BY NONERUIBLE COVER MATERIALS. 11CROSSING A UVE WATERCOURSE: ,TEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE MAN TNCE IN ANY SIX MONO PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED CF NCNERUIBLE MATERIALS SHALL BE PROMISED. ({.APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING i0 WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. I S.STAMLIZATI ON OF BED AND BANKS ME BED AND BANKS OF A WATERCOURSE SHALL BE STABUSTED IMMEDIATELY AFTER WORK IN ME WATERCOURSE IS COMPLETED. 18.UNDERGROUND UTILITIES: UNDERGROUND UTILITIES SHALL BE INSTALLED IN ACCORDANCE NM ME RUBDOWNS STANDARDS IN ADDITION TO OMER CRITERIA: YJA) MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ME TIME, G.E%CAVAIED MATERIAL SHALL BE PLACED ON ME UPHILL S10E OF TRENCHES 4EFPLUENT FOR DEWATI:RING OPERATIONS SHALL BE FILTERED CR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOA, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSIIE PROPERTY. d MATERIAL USED FOR BACNFILLNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. RRESTABILIZATICN SHALL BE ACCOMPLISHED IN ACCORDANCE VAN THESE REGULATIONS. L APPLICABLE SAFETY REGULATORS SHALL BE COMPILED NTH. VECONSTRUCTON ACCESS ROUTES: WERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE ME TRANSPORT CF SEDIMENT BY MEHICHLAR TRACKING ONTO PAVED SURFACES "ERE SEDIMENT IS TRANSPORTED) ON TO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT ME END OF EACH DAY. SEDIMENT SMALL BE REMOVED BY MODELING M SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN MIS MANNER. MIS PROMSION SHALL APPLY TO INDIM)UAL LOTS AS WELL AS TO LARGER LAN) DISTURBING ACTIVITIES. IB.IEMPORARY US CONTROL MEASURE REMOVAL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED NMIN 30 DAYS AFTER FINAL SIZE STABILIZATION OR AF1Efl TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OMERNSE AUMORIZEO BY ME LOCAL PROGRAM SLUNK RICO TRAPPED SEDIMTRUE ENT AND E RETURNED SOIAREAS RESULTING MOM THE DISPOSITION Of TEMPORARY MEASURES SHALL BE FERRANENTI.Y STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT. 19. ADEQUACY OF RECEIVING CRIANNRS: PROPERTIES AND WATERWAYS DONISTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE, DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORMWAIER RUNOFF FOR ME STATED FREQUENCY STORM OF 24-HOUR DURATION. SH I f M ENGINEEAINGil LAND PLANNING OWEIT oinoTrt_"END `UVAWi'Oweaaxxxenau. TH iM Z o MS > P. MSIB3 shslz ��. ��MMmMAL eT*' VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.04.13 WPO2022400008 OIDENBURG 2. 2022.05.23 VADOMO22L0008(MENAn6 FILE N0. EROSION CONTROL NARRATIVE 21.043 C5 -X. 2lm 37 ME iL TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL SIGN_ _ jEMAIN _ _ I I ------- ----- pw WE poll F SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 PAVED CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION CRS —x —x —x —x 3.05 SILT FENCE SF 3.10 SAFETY FENCE �A --Ilpl--� 3.31 TEMPORARY SEEDING TS �--�� 3.32 PERMANENT SEEDING PS 3.35 MULCH 3.07 INLET PROTECTION IP LIMITS OF DISTURBANCE: 0.50AC SHIMLAND PLANNING PROJECT P ENGINEEAINGi POP AT .. TH qp h'Ao x o µS s Iic Io_.451M P Sf<3I22 0t g�BskAYAI 5� VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.04.13 WP02012-00008 Canmenls 2. 2022.05.23 WY02022L0008 Cummenls FILE N0. 21.043 EROSION CONTROL PLAN �I CONSTRUCTION OF A SILT FENCE L SET THE SfAIU.'3. E. EXCAVATE A 41 4' TRENCH UPSLOPE ALONG THE LINE OP EMKES. will III ' III 3, STAPLE FILTER HATERW. 4. RACKPID. AND COMPACT TO STAKES AND EXTEND THE MUVATED SOM IT proTHE THE TRENCH. �IIII %1 /IIII SHEET FLOW INSTALLATION (PERSPECTNE VMV) �y POINTS A SHOULD BE HIGHER THAN POWT B. DRAINAGET'AY INSTAWA771011 (FRONT ELEVATION) SNIMT'. AdkP henlmnFJin a elm W MGn Rib @line led &dinmlh Vi W1c ROTE W72 HwW w TTaI SILT FENCE SF c7 Nat Ta Basle PAVED CONSTRUCTION ENTRANCE sat D N. mxsrRL— rrcEss 3 sM-2a ASPHAu FaP nN it rEXIS71NG zx zx 1 PAVEMEM IN WN. z I A ACCREcaE BASE PROFILE STONE ,DI', CONS'NomanN ^ AWFAE' PAVED ACCESS IF^J WASNRMK 3x x1.DNG 3x I3x 13' MIallPAVEMEM `MUST E%rEND NLL WIDTH L-0 1 PoSITM DR. -,OF INGRESS ANG EGRESS Opp enE OPEwnoN Nc NTT+cE �d �12' MIN. pSmVE DPNNACE 2z ro sEOIMFmm Twawuc DEvICE FnTFP CLC"n SECTION A -A A Nmmmw water hp of t each most be asserted will a uwduaen I MENbaecaak absdo@lwhe upphvlaa wain hose arm. msmM of I wines for adapt#e mlxlnsl Vrevsloe. llhillxwln nmsl Le caniM away fiw1 We ashauax to au aVVrored sellWsc arrn to reulove seltimeW..4B sedissuvl sbaB Le Vrealell from Meusg atoms Nalti', Nlcbro' or walercorm'n'. PAVED WASH RACK NO ECkF �s1PAV. CONSTRUCTION ENTRANCE (PCE) C7 xa To w GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER ^ly RUNOfF WATER WIRE MESH EILIEREO WATER M SEDIMENT CONCRETE GONER 12 �wCURB INLET SPECTE'IC APPWGams TMS LRINOD OF MIST PRGTECIIGN 18 APPWGBIR AT CURB MLES w16RE PONDING m FRONT OF THR RTRUCNRE 6 NOT LIECI.Y TO GIISE mCONVEPmICB UN anal TO AWACHNf STNUCTIIIRS AND) UrePpprECl'Ep AREAS. • cBAVEI, sxAW. BE VOm B3. /ss4 OR s 0OnP3R nccRBcaTe. z INLET PROCTION IP) C7 na m ewe SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED RUSTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC � 81SAFTY FENCE (SAF) C7 Nat n scale PLATE. 3.1-1 335 TABLE 335# ORGANIC MULCH MATERW9 AND APPLICATION RATES RATES: MULCHES: NOTES: Per Auer Fes 10W sr,. @ Shaw or Hay 1a-2 tons 70-10 to Free from weeds a ad marry (hfldmuha 2 matter. MUM be anchored. toys in, Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35Ibar Do not use as mud for 'Job No. rvlmcs wvc, - dwLy hot. it, periods.' Apply as Slurry. Chan Stand 4-6 ums 185-W5 M. Cut m shredded in<e I.0I Air -flood. Po But me m fine fluff areas. Apply with mulch hlawer or by hand. Wood Chips 4 - 6 tons IM - V5 RON Free of mane matter. Air- dried. Treat WHO 121hs nitrogen per ton. Do cot me is fine turf areas. Apply With hand hands, dip handler, or by hand. Bark(hips 50.70 av 1-2 m. yds. Fred Mcoarsematter. Air - Yale dried Do cot use is fine Slvedded tuff areas. Apply with Bark match blower, clip haNLer, or by hand. ' When Bber mulch tithe oaty available mulch during periods when strae ahoatd h 11xd, apply el a miNmum rats of SEEN Ds./sic or 45 lbs./l0001N, BE C7 a MULCHING MU Nat n swx TABLE 3Jg-A ADHESIVES USED FOR DUST CONTROL Water Applimlion Dilution Type of Rate Adhesive (Adhesive Water) Node Gallons/Acre Atonic Asphalt Emulsion Latex Emadsian Res in Water Acrylic Emulsion (NomTrufiic) Acrylic Ematsion (Traffic) 71 Course Spmy, 1,200 12,51 Fine Spray 235 4:1 Fine Spmy Ton 71 Coarse Spray 450 3,51 Course Spmy 350 i1DUST CONTROL (DC) C7 Ma n sou. Tmiss.vc .M.. vowif -el as all were-w. -she upwadd— sawasse %1TEMP0RARY SEEDING (TS) C7 Nat Be Bed SILT FENCE DROP INLET PROTECTION bass, swer ITAX- I Ias PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION 011111 DETAIL A TRES k@TIIOD OF INLET PROTECTION IS APPWCABLE WHERE THE INLET DRABIS A RENTIyELY FIAT AREA (SLOPE NO GREATER THAN 5%) WH®tE THE RHRT B m OR OVERLAND AONB (NOT BXCEEORIG t C.F.S.) ARE TYPICAL. THE 5@9'HOD SHAVE, NOT APPLY TO INLETS RECEDGNG CONCENTRATED Mn. SUCH AS IN STREET' OR WGIFFAT MDLANS. SOURCE NC. Te®® seat 9limmt f MI Plenniw enE Oeeien Wnual. am (I)EP INLET PROTETION (IP) C7 Nan Bush PERMANENT SEEDING SPECIFICATIONS Forman IB through April 30: Kentucky 31 Fee- - 120 halt.,Red Top Grays - 2 hallAnnual Rye - 20 Iba/dare. May I through August 1S KentuQy 31 Femora - 12e Ibalave: Red Top Wass - 2 Ibalean: Foxlail Millet - 20 Iba/acre. Audi IS through October 31: KenNMy 31 F— - 12a Iba/acrm Red Tap Grass - 2 Iba/acre'. Mnuia Rye - 20 Ibs/acre. November 1 through February 15: Nentuaky 31 Fescue - 128 Iba/acre: Red Top Grass - 2 Ibs/acre: water EW - 20 Iba/acre. MULCHING SPECIFlCAPCNS: Straw or hay at a role of 2 tons/acre. Must be anchored Spread with mulch blows or by hand. UME AND FERTIIRER SPECIFlCANONS: lime and fertilizer needs should be determined by soil beside. Stests may be preformed by the Cooperative Extension Seryoil ice Sol Testing Laboratory at WENSU. or by c reputable commercial laboratory. Information concerning the Stale Soil Testing Laboratory is available from CIW Extension Agents. Under unusual conditions where it is not reseNle to burden a soy heed. the falowlag sell amendment¢ will be applied: For Permdnend 5eetling: 5eetletl sae shall be limed at o role of 2 lone per acre, our fertilized at a rate of 1,000 us. per acre of 10-20-10 (10 ros. per FOOD aware feet) or puivelent. For Temporary Seedlug: Seeded retie when be limed at a rote of 2 tons pw acn. and fertahed at a rate of GOO ma, per acre or 10-20-10 (10 His. per 1,000 square feet) or call LOW MAINTENANCE GROUND WO : SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grode, Mix the following seeds at 30 Ibs/mere each, Wgmla Wlll (Elymue vaglnlcua), Little Bluestein bass (Schlzbahyilum ureaof n),GPuesl(so gnurif flow$),,) Broomall pmmpagen mroiniwa). (@ERMANENT SEEDING (PS) C7 Na Ta sou. PENTE 3.07-1 SHIMP ENGINEEAINGil aw.dtawamvA'aro aa:I.ywrwmMN: rnow. TH Oa 2 M. S o. 451E3 Shatz Wig. VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.04.13 WP02022-DOW8 Cammlmis 2. 2022.05.23 WPOMU-00 AB Comm infls FILE N0. EROSION CONTROL DETAILS C7 SWM - APPROVED PANTOPS CORNER OVERALL PLAN FOR DRAINAGE NOTE: "See WP02018-00088 "Reference Shimp Engineering 79p. Calculation Packet dated May 31, 2019, approved 7/18/19, cover letter Regarding: WP0201800088 Pantops Comer VSMP Major amendment, p.22 of PDF document for identical image as show above" "Stormwater quantity control provided via VAR10E170, underground detention system beneath parking lot at holiday Inn Express, Pantops Corner Way Charlottesville,VA." Reference WPO 2018-00088 VSMP plan for details. "Storm quality provided via ( portion of ) 8.49 lb, nutrient Credit purchase, 6/20/19 , between hotel street Capital, LLC ("seller" utilizing Rivanna River Nutrient offset credit bank) and Pantops corner, LLC (Purchaser") / development of site, which includes post -Development land cover type and area Ac. depicted in this WPO plan" HOTEL STREET CAPITAL L.L.C. a Vir3inia funned liability �cmIIInpany, �CmY, LEE, i4 W42,� Nm Rome I[ m,em Project Name VSMP Major AmbNm e t Plan far Pentaln Conner Lemlka. Albemarle Caunly. Thi 079000000A58GI. 07800MOA 5A0, 07800A0.00.005R0. 079M 00A0.005E0 lunar. Pentops Canner LC 127W Crimson Ct Sm. 101 Heonto Ve232P3 CrMit Amount Main: 8.491br Proj.IHUC 0208020e Appllntlnn WP0201800088 Image: Approved VSMP Major Amendment Plan for Pantops Corner. rORNTER DRAINAGE MAP PANTOPS CORNER - POST -DEV MAP APPROVED ON 7-18-2019 Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08+0.07= 0.55 Acres - T TE 7 EEL E.T L-.\L,:.;E-'- � l , EtE T • ImPERVIGJS (N�) O I'E Vons ITL E _ LI - LE - E- (TIE + a O'L�'. 5 EE ITE - d YI T T•L 91 TF - F- E n �^� cT iTE - E- E L� III T T-L - E-. / See total_ E Land Cover a EE ITE E- TE E E.T _ f ,an :aa 30 0 30 50 90 MMMMIIIINEEMI- Scnte: 1"-30' 0.08 Ac 0.05 PANIOPS --------- " Summary Area: WAY 0.07 Ac Impervious: rE ROAD______ �� AD AD0.13+0.19+0.05+0.02+ 0.08+0.07= 0.54 Acres DA i JJ ':::'.•.•.•.•.:�:.:.:.:.:.'. oDA LYYYLYy;.alll. .'.'.'. rcg 0.13 Ac mmmmmmmm APPROVED TURF APPROVED DRAINAGE AREA MAP AREA :0.18 ACRE Scale: 1'=30' SHIMP ENGINEERINGil amme.H."t-urrs— TH (jp i MS sf05183 ssl's2�A. VSMP PLAN FOR APPROVED TURF TAKE 5 PANTOPS AREA :0.11 Ac PANTOPS CORNER WAYrri ALBEMARLE COUNTY, VIRGINIA VARIABLE WIDTH PRVATE ROAD SUBMISSION: m 2022.03.04 _ 3 REVISION: . 'om 1. 2022.0/.13 WPO2022-00008 CNnmenls .. �....�.. m� 2. 2f112.05.43 WP0202200008 Comlren6 APPROVED IMPERVIOUS AREA :0.59 ACRES FILE NO. 21.043 SWM MAPS I CALCULATION PANTOPS CORNER - LAND COVER MAP APPROVED ON 7-18-2019 30 0 3o 60 90 (APPROVED LAND COVER MA Scale: 1" 30' C8 Section 5. Stormwater Management Plan (Provide a reduced 1 Ix 17 copy of the latest stormwater management plan. Do not reference only.) STORMWATER MANAGEMENT NARRATIVE: ALL CONCENTRATED ONSITE RUNOFF SHALL BE ROUTED INTO CHANNELS AT RATES THAT COMPLY WITH VA TYPE IIC SWM REGULATIONS AS THE SITE IS GRANDFATHERED INTO A TYPE IIC SWM PERMIT. 2. WATER QUANTITY HAS BEEN ADDRESSED UNDER WPO 2018-88 WITH NUTRIENT CREDIT PURCHASE PER THAT PLAN, THIS SITE WAS COVERED BY CREDIT PURCHASE SUFFICIENT FOR 0.59AC IMPERVIOUS. 4.THIS PLAN PROPOSES 0.53 AC IMPERVIOUS AREA 5.THE MAXIMUM 0.59 IMPERVIOUS AREA RUNOFF SHALL BE CONVEYED INTO THE APPROVED SWM DETENTION SYSTEM IN ACCORDANCE WITH WPO 2018-0088 PLANS. 0191M - SEE APPROVED MAPS ON SHEET C8. - ALTHOUGH AREA OF DISTURBANCE = 0.53 ACRES, PROJECT REQUIRES A VAR10 STATE PERMIT SINCE PART OF A COMMON PLAN OF DEVELOPMENT. SWM DESIGN IS PROVIDED VIA WPO2018-00088, VARIOE170 ((PANTOPS CORNER LC) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County 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 — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County POLLUTION PF: NTION PU KEY I IYNWL AGTWY PxG1EGTICx RNN GM£ GONCAE E ® GENE E WAGE UGTURG Q IN .RMGTI X WING PPW A 0 1I GX IMT92V1 oEirvERr Axo GNNM£ ® uA WRING SE bJRIXG RNI�IxG PRp^E$$ ® souoxwsE GISPOS.L qqq GFHrtMv w sTE O IAIIGSCMING G E Am. © WSHWATEAS OVIP W IN O P EUNc G FLp NO E ALL SqL ON T115 9TE IS HSG: B CONTRACTOR SHALL MARK LOCATION OF COVERED DUMPSTERS AND BUILDING MATERIALS (INCLUDING PAINT AND SOLVENTS) WITHIN THE LIMITS OF DISTURBANCE AS NEEDED. ALL POLLUTANTS SHALL BE PREVENTED FROM ENTERING STORM DRAINS. SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 PAVED CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION CRS X - X - X 3.05 SILT FENCE SF 3.10 SAFETY FENCE �A L:J 3.31 TEMPORARY SEEDING TS - 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.07 INLET PROTECTION IP LIMITS OF DISTURBANCE: 0.50 AC If� �R/ TAKESPANTOPS POLLUTION PREVENTION PLAN NOTE: CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. NOTE: THE INSPECTOR MAY REQUIRE ADDITIONAL MEASURES DEPENDING ON SITE CONDITIONS LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT IMPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. ZONE: XIG MY COMMERCIAL USE: OONMEROIµ SHIAIPPNOINMRINO, P.C. ENGLNEERJNG-LANOPLAN%NG -PROJECT MANAGEMENT (434) 21 B. Sources of Pollutants, locations, and prevention practices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures C. Sources of Pollutants, continued. Common activities and minimum control and prevention ractices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and un- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites. Seed and mulch, or sod within 7 da s 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 Direct concrete wash water into a leak - Concrete washout Current location and detail shown proof container or leak -proof settling and cement waste on plan basin that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction, stucco, Structures in a flat unpaved area. Prevent the painting, and cleaning discharge of soaps, solvents, detergents and wash water, paint, form release oils and curing compounds. Water shall be filtered, settled or similarly Dewatenng operations Dewatenng sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery Material delivery and storage Designated area shown on plan and storage. Placed near construction entrances, away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions . MSDS's attached. waste collection area will not receive a substantial amount of runoff from upland Solid waste disposal Current designated container areas areas and does not drain directly to a on plan waterway. Containers have lids covered before periods of rain, or are in a covered area. Scheduled collection to prevent Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures overfilling. MATERIALS NOT TO BE BURIED ONSTTE Convenient and well -maintained portable sanitary facilities will be Sanitary waste Current locations shown on plan provided, and located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or Wash Waters Wash areas shown on plan better control as specified on plan. Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater. (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.) 0 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) To be determined when the contractor is selected. Section to be updated with responsible land disturbance (RLD) information during preconstruction meeting. F. Response and reporting practices Minimize dischargesfrom spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills, leaks and discharges as follows, Report all spills, leaks and discharges as follows, (Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.) G. Pollution Prevention Awareness (Describe training and procedures to provide awareness and compliance for all measures in this document; waste management, wash waters, prevention measures, etc.) The engineer, project superintendent, and contractor shall have weekly meeting to review on site conditions and advise contractor of potential risk that should be addressed. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) 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) No applicable TMDL. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 8. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.) To be updated with Qualified Personnel (RLD License Holder, or similar certification) During Preconstruction Meeting. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 9. Signed Certification CERTIFICATION " I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Operator Name: Company: Title: Signature: Date: 15 Pantops, LLC - Austin Cox T5 Pantops, LLC Principle 7/7/22 Section 10. Delegation of authority. Delegation of Authority 1, Austin Cox , hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the Take 5 Pantops construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. TC EWING (name of person or position) EB PARTNERS, LLC (company) 200 Queens Rd, Ste 200 (address) Charlotte, NC 28204 (city, state, Zip) 704-562-8003 (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: T5 Pantops, LLC Company: T5 Pantops, LLC Title: Principle Signature: Date: 7.722 Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2019 Expiration Date: June 30, 2024 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with the registration statement filed with the Department of Environmental Quality, this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth in this general permit. Construction General Permit Effective July 1, 2019 Page 2 of 26 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 16 of 26 (a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediment controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed or is not effective on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance or sediment deposition outside of the approved area to be disturbed; (7) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance, and effectiveness of the procedures and practices; (8) Identify any pollutant generating activities not identified in the pollution prevention plan; and (9) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The locations of prohibited discharges; d. The locations of control measures that require maintenance; Page 17 of 26 e. The locations of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The locations where any evidence identified under Part II G 3 a (6) exists; g. The locations where any additional control measure is needed; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and The date and signature of the qualified personnel and the operator or its duly authorized representative. 5. The inspection report shall be included into the SWPPP no later than four business days after the inspection is complete. The inspection report and any actions taken in accordance with Part II shall be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. H. Corrective actions. The operator shall implement the corrective actions identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. Page 18 of 26 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator shall comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1. Monitoring records and reports shall include a. The date, exact place, and time of sampling or measurements; b. The individuals who performed the sampling or measurements; c. The dates and times analyses were performed; d. The individuals who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. Page 19 of 26 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for terminating this general permit coverage or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; Page 20 of 26 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined in this general permit, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; Page 21 of 26 b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case -by -case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-8892. 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870-420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement. All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the Page 22 of 26 manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports and other information. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part III K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part III K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy shall be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant Page 23 of 26 penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit coverage, termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 60 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by § 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act. Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. Page 24 of 26 S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. Page 25 of 26 V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology -based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology -based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records shall be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that shall be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. Page 26 of 26 For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. X. State permit actions. State permit coverage may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permit coverage. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a new operator if: a. The current operator notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property; b. The notice includes a written agreement between the existing and new operators containing a specific date for transfer of state permit responsibility, coverage, and liability between them; and c. The department does not notify the existing operator and the proposed new operator of its intent to modify or revoke and reissue the state permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b. 3. For ongoing construction activity involving a change of operator, the new operator shall accept and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over operations at the site. Z. Severability. The provisions of this general permit are severable, and if any provision of this general permit or the application of any provision of this state permit to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this general permit shall not be affected thereby. Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section B and F.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Take 5 Pantops - SWPPP Inspection Log Inspection: Last Rainfall: Date Time Date Rainfall Amount Summary (requirements on back of sheet): Locations of: • Prohibited discharges • Controls needing maintenance • Failed controls: Evidence that ESCP has not been properly implemented: • Additional measures needed: Corrective actions required: Unimplemented corrective actions from previous inspection: Inspector Signature Date Operator Signature Date "if this report does not identify any incidents of non-compliance, I certify that the construction activity is in compliance with the SWPPP and Construction General Permit." Inspections shall be completed at least once every 5 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day. Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. Where an inspection report does not identify any incidents of non-compliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and general permit. Inspection requirements: Describe discharges at time of inspection Record land -disturbing activities outside approved ESCP Inspect proper installation, maintenance needs, and effectiveness of: — Perimeter controls, such as silt fence — Soil stockpiles and borrow areas — Completed earthen structures (dams, dikes, ditches, diversions, etc.) — Cut and fill slopes — Sediment basins and traps, sediment barriers, etc. — Channels, flumes, slope drains, etc. — Operational storm inlets — Construction vehicle access routes Areas at final grade or to remain dormant for more than 14 days: — Initiate stabilization activities — Complete stabilization activities within 7 days of stopping work Evidence that ESCP has not been properly implemented: — 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; — Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; — Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; — Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; — Required stabilization has not been initiated or completed on portions of the site; — 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; — Sediment traps without adequate wet or dry storage or sediment traps that allowthe discharge of stormwater from below the surface of the wet storage portion of the trap; and — Land disturbance outside of the approved area to be disturbed Pollutant generating activities from PPP: implementation, maintenance, and effectiveness Pollutant generating activities not identified in PPP