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HomeMy WebLinkAboutWPO202200008 VSMP - SWPPP 2022-07-22COUNTY OF ALBEMARLE Department of Community Development " t l 401 McIntire Road, North Wing _ Charlottesville, Virginia 22902-4596 Tel. (434) 296-5832 • Fax (434) 972-4126 Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name: TAKE 5 PANTOPS - VSMP WM2022-00008 Address: 1260 RICHMOND RD CHARLOTTESVILLE, VA 22911 TMP 78-513 Prepared by: Name: SHIMP ENGINEERING RC Prepared for: Name: TAKE 5 PANTOPS SWPPP Preparation Date: JULY 22, 2022 Q HC% . S MP > LicN o SSIONAL b'G (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) APPROVED by the Albemarle County Community Development Department Date 08/18/2022 File WP0202200008 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 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) REGISTRATION STATEMENT 2019 Application type. 2 NEW PERMIT ISSUANCE (CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE Section I. Operator/Permittee Information. PERMIT #: PLAN/ID #: TECHNICAL CRITERIA: IIB ❑ IIC 0 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: austin@abcoxco.com , cc: tc@ebpartnerslic.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 It. 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 Corner 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 Revised by Albemarle to 10/19/2022, jea Completion Date: 7-1-2023 Revised by Albemarle to 10/19/2023, jea 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: (1) 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 storm water pollution prevention plan or comply with other permit conditions). In the context of storm water discharges from Municipal Separate Storm Sewer Systems (M54s), 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): / r� 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 VIRGINL4 DEPARTMENT OF ENVIRONMENTAL QUALITY 1111 E. Main Street, Suite 1400, Richmond, Virginia 23219 P.O. Box 1105, Richmond, Virginia 23218 (800)592-5482 vvww. deg. vir ginia. eov 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 http://www.deg.virg ini a.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 Vou 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 Constructi o nG P@deq.virg i n i a.gov. Sincerely, T(LUU 6 Robb, 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 WEST ARE AUTO 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 e,ummmE BENCHMARK SITE PROPERTY LINE _--_ APIACENFPROPERTYLINE ^ BUILDING SETBACK 0 PARKING SERACK SUE TEST 10 1T PARKING COUNT MPOGkAPHY INDIXCONFOUR INT=RVALCONTOUR 311.5 x it SPOT ELEVATION 311.5 TC x it' TOP OF CURB ELEVATION 311,5 TW x V TOP W WALL ELEVATION 311.5 Bill x ii BOTTOM OF WALL ELEVATION ...._...- STREAM STREAM BUFFER IM YEAR ROODPIAIN BUILDING BUILDING REfNNINGWPLL STAIRS ENGEOFPAVEMENT ROAN CENTERLINE FROM OF CURB BACK OF CURB (r�n7 CG-12 TRUNCATED DOME SIDE`NALK BIKE PARKING ' �I ® HANDICAPACCES9IBLEAISLE A A H kda1CAP PARKING CONCRETE Of. ASPHGLT EC2.NG EC-3 Mai Al TRFELINE - X X- FENCE unLm O U1.1 POLE GN WIRE -m,- -nu- OVERHEATUTITY UNDERGROUND UT W STORM O O STORM MANHOLE q q DROP INLET STORM SEMEN ROOFDRNN SANITARY O O SANITARY MANHOLE SANITARY SEINER MNN 5 5 SANITARY SEINER LATERAL WATER - -fin- WATER FINE 0 0 WATER METER 0 o WATERMETRVAULT y FIRE HYDRA, FIRE DEPARTMENT CONNECTION GA$ suchi EASEMENTS CONSTRUCTION --' GRADING -- -- ACCESS SIGHT DISTANCE BUT, - - -"-"- STORMWATERFACIUTYMANIENPNCE -'-'- WORMWATERACCES$ IXtANAGE SANITARY W RTNE GASUNE NOTE: 1. ME S ZE OF THE SYMBMS MAY VARY FROM WHAT IS SHOWN. OWNER T5 Pam .IFC .1 Mars, STIR 2W NmWl@. TN SCSI DEVELOPER TV Ewg EB Pawl IFFC 2t50ueH¢ Rea] -Stile ZIU ChMIm NC 28201 w®ehpareersnpmm PLAN PREPARATION Skiry Ergrpalrg. PC 912 Earl High $heel F.)gaZPeMlle,VA229BR (ALL -5tOB ZONING PC-H,"Carbon l MAGISTERIAL DISTRICT Rlvama SOURCE OF TITLE 0134358PG584 SETBACKS FRONTUSNIMUNT IV homthe ROW n'tM-Now edge mine sidewalk Them date' pa WMlmdlrg pa 10't marryu ROW publ FRONT (MACIMUL,N - um seWadr wMW apancipal moral highway SIOEIREAR (MINIMUM AOJ. TO COMMERNIALABOUSTRIPL): Any pn-, Named, amxdans who Me mn ram lion mire MdMlrg Co]e SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary pmNded by'. FoUsurveypmow by Fommo Sun m$memberi0,202t- Topu3raphyprowatedby: Fomwgm Survey.on Bombard entB 2021. BENCHMARK oawm it wpograpNy as Euvo as FLOODZONE Morel be FEMA Bmf lmmrc Rare Map ,¢Pecan¢data Fedray 0,2005(Comnno Pawl SlW3C OM), Nk poperly Is net Insisted wagon a Zone AE IM0. ar floodplan. STORM WATER MANAGEMENT RearwV 2018-0LU88 Far Manual managerre'd plan details. RESERVOIR WATERSHED Thk slle k Man Ira Lipper Rwanna Men Wales Thy shek raw inawaler mapubicwatersup(Yy. WATER & SANITARY SERVICES Site Is served by ACSA paalc eager am sear. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1- The plan approving acharlty most be notified one week prior to the pre comlmdlon cmkrens, mR-it Inner No rmnlmamdlstoNingactwkl andonemekpnor Lothefimlmsp on. 2. At erosion am smlrmnl mnlml measures wit he mnsWtl and rr lend asnmbg to mrimum MMams act s ffiatlons ntl¢Mrgthin Erosion am Bedlmnt Carl Handbook am xis la Regulations YT B25D2N Emlm am Showed Great Reguatlons. 3. Aft ardor and sediment control measures are to M placed par w or as the first step in cleamg. 4. Acopy ntlhe approved erosion am smknenl mntrd plan shall be mamwl NonNesitealalla- 5. Prior mmme-w land dwwNl ] aNWMs In areas other than indicated on these plans (mtludlrg, wl net Ilmlel w, e5' bonmv or -a. areas), Me contractor shall submh a suppcmnwry emcn cold plan To Meowner is reMew am appm by Me pan appro n, aulbor,. 8. The mnwdm is responsible 1w Inswllamn of any additional emlon cold masum �wPe'rcme male s jL nllon as Matsushita] b, the plan approving aulhoi 7. AN disturbed areas are w Man to appervnd sediment cannot meaty n IS all fins during lam dMuftM mwfies am hdsg sew turnaround wall Mal stabitaalmn Is demanded B. Oromm" drawn, membrane, wafer well thepedmo pumIan app. filltngtmm. s The contractor shall cashed all esawn control rmasums wnmlcally am after hmnm pmutlng-shall Mm. Any ssarepairs w dean No w me chain Me eradication- of the xoslon control designs shall Ie nrffi+Immedlal9y. 10. I cary l red rwl to Ire taken from an approveddssgrawd borrow area 11. All lea she malenLs dell the taken to an appmved news area. Earth fill shall be Iret u naa Ni Rs M moo, whaft s, word, nal am ettr del a. 12. Bonmv or was le areas are to be reclaimed witM1m 7 days mmnitfion per Zoe , Ommance salon 51 R8. 13. AN Inch materials shall the tonspted In mmplwme with second 13301 of me Code of Ntmarle. 14. Bortmv, fill or worn¢ arm Iressurg Itustrlal typepowerequ4mmshallbe ImlledwLrehmmd7OOam l09'OOpm. 15. Brow fillorandem arm Mal: be conducted Inasale unrer Nal malnwlns hateralsupped.mwds t0 minlmrxe any hand 10 Persons, lJryslW damage to adlasm and and improvements. am damage to any pubic Men! bemuse o slpes, slid, m cdlapse. ,A Than dew"er shall music The right to esw0 maintain mn mmmredw In/nwad Manual maragemm wdlNer whore and led bid all emlon comr nwasum shunt by the Pan regardless ofthe sale of any IM nth, fiuidrg or after portion of To prop¢,. 17 Temporary standards -shall be temporary wile, and mwchBg. Sewing in w M at75lbs m am in the months of September to February w passel a 50150 mix of Annual Cyegass and Cereal Wilmer Rya, a In March am Apnl to corned m Annual Rye, or May through August to wrest of German Mhlet Btaw mulch Is io t applied at BOiffix s1. Ntematwh are sutiedbo approved by the Counryeroslon control lmpedor. 18. Permanent sBNivasn stall be Ill and Ithaer permanent sewing, and mulch. Numerical Wat Ilmsbae wall Ire spread! at93WllXMeb, InmMomted Into the top 46 Inches Need Feder er stall t applt N 1000Nwam am mnwabd a l0. lOmwenlmho. Forma nt seeding shall be applied at l Mhwave and mnwat d95% Kmmrdry 31 cat Peirce¢ am 05%Perennial Ryegmss or Kenwcky Bluegrass. Bimw muU Is w t applied at W',bir1005f Meu4ves are su4em appmed by the Cmn, emlon colt Inspector. 19. Maintenance NI measures are to be mr, eded weedy and after each alrtll. Any damage or c"giW to shorthand neasum in to s repatrt Immedifigi Silt traps are to t cleared wren 50%of tle was storage whale Is filled win sediment AS noted areas are tot reseeded when navasvy to adtve a gone stand dgmss. Sell cans and deverwon dykes wfiM are cdleding smlmenl to lu their ought, mutt dealt and repaired Imnedlao'y. 20. Al broader emon and standard control measures are tot comment wOn W days of Man sale hwMIkplon Men no lawyer needed. ral led to approval by the County emaon cold impede. 21.ens plan shallIe said it Me owner aces not obtain a pewit w n1 yew of de she of appeared Minor Rdafim Gdmnm section 173o4G.I 22. Pxunad gewon shall ti lea on aft denww areas edge le P) moth after tt tM Me ale daswrdng ackI -it (Wal RORtlon Ommama ulm 17-2.) EXISTING USE vacanthind PROPOSED USE After.". $ervve Slafions C...tea'. 38,833953 - ft 453271 LAND USE SCHEDULE EXI$TI m Ns9 % Budding 0SIT 00% vauen9X al SF s2.a% SMewak 15 BE 52% OCar w Il z!9$ Bz.a% Tdak 9J 9215E (B.,,a, PEOPOSED Area % BUMirg Taal Si li% Pea 1 21,;ZSIT LV.9% $Mei2k 133 SF SUIt. Open space B.Izt$E 20B% To. 3B921 BE IF 71 wt BUILDING HEIGHT MAKIMOM_BY PROPOSED:2N PARKING SCHEDULE PLWnW k servre siafions: 1 spas per aatli employee plus Ma 5pm'es per earth somre Mall 3 wow stalk, 6 sparesunions 5 amply s per shift ,5pus required l l spew regwed 115p SP-' TAKE 5 PANTOPS SIGNS At a®ss act I¢we t shall pMmm worn the latest matlon of the MUFCB Gwwi-n. A sign Wpe must and lzv in amr0. mwar Me Ml mark Cwmy&go Regulations ryw To Flasmad of any sins omslte. Cp =shall parade handicap shin¢ as shown on pan. GENERAL NOTES 1. The Information aM dale shown m iWis wish respect w the emspars, weeMmunb uMlties at or comlguous To the vie are Cared an id bon aMdata w-had fafir owner and erg Meer try the canters of such tander,schavafgrams AT others The owner of engineer she II ofteb rssponalae for the accuracy de completeness of such information data The calsomesor shallhnd full re a linty farm murg the accuacy of the data far arm W all under, hand mi for wordinatnn of Me work win howers of suh underground wil F it ming constrappron f tho offint, and pmteeon ll mof aM scratch anydamage ffieI resuffingl Newark All offinexam conditionshall he metat no Manua al mstw the owe. The ntl fall m''Mrse Mucs'IIM.n.tl.05527WlpfiartothesUd&mK 2. Men workingadjacent tkfi g structuralp someetc, N b d shall use whatever methods the, are mmmaryb pond slrudumsnomdanage. Replacement oldamaged shommss shall be al the parameters expense. 3, The contractor shall be responsible sir pratedlrg all writing site stmdures from damage and mordlnatirg wvk no Mat [be �r can make necessary arangmto moairyrproted exist/ , Manual rfrom damages. J. The confiacwr shall be responsible far notifying all ullllry wn¢rs, adjacent and owners whose props, may firsp am Me Vai Consumers of Transportation prw to ex mplenrg arty o%sin: work 5. Contractor shall nollfy and coominale all work imposing e-w, utilNes vnlh away canters, at del 72 hours prior To the shad of mnstrucfian. fi. Contactor shall lmmediaWly report arty dkvepaxhes beta+. extorting conditions arm mntrad damn to o/aa am ergmer. l Comacwr shall submit far 0a mail 0 me owner surrtitala of aft slsedred malenala listed In the plans, w wdum shop dmmnga, mam.muml.,.Ifi ations and absawry repoda. the owmera approval of aabmitala vAll Ce gereml aovAll cat and-, tM1e Me mntradmhom the respo%iNllty Ninherence to the mnVwt and bar arty eomlhm may exist. 8. al here areas shaft the=.gled, timed, Murder, second and mNphed. 9. alai , swings, dusnetc . shall be removed farm wlmn the dint of way am the damage saemrsds. 1. Madrid, of all mechamml pyulpmenl from Me Fstrarce Cmoor shall m eliminated. 11.Realnlrg wawa regalre separate wmirg M mft tz.al lusher semreIlnes. siniWq laterals, and spnnwer lens must Ce wauaq Iny¢ by lI¢ aM County Bumag Gepartrnenl Romtl mawOIrastrucwre. 13. Apssslble pamrg spans, access aks, lsand accessible row shall No InslalW in acmmance wM ICC ANSI At 17low 14.NTa.tt¢1. level new of plumbrg failures are below the eleMon of the mre a cover of the next upstream manhoe in Me public sear, fire Futures shall M Imposem by a badtwawr shoe b¢alkd in the buiMing from branch of the wlMlrg Man orM1mxomal hmndr serving such fixtures. Pwmbl]tAua iasegR lewnmalcove Neelsaimntl¢ manhole cover of the next upsuam manhole in Me publicsewtr shall MdkMarm through a backwa er valve' 15 at mot dramsn s ail discharge a manner noted manner aaipme a pmanor am M immigrantsouimmigrants1BBuidings or stmdures built before January 1, 1985 cant have an ashesws survey perfonal in or erw appy bra Mmlilim Mmi AS os removal palm are required it p Mw for such Men Nhemme County am WELL Contact V 11 M Betr mW-I regtirenmta are l'mnnm forcenaitim p,. am Si6552a.lght. ITE TRIP GENERATION aM Pan wiry, Tmtl Use mes on tTE Dry In Ohl Tape m Om TOMB Code LtOt .133raag Pos4ons B 3 9 B 7 15 12U Vehit Shop GENERAL CONSTRUCTION NOTES 1. Prim p any mnsm m some any mild, fight-o4way. inck M tim To any esssfirg man, a lw-iM dWl he d imd hours the figaina Ceparwenl of Trarnh BEOT). Thus; plan as drawn may rim amumMy rettl the rsluhemvds of Be M-dMere am deveparcies occur the raiume ca and perest shall gasem. 2. NI nownals and mnstruchon methods shall mmmm to the current argumasm am swntms of YLOT mess o me note. 3. Emswn and drawn mnirol uasure, shall be posaYd in accordance waft Me appcut x non mnsl pan ands shall he installed prior to any deanng, grading or other mnslmlon. 4. At stapes and diswmw areas are tow wnmxth seeded ale rrcltl t. 5.Tre maximum allowable swipe Is 21(lnkshorm atimg. Mal rmsmady obpr e, lesser slogan of 31 a blunt am to Ie alei d fi. Pawl rump or Manual mat lint ditch may had Aski when in the ogeon of Me CmI ENirer an hsgue it is d nw mmuary in order to Me IN Pe a it rdnage swapped. 7. AI mac control had m s hall mmom with the Mgea Manual sir Uniform TaMC Cm cesi�. B. UWess olhmwee noted all mmmre pipe Till themidmmd wheat pipe - Class In 9. NI exa tmfor underground cape Installation most mmpdy who Cal SYamardn Sir fled Cmlulon Immhy (R CFR Pw i92h). WP02022-00008 (Pantops Corner) TAX MAP 78, PARCEL 5B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE 1 =5oo G p w�n p p ,war 7.,. sir.. •pe / rOcvmrre�m• ` ft Y n is hir.vuwepn, f anent ME p ti`s aamEm sin ° L.g 4-rawAs p p �d p an p 0 wasax-or Ti v" SHEETINDEX Cl COVER C2 EXISTING CONDITIONS C3 SITE LAYOUT C4 GRADING PLAN 8 UTILITY PLAN C5 EROSION CONTROL NARRATIVE PLAN C5 EROSION CONTROL PLAN C7 EROSION CONTROL DETAIL C8 SVVIM MAPS/CALCULATION SHIMP ENGINEERINGIl oweonrsnr[has as san .iusrngcavasas ack, Ty qp h4 0 O 2 U M. > Lic ki si-j 1 i e P eB'YKINAL 8 VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. AMINA3 WP02U224111NIB C..wt 2 2022.g5,23 WP021 41NlB Cammw6 FILE NO. COVER 21.043 C1 IN, DP STORM-11 F J EX. DI RIM 392-.50 LL=38380 — UCC AA LEGEND BOIL TTPE BOUNDPRY SHIMLAND PLANDURG PROJECT P ENGINEE&IN;V TH Qp hR� i o M.S > .4510 gg'skevnt e1*' VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMIBBDN: 2022.03.04 REVISION: 1. 2022.01.13 WP02022-00008 CanmeMs 2.2022.05.23 WP02022L0008 Comments FILE NO 21.043 EXISTING CONDITIONS �I TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA US 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC LIGHTyy�� II POLEM IIIIIIIIIIIIIIII IIIIIL�,.. EX.SIGN EX. FHA 1.0 = 5' I LL=383.80 4 E .DI MIN. 10' FRONT SETBACK FROM EXTERIOR EDGE OF SIDEWALK E T TMP 78-5E )PS WAY SELF STOP US 5285 PG 587 ,E HIGHWAY COMME USE: INDUSTRIAL 1.11 AC SIGN REMAIN o m .00' OG' 0 O 3q AUTOMOBILE SERVICE STATION 30927 SF TMP 78-5F PARLORS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC S16EWnLN IS EX.SIGN J '. ASPHALT �EX: IG' z ® 1" THREADED PL EX.MAIL 1" TYPE K COPPER is 1 \ CG-2 / 20R S WS TE SR NEW DI-7 FEE 392.42 HP HP HP HP SHIMP ENGINLAND PLARIONING EE&IPURANN�i —1. «wm n—lk— COACNIPSNIIPEESENCEFUGmu. PP I 3 Tx qp I hR =O o NL S > � 451v ISI23I1 IF �y=' gg'°/wnt J RE O m o U u�Iry VSMP PLAN FOR BE �m 3 TAKE 5 PANTOPS a Q b� � Z_U tt N w BE ALBEMARLE COUNTY, VIRGINIA SUBMIBBION: PP "P 0 X. FWALL 2022.03.04 r. REVISION: EX.WALL rc� 1. 2022.08.13 WP02 40008 CanmeMs 0 2. 2022.05.23 WPOMU-00008 CORP.I5 �d o� 0 G o ., g FILE NO. 21.043 o I SITE LAYOUT 10 0 1B zB ao soma: 1-18. C3 EX.SIGN EX. DI TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC LIGHT POLE X. SIGN FHA y L�� Is - 5'. CONC. SIDEWALK - _= EX ISTANCE TO HYDRANT � SAN w RIM 391.50 1.0.=3${00 > 5' CONC SIDEWALK - '* TMP 78-5E ANTOPS WAY SELF STOP OD 5285 PG 587 ZONE: HIGHWAY COMME USE: INDUSTRIAL 1,11 AC NEW MH-1 \ -p-- --E TOP: 394.0 / XTEND 4" _ _- -_ 995--- - X. ET INVIN.386.40 EX, SANITARY LATERAL - _ NVOUT.386.60 X - 393 - /- --- _ _ ,395� _ -93- - 393 - '---_ --- oP _ - 394- -- -. SIGN___ yEMAIN \ 1 I \ \ -A 90" 351 % o v EX CONCI p' 8822 es 1 � IS_ E, 88 ao s O 7'0 ae 37m _ 2.0% 8900 922 -. r TAP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DID 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 075 AC 92" 92" '5'. cork 2 ss 92.1 14% New L I ¢33 I 24' FEE 392,42 WS 3 27% HIGH 3" 11' Jll X.SIGN 0 'ASPHALT �EX IG ETHREADED PL TYPE K COPPER 9 IEW �" WM ��' 0 � NEW DI-7 TOP:39L52 I INVOUT: 387.52 8" HOPE ROOFDRAIN qs' BENO Ga F rc as• eEND `BHP HP HP HP L k iG X. WALL I c�- scale 1-10' SHIMP ENGINEE&INGi «wOmm�vn a� --- TH (30 hR� 2 o UPS 451 flI VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMIBBION: 2022.03.04 REVISION: 1. 2022.08.13 WP02022 08 CanmeMs 2. 2022.05.23 WPOMU-00008 Cq .Js FILE NO 21.043 GRADING PLAN 8 UTILITY PLAN mi PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION 39( ]AY ]M a' _ ��_Wffl 9 0 %STORM SEWER Al TO A3 C5 &M: NOM2:1:30 VIRMI 395 ME UND Q+W- oaa�aaoaoma.a.wa.®��®0s��1� f.1f6��aK^AfOlfOlf6��tL1fbltLlf_:mA11��Ei�r:ft NPMFU'��t:l mmmm0mmmmm®MMMMMMMM=eem � 2 !M04 STORMWATER INLET COMPUTATION 1 F'S �NM Beale PROMPT OPENED THIS SITE 5 VACANT LOT AT ME INTERSECTION OR RR DOE & PAREDES CORNER (PRIVATE ROAD) M NLOIAiRLE COUNTY RING GEIflOPEO INTO COMMEAPAL SERVILE FACWNES ME CR40WENT AREA (W4TE AREA 4 IMPROVEMENTS M MN THE ROW) IS 0 T ACES. WE UYRS N OISNRI IS 0 NO ACRE. 1, ME CONTRACTOR SHALL PE NN ALL LOCAL µ0 STATE LAOWI µD YWMENT PENN LUNG REWREMENTS AND MNNTNN ALL REOPEN NO SERNEST CONTROLS IN ACCORDANCE " THE PERMIT MOVEMENTS 2 INSTALLATION OF PERMANENT LESSON µ0 MOUNT CONTROL MEASURES AS SHOW W NS MAN µD TERMS 3. (SATING NO PLACEMENT OF POP SHALL BE M GENERALACCORDANCE WM ME PCµ. 1 ES1A&USIMENT OF PERMANENT STA9UZATCN OF AIL HOUSES) AREAS THIS PROPERTY IS ROBERTS TO THE NORM AND SOUTH BY DOOMS STREETS M ME EAST AND REST ARE AUTO OEAEERSHWS ME STALL NEED TO R EXPORTED TO ME BE TO SEES MACH STALL HAVE EROSION CONTROL PERMITS FI S ME L1F MEANS ET fg10'MN7 TO 1TYPES ISO - DATUMS SET LOAM - 1 10 I1 SLOPE$ NW B " - CAM SON SILT HOW HU - 15 o 35S 4CPE$ O 8 B 23B - DAM CLAY LOAM - 2 TO 15 VOKS ISO B HE - CONTENTS. ON TN CLAY LOAM - 2 TO 25%DOPES. TOO B 89 - UOORPEHE$ LWNY - 210 25& SCRS. HSG B ME CRITICAL AREAS ON ME SITE ARE ME MANAGED AND FRESRVED SLOPES. CARE SHALL HE TAKEN M CWTRQ EROSION IN THESE AHEAD GROWN & MOUNT CONTROLS 1, SAFETY FENCE: A PROTECTEE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE, STD. AND SPEC. 3.01. 2. CCNISIRIICNCN ENPANCG INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE. µ NECESSARY. MAi MEETS ME EWPERMITS OF SM. MU SPEC. 3,02 W CRFCRMS MM THE EWRFMBITS OF TK EROSION R ERINEST CONTROL POLL 3. 91 T RON IXSi�ll µD MISILT FENCE THAT MEETS ME REOPIREMFNTS 9SM.. µ0 SEC 3 a MIS LET SUM SHALL BE INSTALLED AS SHORN ON ME SOW & MOUNT CLATEC FEAR AND ACCOMPANYNG DETAILS FOR ME PURPOSE OF INIERCEPTNG AT -EARN RUNOFF BEFORE IT IS DEMANDED MOM ME RM ME ART REPAY SHAM BE B.. AND GUNMANM ENSUS CONTINUED PEW MXAXLE. 1 TEMPORARY SEEMS TEMPORARY SEEDING SHALL E µPLIED M ME ENDED AREAS WHIN YVOT (7) DAYS M ROUNDS AREAS THAT MAY OR MAY NOT BE AT FINAL MAX BUT MLL REMAIN DORMANT (UNNOTICED) HER LOMAS NO 14 SAYS. TENANTRY SEWING SHALL BE MERGED IN CONFORMANCE MM SN µ0 WC 3.31. 5 PERMANENT SHOW. PERMANENT SEEDING SHNL E µDIED 10 AREAS ED WARS W MEE MY STORM STOHAND AND STALL BEAND REPNAW D NECESSARY ANT SEDIMENT MILD R STALL RE REMOVED, ME FOLLOWING µE THE PROPOSED Mµ NCERIEHT SPATENES µD DETAILED YWENCE 6 CONSTRUCTION: STAGE I 1, INSTALL CONSRUCTUM ENTRANCE OFF PAOTOPS CONNER ROAD (PRIVATE). TRUCKS SHALL BE CREAMED PRIOR TO LEANING SITE. 2. INSTALL SLT FENCE AND INLET PROTECTOR, STAGE 2 CONTACT WE ENGINEER AND AJOEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL EARS CONTROL MEASURES SAL 1. UPON APPROVAL OF E&S CONTROL MEESORES BEGIN SITE WORK. 2. INSTALL UYUMES AND COMPLETE MASS GRADING. 3, NSTALL ADDITIONAL CONTROL MEASURES AS SHORN ON SHEET C6. 4. MAINTAIN PERIMETER CONTROLS UNTIL IS COMPLETED AND SIR HAS ACHIEVED TEMPORARY STAIUZATION. L L AS AREAS ARE BROUGHT TO gtAOE, APPLY MULCHING, TEMPORARY SEEDING ANO PERMANENT SEEDING. 2 HEAR AND MAINTAIN PERMANENT STAB1112ATON, INCLUDING VEC£TATCN OF ALLLLROPES ANO GRASSED AREAS. 3, J. MEN INSPECTOR HAS GRANTED APPROVAL. REMOVE PERIMETER CONTROLS. WNSIRIICMN N INTMANCE ME COLLOMNG CWSIRUCMW MAINFRAME PRACTICES STALL WE FOLLOWS AT THE SITE F ALL US CONTROL MEASURES WILL BE NODDED DAILY AW AFTER EACH SIGNIFICANT RAIN RANI ALL DEWIENLtES COOPER WTHES ING E INSPECTIONS SHALL BE MENLO. AN SOX AS PRACTICABLE. 2. THE SILT FENCE GAMER SHALL BE REGULARLY CHEMED FOR UNDERMINING, DEFORMATION OR SIGNIFICANT EROSION, DESSERT SHALL BE REMOVED ATILT EACH STORM EVENT AND WHEN ME LEVEL M ELEMENT DEFECTOR REACHES HALE M PLANT CF ME CONTROL 3. ME CONTRACTOR IS PROMISE FOR MORNING M All MNN TRANCE REQUIREMENTS SET FORM IN ME CURRENT f01TCN OF THE NRONU ASSENT AND EROSION CONCEDENANJOWN. OM APPLICABLE DOMMWKALM OF SHOW EGUURWS AND ME PROJECT SRCPICARCNS A ALL SFEDEO MEAN TELL BE NCUANLY CHECKED TO MORE THAT A GDL STAND OR MASS IS MAINTAINED. 5 AREAS MM RPMAP MOULD BE REGULARLY INSPECTED TO DETERMINE If HIGH FLAWS HALE DAMAGED THEME CONSOLS W CAUSED EXCESSIVE SOMENT CPO MOON. All AREAS SHALL E MAINTAINED IN ACCORDANCE MM ME EWIRdENTS OF HIS US CONTENT RAH, EMMQYMLNTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENMRIXIMFNTAL CONTROL L[ASLNES SO A510 COMPLY MEN LOCAL GRpNANCES. STATE AND ETHICAL LAWS AND ENORMOUS µALGAL£ 10 RATES PCLLUTW IN WATERS OF THE STATE AND IN INTERSTATE WATERS, 2 CONTRACTOR SHALL MINIMIZE ME POTENTIAL MR MR BOTTOM BY ME USE OF EMISSIONWI CONTROL EPMENT W CONTRACTOR OPERATES EMINENT. SHUT -DONS OF WRONGED EQUIPMENT MIEN NOT IN USE, ABC ACRWLY CONTROLLING MST fMISEAS THROUGHOUT ME EXACT COMPACTOR SHALL BE ESPW9Wf FOR OBTAINING All LOCAL AND STATE EROSION AND CDMFRT CONTACT PERMITS AMC MAINTAINING ALL EROSION AND MUNI .9. IN MI MM ME PERMIT REQUIREMENTS. GENERAL NOTES I. ME (MONARCH AMR DATA SOW OR INMICATED MEN RESPECT TO ME EXISTING UNDERGROUND MUTES AT OR CONTIGUOUS 10 ME SIRE µE BASIL CN INFORMATION AND DATA NRU9IED TO ME COHHIGCTUR SNAM CONTACT'MIM U MNEY' Of NRCMA AT 1-60-552-)OI PRIOR TO ME START OF RUSH. 2. MIEN ASSUMED ADJACENT 10 NOTING STRUCTURES. FC16. MUTES MC. ME CONTRACTOR SHALL USE MIATEVEA METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAAAGE, µY DAMAGE CAUSED BY THE CONTRACTOR OR In SWUNTRACTCRS SIAll E ME CONTRACTORS NAF REWCRMLITY TO REPMR ON REPLACE. MS EXPENSE IS ME CONTRACTOR'S "MOM RMY. 3 REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES WALL. GOAT TE CORIPACMM'S EXTEMR. A ME ERN.. ONALL OF RESPONSIBLE FOR TERMING All LLSRNG SITE STRUCTURES FROM DAMAGE AND COORDINATING NONE SO THAT ME OMRR CAN MAKE NECESSARY ARRANGEMENTS M MOOYRFROMCT EXISNNC STRUCTURES MOM DAMAGES 5. ME CONTRACTOR SHAll E RESPONSIBLE FOR POPPERS ALL UTILITY OM'FR$ ADJACENT LAND OSIERS MOM PROPERTY MAY BE IMPACTED AND ME NRQNIA DEPARTMENT OF MµSPORTATW PUSH TO COMPLETING µY OUI ARK. 6. CONTRACTOR SHALL HENRY AND MATURATE ALL WAR INN'LNNG DMANG U1EIlES MTH U1WTY TUNER$ AT DUST 72 HOMES PRIOR TO ME START OF CONSTRUCTION. 2. AM EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MST COMPLY MEN DNA STANDARDS FOR ME LCNSTRUCTW INDUSTRY IN ON FARE 1926). & ME CCNTUCTA 91µL MONEY ME LGCATMS OF AM DOUNDAMES. BUILOIN,S' . VEGETATION. AND OTHER REFINERY ME ELEMENTS CONTRACTOR SHALL IMMEDIATELY REPORT µY RSORPANOES BEIMN EXISTING ¢NRNWS µU CONTRACT SOMALI M ME DMER AND FNGINEW. 9. CONTRACTOR SHALL STAND FOR THE µMEDAL OF ME DOOR SIOMRTALS OF ALL SA U N MATERIALS DOME IN ME PLANS TO INCLUDE SHOP MARKS, MANUFACNIRER'S SPEPRCATU6 µD LABORATORY REPORTS ME DOMS APPROVAL OF SUBMITTALS MLL E GENERAL µD WELL NOT MEADOW ME COMPACTOR FROM THE RESAONMSJlY OF AMERENCE TO ME CONTRACT AND FOIE ANY ERRS THAT MAY PUSH 1000NTRACTCR SHALL BE RESPONSIBLE FOR MEANING ALL NECESSARY DRUMINSPECTORS, BONGS. AAD OTHER RELATED DBMS N ACCORDANCE WM LOCAL AND STATE PWCY. STORMWATER MANAGEMENT NMRRATVE: I. ALL CONCENTRATED ONSITE RUNOFF SHALL BE ROUTED INTO CHANNELS AT RATES THAT COMPLY VAN VA TYPE IIC SAN REGULATIONS AS ME STEED MANOFAWERED INTO A TYPE III SLAW PERMIT. 2. WATER WANTTT HAS BEEN ADDRESED UNDER WO 201 ARM NUTRIENT CREDIT PURCHASE AN THAT PLAN. THIS SITE WAS COVERED BY CREDIT PURCHASE WFSCIENT FOR SUGAR IMPERVIOUS. 4.WIS PLAN PROPOSES 0.53 AS IMPEflNWS AREA. 5MM MAXIMUM 0.59 IMPERVIOUS AREA RUNOFF SHALL BE CONVEYED INTO RE APPROVED SUM DETENTION SYSTEM IN ACCORDANCE WIN WPO 2018-00085 PLANS NOTE: HE APPROVED MAPS ON SHEET CB. -MEN OUGHT AREA CE DISTURBANCE _= OPH ACRES, PROJECT REQUIRES A NAAR10 STALE PERMIT SINCE PART OF A COMMON PLAN OF DEVELOPMENT..SWM DESIGN IS PROVIDED VIA W02018-WOES, VARROI ( (PANTOPS CORNER LC) TAKE 5PANTOPS LD-229 STORM DRAIN DESIGN COMPUTATIONS From To CNdt. TOURS WC Attnm TOC TOOT TOM UP On [ Rv [eo V[b[Y FbW(ore PERU Poml Aree Coel AC AC MOMP Flow(AN) mverL Nvert Le @ Sloe D.-Or Ce II (a[) (MmU HOME) 9 M FBI % (ICE) (PER Ml,) OMP 1 2 ) 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A3 ATE 0.19 0.0 0.12 0.12 SAp 5.IT 064 38].52 386.L0 46.10 2,W% 15 9.89] 0.537 0.05 ATE At 0.19 0,12 0W 5.16 Obi 386.40 38200 137.71 3.N% 15 12.519 5.327 SANS AI A11A 031 Go OUT 0.32 5.0 55.16 164 38180 38I1n III OMM IS 5M55 6.093 006 � 1LD-229 STORM DRAIN DESIGN COMPUTATION C5 TUNA &MENA MINIMUM STANDARDS (MST: ALL APPLICABLE N BE A EROSION AND SEDIMENT CONTROL REGULATIONS AND MINIMUM STANDARDS SHALL BE ADHERED O DURING ALL PHASES OF CCNSIRUCl10N. THESE INCLUDE, BUT ARE NOT LIMITED i0 ME FOLLOWING: I. STABLIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZANON SHALL BE APPLIED TO BARE AREAS AMID SEVEN DAYS AFTER FINAL MADE IS REACHED ON ANY PORTION OF WE SIZE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WHERE SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WELL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABIUIZAMON SHALL BE APPHED AT AREAS THAT ACE TD BE LEFT DORMANT FOR MORE MAN 1 YEAR. 2STA&WZATON OF SOIL STOCKPILES: DURING CONSTRUCNON OF WE PROJECT. SOIL STOCKPILES SHALL BE STABILIZED OR PHOMCMD WPM SEDIMENT TRAPPING MEASURES WE APPLICANT IS RESPONSIBLE FOR MURORANY PROTECTION AND PERMANENT STABILIZATION OF ALL SUL STOCKPILES ONSITE 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 COLBORNSE PERMANENTLY STABILIZED. PERMANENT VEGETATGN SHALL NOT BE SO CORRECT ESTABLISHED VNTL A GROUND COVER IS ACHIEVE MAT, IN WE OPINION OF WE COUNTY INSPECTOR. IS UNIFORM AND MATURE ENOUGH TO SURVIVE TO INHIBIT EROSION. AIMING & STABILZATON OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES REFORMS TO RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTMTY AND SHALL BE MADE FUNCTONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5 STABILIZATION OF EARTHEN STRUCTURE& STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS GAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. &SEDIMENT RAPS AND BASINS: A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FRCW 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 NE ANTICIPATED SEDIMENT LOADING FOR THE LAND DISTURBING ACTIVITY THE OUTFALL DEVICE OR SYSTEM DERNI SHALL TAKE INTO ACCOUNT WE TOTAL DRAINAGE AREA FLOWING THROUGH THE OISNRBEO AREA TO BE SERVED BY WE BASS. TOUT AND FILL SLOPES: CUT AND PILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER MAT WILL MI MINIM EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. &CONCENTRATED RUN-OFF DOM CUT OR FlLL SLOPES: CONCENTRATED RUNOFF SHALL NOT ROW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL FLUME, OF SLOPE DRAIN STRUCTURE. BWATER SEEPS FROM A SLOPE FACE: MENEVEA WATCH SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PRONGED. ID.STORM SEWER INLET PRORCIMN: ALL STORM AUGER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER RE CONVEYANCE SYSTEM WITHOUT REST BEING SLTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. I t.STABILIZATCN OF WRER: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL. ADEQUATE WRET PROTECTION AND ANY RE TEMPORARY OR PERMANENT O ANI LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND REC DCNG CHANNEL. 12.WCRK IN OVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABWZE WE WORK AREA TO WE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERWIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS EARTHEN FILL STRUCTURES IF BE USED FOR THESE SUCRIF ARMORED BY NONERWIBLE COVER MATERIALS. 11CROSSINLI G A VE WATERCOURSE: MIEN ALIVE WATEDECOURE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NORERWIBLE MATERIALS SHALL BE PROVIDES. HA AR MODULE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15STABILIZATICN OF BED AND BANKS ME BED AND BANKS OF A WATERCOURSE SHALL BE STABIH2ED IMMEDIATELY AFTER WORK IN WE WATERCOURM IS COMPLETED. MAJUDERGROUND UTILITIES: UNDERGROUND UTWTES SHALL BE INSTALLED IN ACCORDANCE WITH ME POMOANG STANDARDS IN ADDITION TO OTHER CRITERIA: AMID MIRE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT SINE TIME, 6.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL S10E OF TRENCHES P,EFRUENT FOR DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT RAPPING SPACE, OR EOM, AND DISCHARGED IN A MANNER THAT DOES NOT ADVEflELY AFFECT FLOWING STREAMS OR OPFSIR PROPERTY d.MATEWAL USED FOR BACKFIWNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. WRESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE MTH WEE REGULATIONS. E APPLICABLE SAFETY REGULATWS SHALL BE COMPLIED WITH. IZWNSTRUCTON ACCESS ROUTES: WHERE WNSRUCION VEHICLE ACCESS ROUTES INTEREST PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE ME TRANSPORT OF SEDIMENT BY VEHICULAR RACKING ONTO PAVED SURFACES WHERE SEDIMENT IS TRANSPORTED ON TO A PUBLIC ROAD SURFACE, WE ROAD SHALL BE CLEANED THOROUGHLY AT ME END OF EACH OAT. SEDIMENT SHALL BE REMOVED BY SWIMMING US SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL LOTS AS WELL AS TO LARGER LAND DISTURBING ARRAYED. I&TEMPORARY E&S CONTROL MEASURE REMOVAL ALL TEMPORARY EROSIONAND MOMENT CONROE MEASURES SHALL BE REMOVED WITHIN DO DAYS AFTER FINAL SIZE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OT@flWISE AUTHORIZED BY THE LOCAL PROGRAM AUTIIORITY RAPPED SEDIMTU ENT AND WE DISRBCOIL ED AREAS RESULTING FROM THE DISPOSITON CE TEMPORARY MEASURES SHALL BE PERMANENTLY STABILPPO TO PREVENT FURTHER EROSION AND SEDIMENT. 19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOMSTREAM FROM WE DEVELOPMENT SITE SHALL BE PROTECTED FHW SEDIMENT OEPOSTUNG EROSION AND DAMAGE, DUE TO INCREASES IN VOLUME. VELOCITY AND PEAK FLOW RATES OF STORMWATER RUNOFF FOR TIE STATED FREQUENCY STORM OF 24-HOUR DURATION. SHIMP ENGINLAND PLANNIND EE&INGil owaoT _'A'wve �r�mP TH (30 2 o M.S > LI[ 04510 e 4MMbNAL VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 2022.01.13 WP02022-0000B COmnlen6 2. 2022.05.23 NPOMU,D)00B C DO10MM5 FILE NO. EROSION CONTROL NARRATIVE 21.043 C5 EX.DI AD E%.SIGN W-VLT EX. ET '. ° TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC �— LIGHT POLE EX.SIGN n_ U-BX ®Ll A EX. FHA WM WV0 on EX. it 1 5" CONG, SIDEWALK 5'. CONC. SIBEWALk 4 —_ 49 PANTOPS CORNER WAY .VARIABLE WIDTH PRIVATE ROAD ' SAN X. DI EXISTING y I W 391.,50 \-CURB !'� s' CONIC sloewAEx �• .1.=383.80 ET EX.MAIL SAFE%. 3B9 -__.____- _- s _--.394-- - -993- 71 _ I ASPHALT E SEA _ 37 ME I SIGN_ fjEMAIN -� I II `� s\ �. C�NC,1PAD rya INNS 1L RD FLU ORB PAVEMENT \ LUSH HIGH 3" 6 ,EX (,ONCRftE, TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DD 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL FFE 392<2 S ---------�� � HP HP HP HP F EX. SIGN 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 t�lpl—� 3.31 TEMPORARY SEEDING TS �--�� 3.32 PERMANENT SEEDING PS 3.35 MULCH 3.07 INLET PROTECTION IP LIMITS OF DISTURBANCE: 0.50AC % `�l ` '°III I 1' TYPE K COP ,fSE� X' IGN eI \ EW1-WM nSFC SHIMPENRANEMERTP ENGINLAND P—HO EE&INGil owamrt—lk— �.wiwvm NEEI NELNNR y*o 2 o mg a Li 451M P S!<3I22 me g��sUHAI VSMP PLAN FOR TAKE 5 PANTOPS W I I d' ALBEMARLE COUNTY, VIRGINIA I' 2004 Du\\ 1 REVISION: _ 1. 202.01.13 WP02012-00008 CanmeMs � a, 2. 2G1f.05.23 WPO]I112L0008 Comnian6 HPP P i� EX.WALL EX. WALL FILE NO. 21.043 EROSION CONTROL PLAN �I CONSTRUCTION OF A SILT FENCE I. SET THE WT S. 3, E%CAVATE A 4X 47 TRENCH UPSLOPE AWNC THE DUE OE STAKES. r III III 3. STAPLE ]STATER MATERDL 4. EACKPW. AND COMPACT TO SG AND K%TEND THE EXCAVATED SOT. IT TITO TIT: MERCER �II �IIII For, SHEET FLOP MVIEW) W) VT:Iry a 1 POINTS p $HOOLO HE HIGHER THpN POUT B. DRMNAGEWAY INSTALLATION (FRONT ELEVATION) 9RM9'. MMPN h® Irelnpe400 0 91m god hwa Rlb &n M sxnsA p Vi TER Mfg. 3051 memo¢ ®d aryl SILT FENCE SF C7 xaL 1b seal. PAVED CONSTRUCTION ENTRANCEIBM STONE GaxsTaunmx AccEss r sM-u Aspxu.r TGP 2x �COURSE rE%141NG 3x 1 PA4EYEM 21n AGGREGATE SASE PROFILE STGNE TO' MIN. CONSIauCDOx � Aylyy{ AcPAYEp cEss wAsxwcE WSOHG 3S ®. 2E PAVEMFm ,2x 12' MIN n ` `MOSr f%1ENO FI1LL wIJTH LOA I rG55EGMEM NACF Of NO � CRE55 ANO EGRESS TRAPPING OENCF OPERATION FIAd �12' MIN. PoSIIIK FPAVNGE zx ro sEaxEm .RAPPING GEVICE FniFP CLC'ia SECTION A -A .a ammMaaa wale rap Dn m¢h MmMn hemarauea w;dM a MTmmwmM I ran, Dau¢oa chaoBa Me nryptymn a wash hoc¢ widM a B...[ I.J wcius for adequate ouNan Vrn'nve. of Jrwafa mnsl Ue ¢Iminl away flow the aMtrma to au approcM seHluM¢area fo rmMor'e ze�uad. NI seNMnmt shall Le lnneJellfrow nMnuu afow Jrvus, Nlcha' or walacoman'. PAVED WASH RACK NO swf CE)Q1PAwCONSTRUCTION ENTRANCE (P GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER ^ly RUNOFF WATER WIRE MESH 1 LIMED WATER 4 SEDIMENT CONCRETE GUTTER 12 `nCURB INLET SP.c APPWGTION ME ER . OF . PNGT8Cf10N 1G APPWGBIE AT NRB ML69 11 M PONSING IN Mb OF THE 9TRGCNIO.'IG NOT UpTUV M GUse recompense" OR DAMAGE TO AaACHzf sIrNCTllrres AND mVPNDTerraD AN6As. • CNAVEL d . BE vOM I 895T ON 5 is. AGGREGATE. z INLET PROCTION IP) C7 Ra m awe SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS SHOT ROAD AND BRIDGE STANDARDS VA. OSWC PLATE. 3.1-1 1a92 335 Tau Sauce: 1i5A ORCAMC MULCH MATFRW9 AND APPLICATION RATES PATES: NOTES: Per Acre, P«1001 aq.h sbmvm Hey 14-2wm 70-90 Be, marry Free from weeds SaidMivl®gym (2 ma. Mon be enchorcd. tt« rom fw Spread with mUICM1 blovrcr wNl«�xr) or 6y bona Fiber Muleb Mivimum 3516a DD rwl Du ac mDlch for DOO Ile. nw,v. du.4y 1m4 ium� .c dry periods.'Apply as amrry. Cora a1s14s 4-bwm 185-2I5firs. at or shredded in <6" Ien6lhs. Air-tlricd. DO not Ilu in End Had areas Apply With mnich blower nr try hand. Wood Chips 4 - S rons 185 - 275 Rs. Free of worse malhr. All - III Treat with 121ha rcOgen per Red. Do not floc wrf area. Apply W mu wilch blower, chip hevdleq or by M1end. Bark 01i, 50 - TO not. 1-2 a. yds. Free M wars¢ matter. Air - OR dried Do nOl aye in floe Shredded mrferw. Apply with Hark alNDweS chip haNleq ofby Imnd. ' When fiber mu1eM1 is the Duly evalm able mulch during periods whist owhen st ahoWd ba uxd, apply at a minimum raw of 2W0lbs./ac or 45 lbs./1000 y. a MULCHING MU C7 NOL rD awe TABLE 339-A ADHENNEN USED FOR DUST CONTROL Wrier Application DJupon Type of Rate rnaMesJMc RAT{$ AND DA'1P9 IS a Ta awassabod I— fla - sEFDmD xAT¢ Xq(IX' bOGMa PL9M SPa: i m. ®2 CtlAxACIHLLS11tl nSctoeMm . w+mwrsle.a.xW. � M ssavfo w. a�mm�w:�':e Mes. _ aavm.ea� - w.n®env. xe aawa.- aaWrwuM � . ••••• ap-w- -a.. ®a�w Uaob®Wm Nwtivn PielmmMva Nme® Mar }¢ P6n lID1 vn J }2-2. a Lwaev Pminenaro GdPtin. ' May y M.uW vamp wits Nl aeticg. )Ee Vaambaw®yes Me. MaY m s Wralul Mrm tlm evu. (D (TEMPORARY SEEDING (TS) C7 xnt To se.le SILT FENCE DROP INLET PROTECTION rate SLET LIZ- re A ��I I I I I, I I � a3 rill 0 .. V m ELEVATION OF STAKE AND F[II'—yI FABRIC ORIENTATION DETAIL A THE TER (N OT AT.THOD OF INLSf PROTECf10N 19 APPWCABLE 11HEE8 THE 5 INLET N 5S WNENE NN%f 16EABDUL O�VERLWD flDWST NOT 4RCEEODIC t C.➢.3.) ARE TYPICAL THE M,'1'HOD SHALL NOT APPLY TO RiLET3 RECEMNG CONCENTRATED FWW9. SUCH A9 IN 9TREE1' OR HICHIIAY 1mDLW9. 33ureb. nE. D®m ..e s�limmt GnMI plmms...e o.nm Wnu.1.IW9 �1DROP INLET PROTETION (IP) C7 Ra m awe PERMANENT SEEDING SPECIFICATIONS Feemorr Is through April 30: K¢nfucky 31 Fescue - 126 Bell Rod Top Grass - 2 Iba/ocre: Alaye- zc Iba/¢ore. May I Urough Augmt 13 Nentudy 31 Fescue - 128 Ibs/acre: Rea Top Grace - 3 Ibs/acn: Foxbil Millet - 20 b./.— August Is through ➢ranee. 31 Kentudy 31 Fescue - 128 Ibs/acre: Rea Top Craez - 2 Ibs/acm: Annual Rye - 20 ILa/ocre. November 1 through February Is: Kentucky 31 Fescue - 123 Iba/one: Rea Top Crass - 2 Ibs/one: Winter Rp - 20 Here — MULCHING SPECIFlCADCNS: Straw r M1oy of a rote or 2 Iona/acre. Must be anchored. Spread wiYM1 mulch blower An by hone. LIME AND FERNWER SPECIRCANONS: lime one fertilizer needs sM1wltl be aeterminee by s it teals. Soil trite may be preformed by the Coopcotive Extension Servlm Soll Testing Labcralary of WI&SU, or by o regulable commercial laboratory. ve conc erning the State Soil testing Laboratory is voilable from QlY Extension Agents- Under unusual conditions Mere It is not poasLle to obloYo o eon teat, the ralnwl aq eon amendments will be applied: For Permoaml See age Seeded eoa shall be limed of o rate or z tons per acre, ode rertnam at o rate or 1,000 lea. per acre or I0-20-10 (10 roe. per LcaD even.¢ rem) or ¢gwwl-l. For iempomry $¢¢¢frig: Seeeed Os shall be limed 0a rate of 2 tons per o and (Milizatl at a rely of 600 Be, per acre of 10-2o-10 (10 Its, per 1,000 equore reel) or equiwlenl. Low MAwTEx4NCE cxouxo corER: SOUTHEAST NATIVE GRA55 SEED MIX (AMERICAN MEADOWS INC) For elopes steeper than 3:1 gwee, Mix IM1e following seeds at 30 Ibe/acre each: Nrglnlo Wllarye (EI)mus Al Little Bluestein Grass (SCM1ImchNlum acopgrmm), pmpmtm (Diaeos flows), eroomaeage (Amropogon Nmmicva), nd Imma c.oea (SorghDatmm awDaa). � s1ENT SEEDING (PS) C7 Ra TaPERsml.MAN sure a.DT-1 C7 SHIMP ENGINEE&ING� owmauamEVA'� amrRseumwraasnxmnzoM TH O6 i u M.S Lie D.4sm +y 5%31'L2 ap e 4BNbNAL VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 202P.01.13 VIP02022-00008 CGminads 2. N12.08.23 WPOZf112L0008 Comman6 FILE N0 EROSION CONTROL DETAILS irj9ILlcl � s)TY ¢FENCE (SAF) C7 xpL mSAFseal (D (TEMPORARY SEEDING (TS) C7 xnt To se.le SILT FENCE DROP INLET PROTECTION rate SLET LIZ- re A ��I I I I I, I I � a3 rill 0 .. V m ELEVATION OF STAKE AND F[II'—yI FABRIC ORIENTATION DETAIL A THE TER (N OT AT.THOD OF INLSf PROTECf10N 19 APPWCABLE 11HEE8 THE 5 INLET N 5S WNENE NN%f 16EABDUL O�VERLWD flDWST NOT 4RCEEODIC t C.➢.3.) ARE TYPICAL THE M,'1'HOD SHALL NOT APPLY TO RiLET3 RECEMNG CONCENTRATED FWW9. SUCH A9 IN 9TREE1' OR HICHIIAY 1mDLW9. 33ureb. nE. D®m ..e s�limmt GnMI plmms...e o.nm Wnu.1.IW9 �1DROP INLET PROTETION (IP) C7 Ra m awe PERMANENT SEEDING SPECIFICATIONS Feemorr Is through April 30: K¢nfucky 31 Fescue - 126 Bell Rod Top Grass - 2 Iba/ocre: Alaye- zc Iba/¢ore. May I Urough Augmt 13 Nentudy 31 Fescue - 128 Ibs/acre: Rea Top Grace - 3 Ibs/acn: Foxbil Millet - 20 b./.— August Is through ➢ranee. 31 Kentudy 31 Fescue - 128 Ibs/acre: Rea Top Craez - 2 Ibs/acm: Annual Rye - 20 ILa/ocre. November 1 through February Is: Kentucky 31 Fescue - 123 Iba/one: Rea Top Crass - 2 Ibs/one: Winter Rp - 20 Here — MULCHING SPECIFlCADCNS: Straw r M1oy of a rote or 2 Iona/acre. Must be anchored. Spread wiYM1 mulch blower An by hone. LIME AND FERNWER SPECIRCANONS: lime one fertilizer needs sM1wltl be aeterminee by s it teals. Soil trite may be preformed by the Coopcotive Extension Servlm Soll Testing Labcralary of WI&SU, or by o regulable commercial laboratory. ve conc erning the State Soil testing Laboratory is voilable from QlY Extension Agents- Under unusual conditions Mere It is not poasLle to obloYo o eon teat, the ralnwl aq eon amendments will be applied: For Permoaml See age Seeded eoa shall be limed of o rate or z tons per acre, ode rertnam at o rate or 1,000 lea. per acre or I0-20-10 (10 roe. per LcaD even.¢ rem) or ¢gwwl-l. For iempomry $¢¢¢frig: Seeeed Os shall be limed 0a rate of 2 tons per o and (Milizatl at a rely of 600 Be, per acre of 10-2o-10 (10 Its, per 1,000 equore reel) or equiwlenl. Low MAwTEx4NCE cxouxo corER: SOUTHEAST NATIVE GRA55 SEED MIX (AMERICAN MEADOWS INC) For elopes steeper than 3:1 gwee, Mix IM1e following seeds at 30 Ibe/acre each: Nrglnlo Wllarye (EI)mus Al Little Bluestein Grass (SCM1ImchNlum acopgrmm), pmpmtm (Diaeos flows), eroomaeage (Amropogon Nmmicva), nd Imma c.oea (SorghDatmm awDaa). � s1ENT SEEDING (PS) C7 Ra TaPERsml.MAN sure a.DT-1 C7 SHIMP ENGINEE&ING� owmauamEVA'� amrRseumwraasnxmnzoM TH O6 i u M.S Lie D.4sm +y 5%31'L2 ap e 4BNbNAL VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 1. 202P.01.13 VIP02022-00008 CGminads 2. N12.08.23 WPOZf112L0008 Comman6 FILE N0 EROSION CONTROL DETAILS irj9ILlcl � s)TY ¢FENCE (SAF) C7 xpL mSAFseal 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 Vi4ni lim IREJUEilirYennpnY m C by y, LLC, Is by Cm r Y' lames Rwa II I ' aae PrDJ"t Name: VSMP M jor AmaNmeN PWn rar Pan., Camcr Lamllon: Alk.I Caomy. TMP,Y]i00.W-03458G1.078W-W-00-COSAQ 018G0-0000.00594. 079M6 WSE0 Oxver: PEERI C. LC 12901 Crimson C, SC. 101 HREI Vo.23233 Cledi Amount OaINC:8.4916s PmpCIHHC: 0208ON Aq,lketlon: WP02018WH88 Image: Approved VSMP Major Amendment Plan for Pantops Corner. coRNTER IET DRAPICE MAP e � ♦ ■ PERIao o ao eo ao ♦♦� ♦♦ # # ' r Scele' 1"=30AT ' = 0.08 Ac ■ �m ����•• Summary Area: 0.OZ ARIARTOPS MILLER W Y D 07 AC ♦♦♦♦ Impervious: o. ... ....... hr............. .............�� p 0.13+0.19+0.05+0.02+ n. r _. 0.08+0.07= 0.54 Acres V, jl�l �7 Z' 0.05 AC rirrrwli�l�.]Girr.' CD ED J ee Drainage :PANMA : 0.19 Ac ea Ma u .. - 1 p • : 0.13 Ac "'�%mm'-mmmm-i7 APPROVED TURF APPROVED DRAINAGE AREA MAP AREA :0.18 ACRE PANTOPS CORNER - POST -DEV MAP APPROVED ON 7-18-2019 vhu<m. IF R E- TE 111 ET OR 1 11„a vie EID Land Cover Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08+0.07= 0.55 Acres - T TE T E EL. E T L- E.. Sale: 1'=30' FF ITE - E- I e4T SHIMLAND PLARONIND PROJECT P ENGINEERINGi .2 AHIGH AT a«.OTa_.AMAE �m TH Op i u M.S > L"e o. 451 fl3 +y Si23I12 ap e 4■�bNAL - LI - LE - E- FFITE' T T-L Tr F- APPROVED TURF -- � AREA :0.11 Ac VSMP PLAN FOR TAKE 5 PANTOPS E PAN OPS COMER WAY ALBEMARLE COUNTY, VIRGINIA FF ITE=E- VARIABLE WIDTH PRIVATE ROAD SUBMISSION: 2022.03.04 T T-L - E- 3 REVISION: - E ow 1. 2022.04.13 WP02022 08 CorPIP s 2. 2022.05.23 WP020U2 0W08 CoOPPI APPROVED IMPERVIOUS AREA :0.59 ACRES FILE NO. 1 PANTOPS CORNER - LAND COVER MAP APPROVED ON 7-18-2019 21.043 SWIM MAPS I CALCULATION a0 0 30 60 90 I APPROVED LAND COVER MAPMMMIIIINEENI SCnle: 1" 30' C8 Section 5. Stormwater Management Plan (Provide a reduced 1 tx17 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 53HE MAXIMUM 0.59 IMPERVIOUS AREA RUNOFF SHALL BE CONVEYED INTO THE APPROVED SWM DETENTION SYSTEM IN ACCORDANCE WITH WPO 2018-0088 PLANS. R161 of - 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 W7 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 PREVENTION PU KEY � WL � PMOTECIXki LNG COVCREIE ® T smucnx.E Q GRiUCTIOx suao, PNwrxc.eNM c�Esmxc IM,ERVL $iORPC£ N ® PIRG MI NM�IxGMSE ®souo MusRE a seNxuiv WPS,E O �abxCASIxG wENnnoxs © MMEN WATERS MG EOVIaMEM I q�IxG O wP ieorz aus NE xTE FIIELSTtltOL`E NO E nu_ say ON mis 9TE Is Nsc: e 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 3.31 TEMPORARY SEEDING TS — 3.32 PERMANENT SEEDING PS 3.35 MULCH 3.07 INLET PROTECTION IP LIMITS OF DISTURBANCE: 0.50 AC -002�©� 1 1 30 61 91 1 RAIN GAUGE 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 WAY CGMMERCIF ,SE : COMMERCIAL SHIMPENOINEERINO, P.C. ENGLNEERLNG-LANDPLANN/NG-PRD/ELT MANAGEMENT E (434) 227-5140 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 on- 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 stomr drain inlets and use drip Paving operations Roads and driveways pans and absorbentloil 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 Dewatering operations Dewatering 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 ON -SITE 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.) I13 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.) TC Ewing EB Partners, LLC 200 Queens Rd, Ste 200 Charlotte, NC 28204 Patricia Katz S & K Excavating, Inc. 155 Lilley Hill Lane Goshen, Virginia 24439 F. Response and reporting practices Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills, leaks and discharges as follows; Report all spills, leaks and discharges as follows; (Provide detailed response and reporting practices according to 9VAC25-880-70, Part 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.) Patricia Katz S & K Excavating, Inc. 155 Lilley Hill Lane Goshen, Virginia24439 RLD 416455 Exp 10/19/2023 (540)997-1354 (540) 448-0589 cell 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: 15 Pantops, LLC - Austin Cox Company: Title Signature: T5 Pantops, LLC Principle Date: 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 192TO 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. 7_1:M 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 Stonnwater 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 allow the 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