The URL can be used to link to this page

Home My WebLink AboutWPO202100050 VSMP - SWPPP 2021-12-16�Fnrr COUNTY OF ALBEMARLE Department of Community Development 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: Parking Lot Elevator & Stair Replacement - CHO Airport Address: 100 Bowen Loop Rd Charlottesville, VA 22911 Prepared by: Name: Talbert & Bright - Christopher R. Jaeger, P.E. Prepared for: Name: Charlottesville -Albemarle Airport Authority; Kenbridge Const. Co. SWPPP Preparation Date: August 26, 2021 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) APPROVED by the Albemarle County Commujit Development Department Date Z�1b�17 File WP0202100050 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17-405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT#: VAR10NO07 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #: CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: IIB ❑ IIc ❑ REGISTRATION STATEMENT 2019 Application type. ❑ NEW PERMIT ISSUANCE (CHOOSE ONE) ® MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE Sprtinn I_ nnPrator/PPrmittee Information A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit). Operator Name: Charlottesville -Albemarle Airport Authority Contact person: Melinda Crawford, Executive Director Address: 100 Bowen Loop, Suite 200 City, State and Zip Code: Charlottesville, VA 22911 Phone Number: (434) 973-8342 Primary and CC Email: merawford@gocho.com jdevillier@gocho.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 N NO ❑ ¢prtinn 11_ rnnctrurtinn Artivity 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: Parking Lot Elevator & Stair Replacement @ Charlottesville -Albemarle Airport Address: 100 Bowen Loop City and/or County and Zip Code: Charlottesville, VA 22911 Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Airport Road (Rte 649) through traffic circle to Airport Entrance (Bowen Loop) to Long Term Parking Lot. Latitude and Longitude (6-digit, decimal degrees format): 38.1417N, 78.4474W 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): 6.06 ac Primary estimated area to be disturbed (include portions with Erosion and Sediment Control Plan approval only): 6.06 ac Off -site estimated area to be disturbed (if applicable): D. Property Owner Status: FEDERAL ❑ STATE ❑ PUBLIC N PRIVATE ❑ E. Nature of the Construction Activity Description (i.e. commercial, Industrial, residential, agricultural, environmental, utility): Transportation - airport F. Municipal Separate Storm Sewer System (MS4) name(s) (if the site is discharging to a MS4): G. Estimated Project Dates (MM/DD/YYYY). Start Date: 08/12/2019 Completion Date: 06/30/2022 H. Is this construction activity part of a larger common plan of development -sale? YES ® NO ❑ Rev 11/2020 PAGE 1 1 6 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 I. 601 Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page. HUC NAME(S) OF RECEIVING WATERBODY JR11 Unnamed tributary to North Fork Rivanna River fnrtinn n1_ nff�ita Simnnrt Artivity 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: 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 ❑ If this off -site activity is an excavated material disposal area, list the contents of the excavated fill material: Willa separate VPDES permit cover this off -site activity? YES ❑ NO ❑ Cnrtinn Iv_ nthar Infnrmatinn. 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 IN 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 ❑ 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 I): E. Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Billing Name: Contact Name: Address: City, State and Zip Code: Phone Number: Primary and CC Email: Rev 11/2020 PAGE 2 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section V. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or otherstate permit or VSMP authority permit conditions fix, they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. Fora 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 (11) 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 ev4luated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Signature (signed in ink): Date Signed: 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 Authorityplease 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 Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing.) The Parking Lot Elevator & Stair Replacement project is located between the airport's commercial service terminal building and the long term parking lot. The purpose of the project is to construct two open-air elevator pavilions with canopy style roofs, improving pedestrian access from the parking lot to the terminal building. The overhead canopies will extend from the parking lot, across the loop road, and adjoin the existing curbside canopy of the terminal building. By providing two elevators there will be a redundant means of access for those customers with mobility impairment. The project includes construction of two elevator pavilions, one at the existing south stairs and one at the existing north stairs. The south and north stairs were rebuilt in 2017 and will be integrated into the elevator pavilions. Included with the project site work is traffic control measures, pedestrian wayfinding, erosion control, demolition operations, electrical utilities, lighting, concrete sidewalk and curbing, grading, drainage provisions for tie-ins of the pavilion roof canopy drainage system, asphalt paving, stabilization, landscaping, and miscellaneous items. Demolition operations will include the removal of the central existing single elevator and its flanking brick staircases. The existing elevator requires continuous maintenance to remain in usable condition, and the existing flanking stairs are also maintenance prone due to the harsh winter weather. Phasing of the project requires the south pavilion to be constructed and completed in its entirety, followed by construction of the north pavilion, and finally the demolition of the existing central elevator and its flanking stairs. The phasing is implemented to maintain adequate pedestrian access to the terminal building throughout the duration of the project. Contract time is 180 calendar days. Limits of Disturbance is 0.34 acres. Issued—10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, I 1 x 17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued — 10/2014 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County . . ......... LEGEND PrI z gE. i� PI 157 IF ----- -PRGNC{f1Ep6LE SCOT IT -.,Ill, �LA&46IREAFPN. PI IV I N I I., TS11) - 1.11 1, FERECANNITMENIONALCONSTRACTON.011 ONTARET1 W'TAIN} � Ill 7� Z _FN JSE _AN.cI "'ITESINFAISMASEETTEREEMENRILTIEFTlI RESELPFFEEDIFERTNEPROMEST SNA�FCONNELIAREVQ -ENNEENI .1.1STRATTRITIMPENECT. LAMENOAPNO VALACALLONERRANDESSAAMULCI NOTIMPSELEEN.APIRENE.SIAMPONNII M-I r*I SAN L PEARALLE—NOM ,O�l NEN ES, EST ES 4n na S. IS R,, E SAI mg :E IN I IN AT IN 0 .1 T .1 IT A STS.1 CX1 A-' AT IN , AREN IRI=.�� IT IP MPNnT.-T AT v F. PLANS..SEA 11 ..O.LOL.TN.. 1 .1 (SE) IT IS I ATELENATON PAI TI STAFFILEATION OF USETERESS ARISES NO SEPARATE PEREPRIQ PERE T EO-Es ASENNAT TAX ITEM N 'EVIL NO. -4 4 C'I PLEW INALT I MAN.I.A. MUNI.OMERPROVEMERIDNALPEALSIS E, AT EV AS S. co 1111. AT �11SLI TA� VA W"�- D NORM ]SYXS]MFS TRADE 41. AT ILLSTING FREAPELFFiN E (TILF) TELENET MILE, MTR TERMINAL BUILDING RILE OM ITeaS IF.. ..N, III . ELESTING IN "N A, 4ASI INE 31-'0 ENIFLOTIE1 11. FLN ISERE AR NORT'SlITATI 1F, A 121 LE-IN AT MEETING SiN 1 110 RE FEE SURREA ALF EN LUMI IF ------ ------- REY.F H EIR 6i11 le EVE Ew. . 1� , S .. " / CT �KEL A FOIL. IN ALE SE �4Y �,_ lt� -RE-- I _Z.7 ZY NVl N 07.um .. ... .. W-E, V111T Bo N L06P _i INSr. !rE�� -11 �i r ON I EXISTING PROPOSED .1 lA.T SPoi ELEVATION. 1- CONTEARS W OCNIOURES F@D= NATER LINE FTESTRO LNE ELECTRIC . 0 JGHT POST SENSE ELSE ERA.A. PIPE IINMI FNI CONCRETE SELE. ASFK.T ..T MET PENCE InIET PROTEREEPON LIFITTS OF DEEIRRANCE F II M,A ..�APNALNNETTI - - - ------- - - 11 SOOREELPM,eONATE.. TAPIA ...NN ANO LANEEPAPP. ..EE1ELl.E1 'IT "I 0CVIW X 1 IP& FMA1R.EER.PANU 0R1MLASENDNTSOP� H=H .EVAPINS MI == ASPEA, . \IF1.1 . I + r .. .... ------ - ---- ---- LOD EVIEF, LIS, t"n,""T"I'm EtI I -IT, Vl�,, 1��NF LOO .._LM.rRTI S. T-7 — TyI �Mlp Ila ESF EMMA t TV F"I IT Th I E w"B", NAM'L,I,,NVVVL.. 11 - 1...N.I II SbELL-Alt T, IMP, 91, MK,.Nl S, LI S,INMEmVVSi,,trENq, R., LE SO 111-1 ILL TffA 0 A', PILL SO& WA" TE 1 IV REP ON, LK 20' 0 40' - C8 �0mmo® AvooOa 00 mmmmoo 0000 o0ovoo a m0� oaa I�000 PURCHASE OF NUTRIENT CREDITS IN THE AMOUNT OF a 0 LEE WILL BE MADE WITHIN HUD MOM40303 TO SATISFY PHOSPHOROUS REMOVAL REQUIREMENTS. PURCHASE OF NUTRIENT CREDITS SHALL BE COMPLETED PRIOR TO A CONSTRUCTION CONTRACT Hyd h,,,ic Sail GI UA e mAi rSAN CONCRETE GRAVITY RETAINING WALL - e LEVEL BACKFILL ]Ot E ROM t R9g0E SfµpPMS RMDCY lOm M AtYN RETAINING WAIT NOTES 1. RW-2 WALLS TO BE INSTALLED AT THE LOWER END OF THE E%ISTING NORTH AND SOUTH STAIRS, SEE SHEET CT. 2. WALLS TO BE 2d TALL ABOVEGROUND, WITH BRICK RUSTIC TREATMENT AND 14' NOE BY 3' THICK LIMESTONE CAP. BRICK AND CAP TO MATCH ARCHITECTURAL REQUIREMENTS FOR COLOR AND PLACEMENT (COMPARE TO BRICK PIERS AND STONE CAP ON COLUMNS). 3. IN LIEU OF MEP HOLES, PRONDE V UNDERDRAIN AT BASE OF POROUS BACKFILL AND CONNECT TO DRAINAGE LINES. UNDERDRAIN IS A SEPARATE PAY ITEM. 4. POROUS BACKFILL TO BE PAID FOR UNDER THE VA-309 LINE ITEM FOR 57 STONE. HIM DRAINAGE CLEAN -OUT DETAIL HIM TO SCALE NOTES 1. EIF -MIS M BE CH IOV C-C MAY. SPACING a+ouxo Eulsare CMPACIFD BACKFILL PoEs ,B• B OZ. NLN-WOVEN FLRA FABRC OYEBIM I" SR NOTE Z OFEN JADED A.B.-TIE (.T N. 5/f 4. Y FERF. PVC ORNNAGE PIPE UNDERDRAIN DETAIL . TG SCAIE NOTES 1. UNI'V ORNN M BE I AT MCATONS SHOYM CH WEST CS AND ARCWlECT1RAL SHEER. 3. PIPE E[DS SHNL RE CO.. MTI 3/4' X }/1' HESH. 11 4E. GLLV .. HARDWARE GLOM SEOIRELY FASIENEO. GEOTOTIE EILTA FABRIC INCIDENTAL i0 UNDERDRAIN .1 IDEM. 4. uo HON-NOYEN MI FABRIC TO BE NRAR IBCN, C FABRIC 20WW, OR APPRONA EOUNAI-I HE PROJECTION 0' PIPE ABOVE GROUND LINE S pN]RIIK EMTM FOVIOATIpN ROOK fOLWpATION fOUNATION $OF i. Y[LON4. Bi OTMRWISE VH5}fN1E IMTERVL PIPE PROJECTON ABOVE GROUND LINE -` gym% - - caa -FU.W1gLION NORMAL EMLM FOVNDATKH N ROCK f01M0ATKK1 � EDFi. YIELONC. CR OiMRW15E UNSUrt/dlE MATERIN, NOTES: imx ro. ® + o^,^ INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" [ eN�ulzea anlyaa Ey Oe 11yPNnorunl=or� ea ebN: vJi eoalrenL iowF, 11. a yelunoo Raulay�d�u1eeeel FiMevloN. APRIL 2M WHE JPM CRJ 2215-UKA C10 R `-1 4RONN N60HE0 MODE �'., c�NeEhl voonwPs) M FENIE M. BPotlt OR WNCRE S Imo) N0. !] 6" (aPPRJK) � li T Ir FOR JNE POST tA' FOR END CR WRIER POST FENCE POST FOOTING DETAIL HOT TO SLALE TO ER RAN I .. COPPER FENCE GROUNDING DETAIL HOT ro .1 NOT BE£ BHMGTM 116$-]IO FOR ptOWDINO LCfAIIMS TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL xCTi xCT TD ECU 1. END POST SHAM BE I"TID0 AT EMERY BPY INTERVAL IN STRAIGHT SECEMS OP PENCE. AW AT All CX.. INDIR.M. W FENCING. SILT FENCE EXTRA STRENGTH FILTER FABRIC NEEDED NITHOUT WIRE MESH SUPPORT BE OR WWD POST mot, WMRBUFPCRT FF]iH TM CORE AIfEXtF WT PODDING El PODDING HT. STMEL OR FILTER FABRIC ,DESOPIDON MAX AGET TO UP17DE NRELY BIDE BE vxc RUNOFF yq� RVNOFF (RECOMMENDED) f— TSTUGAi HT IN `9" 6" IRFNCH ' NIIH COMPACTED GRAVTL BACNFILL SrMJawo DE'rAL ALTERNATE DETAJ TRENCH WITH NATIVE BACNFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND PLANE FENCE AFTER EACH STORM EVENT AND REXOYE SEDIMENT MIEN NECESSARY 2. REMOVED BEDmFIT WILL BE DEPOSITED TO AN AREA THAT Mu NET CONTRIBUTE SEDINENT OFF-.. AM CAN BE PERNANENILY 51'ABILIIID. J. SILT FENCE SHN1 BE PIACED ON AOOE CONTOURS TO MAXI.. PoUNgHG EFT..I.. INLET PROTECTION BEE (TYPE AI wit, M. WNIT—, wi. TYPIM TREATMENT FOR TYPICAL TREATMENT DROP NLET WITH CONCRETE FOR DROP INLET CUTTER WITHOUT CONCRETE GUTTER SECTION A -A NOTES N SECTION B-BuoaCOOArz All u T rc n nlvu oAR N rc w ,evvu uA PIPE BOLLARD DETAIL .TOSCPIF INLET PROTECTION (TYPE B) IiwN.xW- AN mAm'reenu�lE wcverz no apnxl-'�'iro _ =I I �xME� I r: cWnrz`�xer m aer x. SECTION VIEW n.HCIL TYA) TV (PIE TYPICAL PARKING BAY LAYOUT NOT TO SCALE AD., 1. ML PAN'MEMT MAIMING MATERIALS PAID APPUI NCN TO BE N ACCOMI IT' EHEIRCATOIB SECTION N61. TYPE A . TWE B-1 VEINAlMN.. PARKING CROSS -HATCH MARKING DETAIL 1. SUE STIE PIAR FOR IAunWs ADJACENT TO BADE EI£YaTW PAMVON. x ALL PArENENT MARKING MATBRALE AND APPUCATICH ro BE IN ALWROA . 1L1 MT VEDIEBMIONS SWECM 104 FOR TYPE A ON 11PE B-1 PAYENENT XARKII �OIE L.�MW.- i i « WM RJA SHMH-"' FIRE HYDRANT SIGN DETAIL NOTroBfAIE ]. AM FAsreXRa rxvwl�DanGFANleass166L oeYOn WebuRneW elenryH�aW q xngialY WNMPIM noep�nmevlonal. nw== a +� 6 m .�a T. 1, wMv T D o Pg6v4ml. M s 9 VAC25-84O-dO. Minimum Standards. A VES@ must N mmlMent with the falowing adorns, techniques and methods: 1. Peemarxv temwary soil mbllimtlon shall N aWiled to denuded areas within seven days after flnal grade is reached on any punkin of the site. Temporary soli stabillzaHan shall be ap,liadwfthi. sayer days to denudied areas that may ro[ be atfhal grade but will remain dermantfor lengerthan 14d M.Permanent Mablllntion shall W applied ad, areas that are to be left dobnanther more than one year. 2. During codsstructlon oftM prated, Mal stock plbs and bone woushall be stabllizedas- protected with sediment trap ping measures. The appli ant is respomide for the temporary protection and permanentMbif lion of all soil stockpiles en site as well as borrow areas and soil intentionally tlaralsorted from the project sm. 3. Apermanent vegMMiw devershall be established on denuded areas rat Mherwlse permanemdysabilized. Permanent vegetation shall nth N considered ambllshd until a ground cover is achieved that Is uniform, mature enough to survive and will InMAt erasion. 6. Sediment basins and traps, perbnecer dike:, sediment bamers and other measures Intended to trap sediment shah be constructed as a float step In any land disturbing aft ity add shall be made functional before u,MEA a land diamrbance takes pace. S. Stabilization measures shall be applied to earthen s eau s writ es dams, dates and drverstons immediately after in tallMion. 6. Sediment traps and sediment basics shallN designed and conarl dbased uponthe tend eradnME, e area la N .cord M the trap or basin. a. The minimum storagecapacity of a sediment trap shall be 134 cubit yards per acre of drainage area and the map shall only control drainage areas less ties three acres. b. Surfs¢mnoffkomdiMrbedamasMrtismmpriseddf fmmdminap eat greMerthan orequal tothme acres shall be contmild by a sedMent basin. Themmlmumrtepam. The Mall Ws eM basinflanbemui mbic yards penance of rucarnage area. Theeds Wain a i rystem still, fi a minimum, duration Me structural iMe usotheNsinduringa25-ymr storm ndtoaur bare eartn.h RudwR ion Or used in corn expected act w cwrepond la a bare earth condition wthose conditions hoe hocked to exact while the setllmeM basin is lMMzed. p z Curs andfill sla essmlme designed andAmdW in a mannermMwnl minimizememo. SlopetilaNrefoundo m be adding aid mwzb,wkhln one yearofpermanent stablhzadon shall be pdvided with staTiorel dope snbilizingmsesures until the problem is corredd. 9, concentrated mnoHshall natfow down set or fill slopes unless contained within an adequate tempoary or permanent donne, f lume se slope Amin structure. g. Whxgwerwater seerehom a eommue, adequate drainage or other pmtemnn shall be Advised. 10. All storm sewer ln@ta that are made anyone during mnsbuOion still be pm.Med so that seoment-laddn water canna enter the dimensions system without first being Po(ered or othanwice treated to remove sediment. 11. BMore newly mnaMded stormwater caMeyance channels or pipes are made operational, adequate Punks proton on and any required admporery or permanent channel limn shall be Imtalled In both the dense ante manml and receiving channel. c r g 12. When work in a rive watercourse is performed, weauabns shall betaken to minimize exmachmen4 control sediment transport and stabilize the work area to the greatest extent pos@le during construction. Nonerodible material shall be Lead forth construction us causeways and cWerdams. Earthen DR may be Iced for these strucolrm ifamcved by Moroni corer materials. 13. When a live watercourse must be cloud by consM&ion vehicles more Man twice in any sta-mordM periaa, a cempoary vehicular stream edssirg mrrstruaed of non emdlble material shall he pdrided. 14. Ad applicable fades, Mate and lomlrequlremedrte pertaining to working in or dower, live watercourses shall be mat. 15, The bed and banks of a watercourse shall be ateblltmd immedtately after work in to watercourse li complend. 16. Unde%mund MiRV lines shall be instilled in MmName with to fallowing standards In addition No other applicable Wteria: a. No more than 560 linear feet of trends may N opened M one time. b. Fx mc.dMl aNll be placed an the upon title o(trencNz c. Efnuent from dewatering wentions shall be flltsred or passed through an approved sediment tapping shall or bush, add discharged in a manner that doe net adversely: d Rowing atmams or off -site prdyerty. d. Material used for NdYWing trenches shall be properly compacted In order to minimize edsld and promote MzblllaNUD a. RA.bllb lion shall be .....Hoed in accordance with this chapter. F. Applicable safety requlremems shall be compiled with. 17. Wherec Mmttm article access mines imersec( pavd or public rwtls, provisions shall be made to minimize the monsoon of setllmem w eshddder backing months payed socked. Where sediment is tromponed onto a paved or public road zudace,the roatl surfaceshalI ¢cleaned thoroughly at the end of cam day.5eddmmtmall be coed fromtheho unds ads by shoveling or sweeping and tmnsponedn a dmmeM conDybal dimmeI area. Street washing shall be allowed only after sediment Is removed in this manner. This provision shalt applrm intlieldual development suss as well.sn hrger land-diMrbidlgacdwtto. 1S, Alltemporaryemsion and sediment mntdlmeadrea shall be removed within 30 days after fml site stab0lzrtbn or after tMtemponry meawres are No longer needed, unless otherwise auNorhea by the VE5r5 authority. Tromped sediment and the disturbed sou areas dsukddgfroad Me dispraltlan of temporary measures shall be permanently stabilized to pevenlfurtbereroslon and utlimd rstood 39. Propenles and waterways downslrcam from development sites shall be protected from sandiment depestdon, erosion and damage due to Increases in volume, velocity and peak Row rare of Nmdnwater runoff far the Mated frequency storm of 244h0ur duration in moreance with the following standards and viteda, Stream mst mtim add mlocaion presents that inmmorate natural channel design mnmpts are not man-made channels and shall be exempt from allyflmv rate capacity and velocty requirements for natural or man-made channels: a. Concentrated Mormweter runoff leaving a development site shall be dIAhgmed directly Into an adequate naural or manmade raceiving channel, pipe or storm sewer system. For those sites where runoff is discharged Into a pipe or pipe system, do Mmam stability analyses at the outran of the pipe or pipe system shall N performed. b. Adequacy M all channels and pipes and be venfled in the fonowlng manner: (1) The applicant shall demonstra ¢that the total drainage area to Me print of e r a ryes within the channel is 100 times greater than the mrnmm[ing droMage area of the project in question; or raj (a) Natural channels shall be analyzed by the use of a flea -year norm to verify that sWMm rwill not overtop channel banks nor cause erosion of channel bad or banes (b) All previously constructed menmatle ch rfi eW shall Ima elyzed by the use M a lDyear storm ta, verify that men er will not everaop its banks and by the use Ma two year storm be demonstrate that summation ation will not cause eroa'nn of channel bed or banks; and (0 Pipes and norm sewer systems shall be analyed by the use of 10 year storm to shortly that stormmter MAI has mntamed within the pipe rsystem. a. If editor, natural anelHng channels or previously constructed manmade channels or Made are not accounts, the applicant shigh (1) improve the channels to a mFdM.n where a 10-year, storm will not overlap the banks and a two-year storm wnl rot cause erasion to the channel, the back ore banks, or (2) Improve the pipe or pipe system to a condition where the JUDI storm B cordamad within the appudemncm, (3) Develop a site design that will not mum Me pre-devebpmerd peak runoff rate from a two-year storm M increase when M affoittfaRs into a natural channel or will not cause Me mrPdevelopment peak runoff rate from 10,an rstorm to Increase when runoff mrtlalls into a manmade cM1amel; ca 14) Provide a combination of channel improvement mannequin detention or other measures which IssaWamq Me the vESCm authority to prevent downstream erasion. d. The applimnt shall pra+ide evidence of permission to make the improvements. c, All hyddlogk analyses END be based on the editing wzterahed diarateridw and the ultimate developmentit ri n rtb n of the subject pamsa. L Rate obtain amchooseutothes an onlNtindlan rt maintenanceerywater atlhn, the shall etWfapprovalfrom the VESCP ofahthe maintenance requirements me facilities The plan shall set faith the maintenancename. M Me al frem a the Portion responsible for perfoned torte maintenance. g. Oudall fdmades shall facility Mall a drmhargetlMaentioreceivingcNnnel, and energy, ry to aresi Mall to placed Mate Duman Man detention fall od as necessary [0 provide a stabilized mnmion from the faility M the receiving b. All 0n-ske channels must be verified to be adequate. I. Inveasetl volumes of sheet Rows Mat may cause emdon or .i han el, pipe or Pipe system, shell Mention tl to a stable omlet adegmte channel, pipe arpipeayalem,etoadet rmafxlme j. bappdngtlemamrmwarer mameememdmna. inaiwaoal lots Pr d.eopmm4as development pl deaeoprshtchi k. All measures us, anemic l and Managed Integrity of rivers, streams and other waters of the atafe I. Any plan approved prior to July 1, 2014, that provides for Stormwater ......a. mat add.EE.s arty flow rite capxityantl nl0c requirements for natural or manner channels shall Ed" Me flow rate copse y and maciter r¢quimmems for natural or manmadd cNnnala id the Pronfi s arc designed t0(0 deem Me wMergaelite volume and to release It overlie hours; lip deem add release dyer a flow ate by reI, One Mae":. R was l volumafmmtheske from may flow hafts as n and aftirlulr 1, 2014, Me flow rate cpacty and Ed of 1,62.1-04.15:52 A of the Ad and this atoned by compliance with water quantity Storm wr Mameemem AM i462.Ii495:24eft limits on applicability of doomed design criteria In WAUS47D-47 or 462]d4.15,34Oo1MeAM. IN minimum k srtoat in Wat er apmendr Program Amsrydle daydreamed, of this SmIRavAW.MT bl bae I-evALM30i den Vidmw5ireia; aft selawrLer A lmT;emeeed. vldglnle Rgatervobne sit lone Tt el! Mann 2y den; voW- zS,.whoa, dl. Noremberl3, toll; meaaea addanambxe.VlTm. W. vdam. as, cue; MR.Ouda, A LN3;.meMaa Wens kryl -1-unn ll, Ime M, m..1.1 zG 20¢s; you. 3i hose s6 eX Nartmbs al, 2. WLET� cTm h Its TYPICAL TREATMENT FOR awevene TYPICAL TREATMENT DROP INLET WITH CONCRETE FOR DROP INLET CUTTER WITHOUT CONCRETE GUTTER x`4L .namMw on SECTION A -A gvdnA Mwru"nhou'eno yesrw honed a h0 p a WLEr PRmgcTION (TYPE Bl Nuaredsm� _ wore ail 'illm ads, xo. nalesneasa addial .-I- SECTION ION VIEW as as area Specific APPLI Ac Tou °damsa ax mvre�4"doleLw,a. NOSECTION 8-8�m .,.sMild v.wa4 mrweiY.ra'vx twGy Iafteds eaun mmm rap av lllosetsw'srema°s P ma spowass, ON xu x drachma ra d psee sear nortcnex de was m iota. s _ _s � ",- Con MUMINAT Mrs w�a L PROJECT OONTPOL NAWUTIVEMDNDTEB L TheWi cetha1PTON .e W Modlelt pm, Me Abe onion eertllaNNmdedim unt bebIs r. moo,denudedato Won air ekvNw pand tan o. ., Imge,1 Porhina blmtlhe ickdimw 9mgwithea. MAN. .1 live -qzM cgg an01e devabr sarv'vg IM ache area. The poi U- wag WII incWe I UUI omeasures,ide.blmwayMdd MaiqualIMandowin awroMcnopsinds W,dded of uMiyaa, agrees, chisels dllawah anddct AM,, az armrege pruvidms rearcab¢01the pavAloncanopyfil- a =MMd e_gaNllpaving. sbbiNation.IaMawpbg, eltl miectlbneoue Ibms. pdwbeame a=039 Greg. M It Egk4TpG SITE CONDITIONS The "art see b an area aPPIa..hon MI gran ma]aMas wMrmdmis Brian. EbvalbnS lniN pmfac{aea rage hum 805 MSLb619 M5L TTepmggabaleagaa nearer ,ebed mIMpetledr®n ab¢NMelamena EuiMng,NMeen Ne Povea aryon loop Incrind aid, Me Povetl sung lens paMrlg lot el. ADJACENT PROPERTY TNpdbclslWWu iM ysummdl 4MMad p TNOnimlkWbhgaMlwp razed am bealtlb Me woul, W. caski hllstne he ins nog antl x and Img brit parting let to the oat, N.SORS Tnegolwiaiiei¢mvvsawimaveneerdtopsouandrmimaL UdomMOM¢Iapedlba5 town zed stab dasslllea yes Sand, aided United Sea Cbwllmlkn roki Theleyerb moI¢Iartl very hose la bmebmmpa¢ticn. uMw M. till layer l¢4's'dsIEY 6walsMlMa mold am Manion demo re Kaae mwmwclkad. Wwad d ardour .dump adl�PPoeabm. V. CRITICAL EROSION AREAS I pdenllal critical areas am IM Mticm a Me hlROMM snick., Me w., Inland IBM .1. Main kcationa b Me ed.bg do.-, ..Or SR ban aM Adel matiofiM ME N bsWNab MApropound oMsik a...toaen.-Froosition. WlienWe taIn the sher ry. eaequal¢ prewueons ¢hall be biter io rianenee emabn hone trap eNklgM an 11w aYe. Mr.MANRGMEm STRATEGIES AND SEQUENCE OF EROSION CONTROL MFASURM u...aaW.. biii Wfiaftem.mn ad s.dl.. can. Pmaed.anQ Nth... antl mabbbed in a® once Mal the minimum sWndarde and VMNmfiom d Me latest "Mn M the VESSCR aN VESSC HeNEock ma blsafte, eWern devents for zAyMn add s.akmm mmdlmeasures dMd be ion .Win d MecoreWabn uMaub M Ibu posed and Mal early bat mmincaon iairome, Men Me papnd ruck.: 1. :Temporary a.- shall ne previeM at the MMbMs) s on Me pva.Tbu anhalicNn)ahal be mn¢idctednacmNanmwllh Ma YagiNa Emslm one 6tlhenlCmhd Hardtack tSM. S 3pec.302). Wepi racksere to N INovlWdwfiere wale Xwaagele. I Where remanded' vehicle access rake lMerxd Aimed pubic mab. PovYom Mal be rtado b m ain-Me hansPoil M Wiadmb Ue awed sivlace. Were adY t a tar W... a Public mac euaam, M. it quill N dashed Mwughh M Me as U eub day. S W I.t shop a -it Iran to mast by MoaabP v eweiy0ip hod 5nrgald to an pp -and location when..-10 remover In was comer, C. CwNncSan haWa sNlN lmRea to -as -do As to b pmhlgbd bum treeing ..,a.wea.ae steam dormwfim abmlUdy mmmay MOM, S$me 3.M VE86C WMWck} 2, air fords Md no., advarm.w b N plea paw b ebeaeg wd guWirG oho peat to any first pram of cmmetlm. 3. N(mMMc NsuEar l IW ads mace oWW&nO at Una shot 0OWdhg oho ona, hdWbg spared Wm.mtraa , a. The mMmlor had. dishav bda4 le.1 fily, ears. Midy(3M:rye Marvin, comgetlm d mgh among al arty add within IM andesl. S. COnsbudion will be sequemd No lost 9adin9 WON&—un bpin and ended quickly as pmsde. N Pita.NM se not No be aisebed wit asckaeN-.it by Malin. flags, tyre, tic. T. M. Nrmanwa sec m dry AM SWNizadm area be pined to denuded adsMain a- V)).peaMai MlaeedsaMys6oenany aae.n 0 the site . Temparay wit sMiti onto ll beappond eve seven(lto ew mI be a MnM 9a]eM MA in. doment woe'Man bra n(14)tlrya Pmnanml M i5 nsNfi be spoked to area MM ea as be Id damn. rem most than ore (1) yen. and, USE STMDMD DETAIL IRINOI rand NATIVE aFgeat. INSPEm Nlo fl rs. rENm Mfll eMN _ MN OHa MO. SreINiNT aXFN a.. TO as AN "'.1. Mal MAT M�ABLRmoFf-Sl1E eNa deft ER1ER ..0, 3 wcxrows1. �I.... vd"LL Eric w od. up vTiQENcy, 4 Der, comtrllcfimof. prdbd, chi abzkpi.a dell ba..Mr.der polagetl with OWb n' belgim mwauma. True -,'-a'Ia rhos .M. surge zdwNzy pobNan and 0-...bblladbn dal cal slpcWiea For alas as .1 as call lMenfiomfly 4ampwdd from i.p.pd W, .1-nA wernowerat ablhe wra MM be miabl.. an eamtlatl ¢Mae nod ..tided ME.. at vegebdsan area and be w19MeM esddished untlla grouts mvNu aatiwed M&. In End apblm aft nor hand g mMuratori whe dears. Aide, M.0 aM mature- soon to mrvlve and dl lMlbilemsbrt V.gfle wvx Mal be esbbHs des blcwe: Permanml5eed 40Powe lNwlWdy 31 or rW hype .1 Feacw) Topsel IIM. urea O,KOWaaa ,..arm 1,000 Wave of 10Q610 March 2,0N Wave Temporary Seed See Table(Ris 56M) Steinberg- m.aeuma.1bespan. b eeMenaWa- sash or dame, shunionsiN N.., wall mince beds aM banks Immedblely ddx inaWUI. (fiat.. fiche. 336 011 Hontlhd). 8. a. Nlslvm selrerinldsgasre rretle eadetlud comhudlm op rq Mall be pmleskdw Man aeelmmt-Amen wader mnlbd tour m. Mona Wand. ayadem wubam nla ba.ie filhretla WNmisafieabtlbremow eetllmml. b. BeMrengMr dmswad cheesed.M.nlwlawarlweeopemtlane. aaegnad. aamd MNMwdon.rid requitedw WMw or p.mdnmd Ownd IIMry still be InsdaW In sung IN wmeyma cNmd and recast, cNnne. B. IN Cm aM 11 Monads shall be dedgned and ad.. in a. -do, thel Ma mmmlm wn decry MIN aefound fo be.d worwanvedy MMn me(1) yex of permanent atadlpatlm shall In pdHded wM aidtlmal spew alablleMg mmslroe mill Me problem he zxm dad. b, Cmrenb rwe$helnodflondmncotwfi.MWmunb mnumetlwlWnan amquale temporary 0rµwrpnent c nO. Alum, or ill drab dncWm In. Pomaxornsp ma antl rygArad meinh nor mist be pdHdid, espacbly Pali wM Maillcant Bonn ewnd. The prtpcd maewanbrWant Mil be mdwnzWM per the Installation and mlMnmm Wag ermm and Hhmm aMd padirxa 11. The plan appecong authority must ass miW am (1) weak poor b the plmnnru n -rise n...,ono(1) wed pdvb Me mnma-. MYnoa '. and ore HIwmk pdu to final in spwtlbn 12. Nllempomry erosion and . imwll rand -.a Mall N renay.d wMh MiM that days after final Sao xMkIsxlion V a thS Mnpinary measure aft no bMwmellee ureas CMemiseautMWby1Nlo lId madmnisham,rr p SMIMWland Me tlinurbd runs arena resuWg 11om Medamsmm dnmpwarl m.mum Mag be pwnanenI near zed No amove Wweeddon and sedmentMbn, 13. R Ponslnle Lard Odvrber(W&dgnonh):ehdskpbw R.Jaspn PE%LODOof. 14. Where -sediment -laden water Is mmaveefiwr.a cmdruabn alb by cream of pumpng.a temporary sassing and rather, device shall N used WMerft$Wme adenwabr Poor to the water being dlacerged firs. the ¢Ye. VIL NWNTENANCE Ingmeral all vcdm and adkmntMb =VOl mpawsand be m.daa M F each .-Wind or weakly, xTimna b vaethequant aItl aMub a desee one repslyd g to in. IdI4Mr®amdub: 1. Eroslm and mdirom mipd wN be mmkd wgmdr for uMe.ima ddarbrytm, MOW or noggins Wm mtlkwzL CwredWe wood ell N When lmrWblery. 2. At seared areas will be Wdd regularly to see that a wed Mad alliance; by nminlalned Areas Mould be Wdilbee and fideeced As mWM, 3, nL temporay.mbn aM sadrment measures shall be revnvd wigh Bids (30)days .flay 0ml May soebubanon i, drained and veadallon m umbWea. POMI try so .1i lys amuMOb�q) a"= IEH d IT Mx. VEp ALTERNATE DETAIL IRENPI .1 GR4VEL T@APONdfl3®INOCN9RT GEED APMTAlION MTE RANM ram SWW MIX OFAMMLL RVE A CEREAL RYE 100L&4IACRE BEPT.1- ASS. 1S ANNUMN. RVEGR 1W LB&ACRE FEB. It -APR 30 WEEPING LOVEGFWBB t6 LINVACRE -11-AUG. 31 SEUENCE OFCONBTRUCDONOFCONBTRUCDON 4 TN Caltlradm alai again al rwnhe pxmis ircWilq Me mnlhiaM d'sbibanm pxmR am Me WeDEO sbrmwnler d.4 ,. pwMNw miwbudcn adhWs. Amoy of Mesa 1-1. his be pmvid. 4 iM Enpinver Nor to mmmellnrg lane dbNrNrg m(rvi . 2, The Con4aclw..Ms. 1. hours resume. to a..a ap-,.,a MreUM with Me Nbemana Counts Edsbn Conte Inapacbr. Coconut NNmbb County Carmunih 0evelcpmpll M plan 296b632. 3. CAMN.AAimg-wo the terminated sewer pevmibn plan cmalmd s., aGlNaea. 6 Fabdlahab0lry areawigln the sung lenn parkbp 101 PW»ai4fenofaM lnbl gda aspar prat. No rddicarel onsirucllm a.,N9bMN1Maedat- mMdl re esuras are In plan. B PhaaW9 d Me am. I be In aaaNwlce to Me malntwunm se beffin. R p s) benlMed an 6Neh C3L5 Of Me plena. The must shown gat nseat No mrelrWotl firstin its am.,. ldured by Rre rest Mwalcr p-Rood Inns enfireh, am May Me rbmditbn Of iN-B, central aieseter and its ldMrg ddre. 6. S.Mi- in. de wW'Wihved and ando-.i, bate m. gtedlYatlors. Dust.., ad03wMsiryeflada steal Me mnfl.. water art the g iont 1 and denuded.. M don as portbla aM vole all dbbbed seed. ImW IaMsnpnB pan tN greed lentleawar, plan. 6. Cw2nJng malMnmm peclicsg will be yammad to Ensure probdwof itam.-P,.Mes, 9 No arson mnbd dw'm¢ mall N removd Mal an WKWW sound dpass may beenoIWkwL our b MeremrvPl M Me Nrk»a, ell sill and tlabn. Mall be nmavwl. 10. AlvelAlalFre nick...I-.ire end mdm.. aswl memves shownm IN pans are b be cowlrvdm, m IN nd ararem:,ea in eccmdarw wdh Meurte Mond of me Wgum-'-a adsdimml C..'XM.b.k and nations RDW.m VR USUa 3, DU �S1d�2 Z 9-ci z%3`5 mg� Z85 ou =Do z Jr. No. MI �aWC12 Section 5. Stormwater Management Plan (Provide a reduced 11 x17 copy of the latest stormwater management plan. Do not reference only.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County . . ......... LEGEND PrI z gE. i� PI 157 IF ----- -PRGNC{f1Ep6LE SCOT IT -.,Ill, �LA&46IREAFPN. PI IV I N I I., TS11) - 1.11 1, FERECANNITMENIONALCONSTRACTON.011 ONTARET1 W'TAIN} � Ill 7� Z _FN JSE _AN.cI "'ITESINFAISMASEETTEREEMENRILTIEFTlI RESELPFFEEDIFERTNEPROMEST SNA�FCONNELIAREVQ -ENNEENI .1.1STRATTRITIMPENECT. LAMENOAPNO VALACALLONERRANDESSAAMULCI NOTIMPSELEEN.APIRENE.SIAMPONNII M-I r*I SAN L PEARALLE—NOM ,O�l NEN ES, EST ES 4n na S. IS R,, E SAI mg :E IN I IN AT IN 0 .1 T .1 IT A STS.1 CX1 A-' AT IN , AREN IRI=.�� IT IP MPNnT.-T AT v F. PLANS..SEA 11 ..O.LOL.TN.. 1 .1 (SE) IT IS I ATELENATON PAI TI STAFFILEATION OF USETERESS ARISES NO SEPARATE PEREPRIQ PERE T EO-Es ASENNAT TAX ITEM N 'EVIL NO. -4 4 C'I PLEW INALT I MAN.I.A. MUNI.OMERPROVEMERIDNALPEALSIS E, AT EV AS S. co 1111. AT �11SLI TA� VA W"�- D NORM ]SYXS]MFS TRADE 41. AT ILLSTING FREAPELFFiN E (TILF) TELENET MILE, MTR TERMINAL BUILDING RILE OM ITeaS IF.. ..N, III . ELESTING IN "N A, 4ASI INE 31-'0 ENIFLOTIE1 11. FLN ISERE AR NORT'SlITATI 1F, A 121 LE-IN AT MEETING SiN 1 110 RE FEE SURREA ALF EN LUMI IF ------ ------- REY.F H EIR 6i11 le EVE Ew. . 1� , S .. " / CT �KEL A FOIL. IN ALE SE �4Y �,_ lt� -RE-- I _Z.7 ZY NVl N 07.um .. ... .. W-E, V111T Bo N L06P _i INSr. !rE�� -11 �i r ON I EXISTING PROPOSED .1 lA.T SPoi ELEVATION. 1- CONTEARS W OCNIOURES F@D= NATER LINE FTESTRO LNE ELECTRIC . 0 JGHT POST SENSE ELSE ERA.A. PIPE IINMI FNI CONCRETE SELE. ASFK.T ..T MET PENCE InIET PROTEREEPON LIFITTS OF DEEIRRANCE F II M,A ..�APNALNNETTI - - - ------- - - 11 SOOREELPM,eONATE.. TAPIA ...NN ANO LANEEPAPP. ..EE1ELl.E1 'IT "I 0CVIW X 1 IP& FMA1R.EER.PANU 0R1MLASENDNTSOP� H=H .EVAPINS MI == ASPEA, . \IF1.1 . I + r .. .... ------ - ---- ---- LOD EVIEF, LIS, t"n,""T"I'm EtI I -IT, Vl�,, 1��NF LOO .._LM.rRTI S. T-7 — TyI �Mlp Ila ESF EMMA t TV F"I IT Th I E w"B", NAM'L,I,,NVVVL.. 11 - 1...N.I II SbELL-Alt T, IMP, 91, MK,.Nl S, LI S,INMEmVVSi,,trENq, R., LE SO 111-1 ILL TffA 0 A', PILL SO& WA" TE 1 IV REP ON, LK 20' 0 40' - C8 �0mmo® AvooOa 00 mmmmoo 0000 o0ovoo a m0� oaa I�000 PURCHASE OF NUTRIENT CREDITS IN THE AMOUNT OF a 0 LEE WILL BE MADE WITHIN HUD MOM40303 TO SATISFY PHOSPHOROUS REMOVAL REQUIREMENTS. PURCHASE OF NUTRIENT CREDITS SHALL BE COMPLETED PRIOR TO A CONSTRUCTION CONTRACT Hyd h,,,ic Sail GI UA e mAi rSAN CONCRETE GRAVITY RETAINING WALL - e LEVEL BACKFILL ]Ot E ROM t R9g0E SfµpPMS RMDCY lOm M AtYN RETAINING WAIT NOTES 1. RW-2 WALLS TO BE INSTALLED AT THE LOWER END OF THE E%ISTING NORTH AND SOUTH STAIRS, SEE SHEET CT. 2. WALLS TO BE 2d TALL ABOVEGROUND, WITH BRICK RUSTIC TREATMENT AND 14' NOE BY 3' THICK LIMESTONE CAP. BRICK AND CAP TO MATCH ARCHITECTURAL REQUIREMENTS FOR COLOR AND PLACEMENT (COMPARE TO BRICK PIERS AND STONE CAP ON COLUMNS). 3. IN LIEU OF MEP HOLES, PRONDE V UNDERDRAIN AT BASE OF POROUS BACKFILL AND CONNECT TO DRAINAGE LINES. UNDERDRAIN IS A SEPARATE PAY ITEM. 4. POROUS BACKFILL TO BE PAID FOR UNDER THE VA-309 LINE ITEM FOR 57 STONE. HIM DRAINAGE CLEAN -OUT DETAIL HIM TO SCALE NOTES 1. EIF -MIS M BE CH IOV C-C MAY. SPACING a+ouxo Eulsare CMPACIFD BACKFILL PoEs ,B• B OZ. NLN-WOVEN FLRA FABRC OYEBIM I" SR NOTE Z OFEN JADED A.B.-TIE (.T N. 5/f 4. Y FERF. PVC ORNNAGE PIPE UNDERDRAIN DETAIL . TG SCAIE NOTES 1. UNI'V ORNN M BE I AT MCATONS SHOYM CH WEST CS AND ARCWlECT1RAL SHEER. 3. PIPE E[DS SHNL RE CO.. MTI 3/4' X }/1' HESH. 11 4E. GLLV .. HARDWARE GLOM SEOIRELY FASIENEO. GEOTOTIE EILTA FABRIC INCIDENTAL i0 UNDERDRAIN .1 IDEM. 4. uo HON-NOYEN MI FABRIC TO BE NRAR IBCN, C FABRIC 20WW, OR APPRONA EOUNAI-I HE PROJECTION 0' PIPE ABOVE GROUND LINE S pN]RIIK EMTM FOVIOATIpN ROOK fOLWpATION fOUNATION $OF i. Y[LON4. Bi OTMRWISE VH5}fN1E IMTERVL PIPE PROJECTON ABOVE GROUND LINE -` gym% - - caa -FU.W1gLION NORMAL EMLM FOVNDATKH N ROCK f01M0ATKK1 � EDFi. YIELONC. CR OiMRW15E UNSUrt/dlE MATERIN, NOTES: imx ro. ® + o^,^ INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" [ eN�ulzea anlyaa Ey Oe 11yPNnorunl=or� ea ebN: vJi eoalrenL iowF, 11. a yelunoo Raulay�d�u1eeeel FiMevloN. APRIL 2M WHE JPM CRJ 2215-UKA C10 R `-1 4RONN N60HE0 MODE �'., c�NeEhl voonwPs) M FENIE M. BPotlt OR WNCRE S Imo) N0. !] 6" (aPPRJK) � li T Ir FOR JNE POST tA' FOR END CR WRIER POST FENCE POST FOOTING DETAIL HOT TO SLALE TO ER RAN I .. COPPER FENCE GROUNDING DETAIL HOT ro .1 NOT BE£ BHMGTM 116$-]IO FOR ptOWDINO LCfAIIMS TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL xCTi xCT TD ECU 1. END POST SHAM BE I"TID0 AT EMERY BPY INTERVAL IN STRAIGHT SECEMS OP PENCE. AW AT All CX.. INDIR.M. W FENCING. SILT FENCE EXTRA STRENGTH FILTER FABRIC NEEDED NITHOUT WIRE MESH SUPPORT BE OR WWD POST mot, WMRBUFPCRT FF]iH TM CORE AIfEXtF WT PODDING El PODDING HT. STMEL OR FILTER FABRIC ,DESOPIDON MAX AGET TO UP17DE NRELY BIDE BE vxc RUNOFF yq� RVNOFF (RECOMMENDED) f— TSTUGAi HT IN `9" 6" IRFNCH ' NIIH COMPACTED GRAVTL BACNFILL SrMJawo DE'rAL ALTERNATE DETAJ TRENCH WITH NATIVE BACNFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND PLANE FENCE AFTER EACH STORM EVENT AND REXOYE SEDIMENT MIEN NECESSARY 2. REMOVED BEDmFIT WILL BE DEPOSITED TO AN AREA THAT Mu NET CONTRIBUTE SEDINENT OFF-.. AM CAN BE PERNANENILY 51'ABILIIID. J. SILT FENCE SHN1 BE PIACED ON AOOE CONTOURS TO MAXI.. PoUNgHG EFT..I.. INLET PROTECTION BEE (TYPE AI wit, M. WNIT—, wi. TYPIM TREATMENT FOR TYPICAL TREATMENT DROP NLET WITH CONCRETE FOR DROP INLET CUTTER WITHOUT CONCRETE GUTTER SECTION A -A NOTES N SECTION B-BuoaCOOArz All u T rc n nlvu oAR N rc w ,evvu uA PIPE BOLLARD DETAIL .TOSCPIF INLET PROTECTION (TYPE B) IiwN.xW- AN mAm'reenu�lE wcverz no apnxl-'�'iro _ =I I �xME� I r: cWnrz`�xer m aer x. SECTION VIEW n.HCIL TYA) TV (PIE TYPICAL PARKING BAY LAYOUT NOT TO SCALE AD., 1. ML PAN'MEMT MAIMING MATERIALS PAID APPUI NCN TO BE N ACCOMI IT' EHEIRCATOIB SECTION N61. TYPE A . TWE B-1 VEINAlMN.. PARKING CROSS -HATCH MARKING DETAIL 1. SUE STIE PIAR FOR IAunWs ADJACENT TO BADE EI£YaTW PAMVON. x ALL PArENENT MARKING MATBRALE AND APPUCATICH ro BE IN ALWROA . 1L1 MT VEDIEBMIONS SWECM 104 FOR TYPE A ON 11PE B-1 PAYENENT XARKII �OIE L.�MW.- i i « WM RJA SHMH-"' FIRE HYDRANT SIGN DETAIL NOTroBfAIE ]. AM FAsreXRa rxvwl�DanGFANleass166L oeYOn WebuRneW elenryH�aW q xngialY WNMPIM noep�nmevlonal. nw== a +� 6 m .�a T. 1, wMv T D o Pg6v4ml. M s 9 VAC25-84O-dO. Minimum Standards. A VES@ must N mmlMent with the falowing adorns, techniques and methods: 1. Peemarxv temwary soil mbllimtlon shall N aWiled to denuded areas within seven days after flnal grade is reached on any punkin of the site. Temporary soli stabillzaHan shall be ap,liadwfthi. sayer days to denudied areas that may ro[ be atfhal grade but will remain dermantfor lengerthan 14d M.Permanent Mablllntion shall W applied ad, areas that are to be left dobnanther more than one year. 2. During codsstructlon oftM prated, Mal stock plbs and bone woushall be stabllizedas- protected with sediment trap ping measures. The appli ant is respomide for the temporary protection and permanentMbif lion of all soil stockpiles en site as well as borrow areas and soil intentionally tlaralsorted from the project sm. 3. Apermanent vegMMiw devershall be established on denuded areas rat Mherwlse permanemdysabilized. Permanent vegetation shall nth N considered ambllshd until a ground cover is achieved that Is uniform, mature enough to survive and will InMAt erasion. 6. Sediment basins and traps, perbnecer dike:, sediment bamers and other measures Intended to trap sediment shah be constructed as a float step In any land disturbing aft ity add shall be made functional before u,MEA a land diamrbance takes pace. S. Stabilization measures shall be applied to earthen s eau s writ es dams, dates and drverstons immediately after in tallMion. 6. Sediment traps and sediment basics shallN designed and conarl dbased uponthe tend eradnME, e area la N .cord M the trap or basin. a. The minimum storagecapacity of a sediment trap shall be 134 cubit yards per acre of drainage area and the map shall only control drainage areas less ties three acres. b. Surfs¢mnoffkomdiMrbedamasMrtismmpriseddf fmmdminap eat greMerthan orequal tothme acres shall be contmild by a sedMent basin. Themmlmumrtepam. The Mall Ws eM basinflanbemui mbic yards penance of rucarnage area. Theeds Wain a i rystem still, fi a minimum, duration Me structural iMe usotheNsinduringa25-ymr storm ndtoaur bare eartn.h RudwR ion Or used in corn expected act w cwrepond la a bare earth condition wthose conditions hoe hocked to exact while the setllmeM basin is lMMzed. p z Curs andfill sla essmlme designed andAmdW in a mannermMwnl minimizememo. SlopetilaNrefoundo m be adding aid mwzb,wkhln one yearofpermanent stablhzadon shall be pdvided with staTiorel dope snbilizingmsesures until the problem is corredd. 9, concentrated mnoHshall natfow down set or fill slopes unless contained within an adequate tempoary or permanent donne, f lume se slope Amin structure. g. Whxgwerwater seerehom a eommue, adequate drainage or other pmtemnn shall be Advised. 10. All storm sewer ln@ta that are made anyone during mnsbuOion still be pm.Med so that seoment-laddn water canna enter the dimensions system without first being Po(ered or othanwice treated to remove sediment. 11. BMore newly mnaMded stormwater caMeyance channels or pipes are made operational, adequate Punks proton on and any required admporery or permanent channel limn shall be Imtalled In both the dense ante manml and receiving channel. c r g 12. When work in a rive watercourse is performed, weauabns shall betaken to minimize exmachmen4 control sediment transport and stabilize the work area to the greatest extent pos@le during construction. Nonerodible material shall be Lead forth construction us causeways and cWerdams. Earthen DR may be Iced for these strucolrm ifamcved by Moroni corer materials. 13. When a live watercourse must be cloud by consM&ion vehicles more Man twice in any sta-mordM periaa, a cempoary vehicular stream edssirg mrrstruaed of non emdlble material shall he pdrided. 14. Ad applicable fades, Mate and lomlrequlremedrte pertaining to working in or dower, live watercourses shall be mat. 15, The bed and banks of a watercourse shall be ateblltmd immedtately after work in to watercourse li complend. 16. Unde%mund MiRV lines shall be instilled in MmName with to fallowing standards In addition No other applicable Wteria: a. No more than 560 linear feet of trends may N opened M one time. b. Fx mc.dMl aNll be placed an the upon title o(trencNz c. Efnuent from dewatering wentions shall be flltsred or passed through an approved sediment tapping shall or bush, add discharged in a manner that doe net adversely: d Rowing atmams or off -site prdyerty. d. Material used for NdYWing trenches shall be properly compacted In order to minimize edsld and promote MzblllaNUD a. RA.bllb lion shall be .....Hoed in accordance with this chapter. F. Applicable safety requlremems shall be compiled with. 17. Wherec Mmttm article access mines imersec( pavd or public rwtls, provisions shall be made to minimize the monsoon of setllmem w eshddder backing months payed socked. Where sediment is tromponed onto a paved or public road zudace,the roatl surfaceshalI ¢cleaned thoroughly at the end of cam day.5eddmmtmall be coed fromtheho unds ads by shoveling or sweeping and tmnsponedn a dmmeM conDybal dimmeI area. Street washing shall be allowed only after sediment Is removed in this manner. This provision shalt applrm intlieldual development suss as well.sn hrger land-diMrbidlgacdwtto. 1S, Alltemporaryemsion and sediment mntdlmeadrea shall be removed within 30 days after fml site stab0lzrtbn or after tMtemponry meawres are No longer needed, unless otherwise auNorhea by the VE5r5 authority. Tromped sediment and the disturbed sou areas dsukddgfroad Me dispraltlan of temporary measures shall be permanently stabilized to pevenlfurtbereroslon and utlimd rstood 39. Propenles and waterways downslrcam from development sites shall be protected from sandiment depestdon, erosion and damage due to Increases in volume, velocity and peak Row rare of Nmdnwater runoff far the Mated frequency storm of 244h0ur duration in moreance with the following standards and viteda, Stream mst mtim add mlocaion presents that inmmorate natural channel design mnmpts are not man-made channels and shall be exempt from allyflmv rate capacity and velocty requirements for natural or man-made channels: a. Concentrated Mormweter runoff leaving a development site shall be dIAhgmed directly Into an adequate naural or manmade raceiving channel, pipe or storm sewer system. For those sites where runoff is discharged Into a pipe or pipe system, do Mmam stability analyses at the outran of the pipe or pipe system shall N performed. b. Adequacy M all channels and pipes and be venfled in the fonowlng manner: (1) The applicant shall demonstra ¢that the total drainage area to Me print of e r a ryes within the channel is 100 times greater than the mrnmm[ing droMage area of the project in question; or raj (a) Natural channels shall be analyzed by the use of a flea -year norm to verify that sWMm rwill not overtop channel banks nor cause erosion of channel bad or banes (b) All previously constructed menmatle ch rfi eW shall Ima elyzed by the use M a lDyear storm ta, verify that men er will not everaop its banks and by the use Ma two year storm be demonstrate that summation ation will not cause eroa'nn of channel bed or banks; and (0 Pipes and norm sewer systems shall be analyed by the use of 10 year storm to shortly that stormmter MAI has mntamed within the pipe rsystem. a. If editor, natural anelHng channels or previously constructed manmade channels or Made are not accounts, the applicant shigh (1) improve the channels to a mFdM.n where a 10-year, storm will not overlap the banks and a two-year storm wnl rot cause erasion to the channel, the back ore banks, or (2) Improve the pipe or pipe system to a condition where the JUDI storm B cordamad within the appudemncm, (3) Develop a site design that will not mum Me pre-devebpmerd peak runoff rate from a two-year storm M increase when M affoittfaRs into a natural channel or will not cause Me mrPdevelopment peak runoff rate from 10,an rstorm to Increase when runoff mrtlalls into a manmade cM1amel; ca 14) Provide a combination of channel improvement mannequin detention or other measures which IssaWamq Me the vESCm authority to prevent downstream erasion. d. The applimnt shall pra+ide evidence of permission to make the improvements. c, All hyddlogk analyses END be based on the editing wzterahed diarateridw and the ultimate developmentit ri n rtb n of the subject pamsa. L Rate obtain amchooseutothes an onlNtindlan rt maintenanceerywater atlhn, the shall etWfapprovalfrom the VESCP ofahthe maintenance requirements me facilities The plan shall set faith the maintenancename. M Me al frem a the Portion responsible for perfoned torte maintenance. g. Oudall fdmades shall facility Mall a drmhargetlMaentioreceivingcNnnel, and energy, ry to aresi Mall to placed Mate Duman Man detention fall od as necessary [0 provide a stabilized mnmion from the faility M the receiving b. All 0n-ske channels must be verified to be adequate. I. Inveasetl volumes of sheet Rows Mat may cause emdon or .i han el, pipe or Pipe system, shell Mention tl to a stable omlet adegmte channel, pipe arpipeayalem,etoadet rmafxlme j. bappdngtlemamrmwarer mameememdmna. inaiwaoal lots Pr d.eopmm4as development pl deaeoprshtchi k. All measures us, anemic l and Managed Integrity of rivers, streams and other waters of the atafe I. Any plan approved prior to July 1, 2014, that provides for Stormwater ......a. mat add.EE.s arty flow rite capxityantl nl0c requirements for natural or manner channels shall Ed" Me flow rate copse y and maciter r¢quimmems for natural or manmadd cNnnala id the Pronfi s arc designed t0(0 deem Me wMergaelite volume and to release It overlie hours; lip deem add release dyer a flow ate by reI, One Mae":. R was l volumafmmtheske from may flow hafts as n and aftirlulr 1, 2014, Me flow rate cpacty and Ed of 1,62.1-04.15:52 A of the Ad and this atoned by compliance with water quantity Storm wr Mameemem AM i462.Ii495:24eft limits on applicability of doomed design criteria In WAUS47D-47 or 462]d4.15,34Oo1MeAM. IN minimum k srtoat in Wat er apmendr Program Amsrydle daydreamed, of this SmIRavAW.MT bl bae I-evALM30i den Vidmw5ireia; aft selawrLer A lmT;emeeed. vldglnle Rgatervobne sit lone Tt el! Mann 2y den; voW- zS,.whoa, dl. Noremberl3, toll; meaaea addanambxe.VlTm. W. vdam. as, cue; MR.Ouda, A LN3;.meMaa Wens kryl -1-unn ll, Ime M, m..1.1 zG 20¢s; you. 3i hose s6 eX Nartmbs al, 2. WLET� cTm h Its TYPICAL TREATMENT FOR awevene TYPICAL TREATMENT DROP INLET WITH CONCRETE FOR DROP INLET CUTTER WITHOUT CONCRETE GUTTER x`4L .namMw on SECTION A -A gvdnA Mwru"nhou'eno yesrw honed a h0 p a WLEr PRmgcTION (TYPE Bl Nuaredsm� _ wore ail 'illm ads, xo. nalesneasa addial .-I- SECTION ION VIEW as as area Specific APPLI Ac Tou °damsa ax mvre�4"doleLw,a. NOSECTION 8-8�m .,.sMild v.wa4 mrweiY.ra'vx twGy Iafteds eaun mmm rap av lllosetsw'srema°s P ma spowass, ON xu x drachma ra d psee sear nortcnex de was m iota. s _ _s � ",- Con MUMINAT Mrs w�a L PROJECT OONTPOL NAWUTIVEMDNDTEB L TheWi cetha1PTON .e W Modlelt pm, Me Abe onion eertllaNNmdedim unt bebIs r. moo,denudedato Won air ekvNw pand tan o. ., Imge,1 Porhina blmtlhe ickdimw 9mgwithea. MAN. .1 live -qzM cgg an01e devabr sarv'vg IM ache area. The poi U- wag WII incWe I UUI omeasures,ide.blmwayMdd MaiqualIMandowin awroMcnopsinds W,dded of uMiyaa, agrees, chisels dllawah anddct AM,, az armrege pruvidms rearcab¢01the pavAloncanopyfil- a =MMd e_gaNllpaving. sbbiNation.IaMawpbg, eltl miectlbneoue Ibms. pdwbeame a=039 Greg. M It Egk4TpG SITE CONDITIONS The "art see b an area aPPIa..hon MI gran ma]aMas wMrmdmis Brian. EbvalbnS lniN pmfac{aea rage hum 805 MSLb619 M5L TTepmggabaleagaa nearer ,ebed mIMpetledr®n ab¢NMelamena EuiMng,NMeen Ne Povea aryon loop Incrind aid, Me Povetl sung lens paMrlg lot el. ADJACENT PROPERTY TNpdbclslWWu iM ysummdl 4MMad p TNOnimlkWbhgaMlwp razed am bealtlb Me woul, W. caski hllstne he ins nog antl x and Img brit parting let to the oat, N.SORS Tnegolwiaiiei¢mvvsawimaveneerdtopsouandrmimaL UdomMOM¢Iapedlba5 town zed stab dasslllea yes Sand, aided United Sea Cbwllmlkn roki Theleyerb moI¢Iartl very hose la bmebmmpa¢ticn. uMw M. till layer l¢4's'dsIEY 6walsMlMa mold am Manion demo re Kaae mwmwclkad. Wwad d ardour .dump adl�PPoeabm. V. CRITICAL EROSION AREAS I pdenllal critical areas am IM Mticm a Me hlROMM snick., Me w., Inland IBM .1. Main kcationa b Me ed.bg do.-, ..Or SR ban aM Adel matiofiM ME N bsWNab MApropound oMsik a...toaen.-Froosition. WlienWe taIn the sher ry. eaequal¢ prewueons ¢hall be biter io rianenee emabn hone trap eNklgM an 11w aYe. Mr.MANRGMEm STRATEGIES AND SEQUENCE OF EROSION CONTROL MFASURM u...aaW.. biii Wfiaftem.mn ad s.dl.. can. Pmaed.anQ Nth... antl mabbbed in a® once Mal the minimum sWndarde and VMNmfiom d Me latest "Mn M the VESSCR aN VESSC HeNEock ma blsafte, eWern devents for zAyMn add s.akmm mmdlmeasures dMd be ion .Win d MecoreWabn uMaub M Ibu posed and Mal early bat mmincaon iairome, Men Me papnd ruck.: 1. :Temporary a.- shall ne previeM at the MMbMs) s on Me pva.Tbu anhalicNn)ahal be mn¢idctednacmNanmwllh Ma YagiNa Emslm one 6tlhenlCmhd Hardtack tSM. S 3pec.302). Wepi racksere to N INovlWdwfiere wale Xwaagele. I Where remanded' vehicle access rake lMerxd Aimed pubic mab. PovYom Mal be rtado b m ain-Me hansPoil M Wiadmb Ue awed sivlace. Were adY t a tar W... a Public mac euaam, M. it quill N dashed Mwughh M Me as U eub day. S W I.t shop a -it Iran to mast by MoaabP v eweiy0ip hod 5nrgald to an pp -and location when..-10 remover In was comer, C. CwNncSan haWa sNlN lmRea to -as -do As to b pmhlgbd bum treeing ..,a.wea.ae steam dormwfim abmlUdy mmmay MOM, S$me 3.M VE86C WMWck} 2, air fords Md no., advarm.w b N plea paw b ebeaeg wd guWirG oho peat to any first pram of cmmetlm. 3. N(mMMc NsuEar l IW ads mace oWW&nO at Una shot 0OWdhg oho ona, hdWbg spared Wm.mtraa , a. The mMmlor had. dishav bda4 le.1 fily, ears. Midy(3M:rye Marvin, comgetlm d mgh among al arty add within IM andesl. S. COnsbudion will be sequemd No lost 9adin9 WON&—un bpin and ended quickly as pmsde. N Pita.NM se not No be aisebed wit asckaeN-.it by Malin. flags, tyre, tic. T. M. Nrmanwa sec m dry AM SWNizadm area be pined to denuded adsMain a- V)).peaMai MlaeedsaMys6oenany aae.n 0 the site . Temparay wit sMiti onto ll beappond eve seven(lto ew mI be a MnM 9a]eM MA in. doment woe'Man bra n(14)tlrya Pmnanml M i5 nsNfi be spoked to area MM ea as be Id damn. rem most than ore (1) yen. and, USE STMDMD DETAIL IRINOI rand NATIVE aFgeat. INSPEm Nlo fl rs. rENm Mfll eMN _ MN OHa MO. SreINiNT aXFN a.. TO as AN "'.1. Mal MAT M�ABLRmoFf-Sl1E eNa deft ER1ER ..0, 3 wcxrows1. �I.... vd"LL Eric w od. up vTiQENcy, 4 Der, comtrllcfimof. prdbd, chi abzkpi.a dell ba..Mr.der polagetl with OWb n' belgim mwauma. True -,'-a'Ia rhos .M. surge zdwNzy pobNan and 0-...bblladbn dal cal slpcWiea For alas as .1 as call lMenfiomfly 4ampwdd from i.p.pd W, .1-nA wernowerat ablhe wra MM be miabl.. an eamtlatl ¢Mae nod ..tided ME.. at vegebdsan area and be w19MeM esddished untlla grouts mvNu aatiwed M&. In End apblm aft nor hand g mMuratori whe dears. Aide, M.0 aM mature- soon to mrvlve and dl lMlbilemsbrt V.gfle wvx Mal be esbbHs des blcwe: Permanml5eed 40Powe lNwlWdy 31 or rW hype .1 Feacw) Topsel IIM. urea O,KOWaaa ,..arm 1,000 Wave of 10Q610 March 2,0N Wave Temporary Seed See Table(Ris 56M) Steinberg- m.aeuma.1bespan. b eeMenaWa- sash or dame, shunionsiN N.., wall mince beds aM banks Immedblely ddx inaWUI. (fiat.. fiche. 336 011 Hontlhd). 8. a. Nlslvm selrerinldsgasre rretle eadetlud comhudlm op rq Mall be pmleskdw Man aeelmmt-Amen wader mnlbd tour m. Mona Wand. ayadem wubam nla ba.ie filhretla WNmisafieabtlbremow eetllmml. b. BeMrengMr dmswad cheesed.M.nlwlawarlweeopemtlane. aaegnad. aamd MNMwdon.rid requitedw WMw or p.mdnmd Ownd IIMry still be InsdaW In sung IN wmeyma cNmd and recast, cNnne. B. IN Cm aM 11 Monads shall be dedgned and ad.. in a. -do, thel Ma mmmlm wn decry MIN aefound fo be.d worwanvedy MMn me(1) yex of permanent atadlpatlm shall In pdHded wM aidtlmal spew alablleMg mmslroe mill Me problem he zxm dad. b, Cmrenb rwe$helnodflondmncotwfi.MWmunb mnumetlwlWnan amquale temporary 0rµwrpnent c nO. Alum, or ill drab dncWm In. Pomaxornsp ma antl rygArad meinh nor mist be pdHdid, espacbly Pali wM Maillcant Bonn ewnd. The prtpcd maewanbrWant Mil be mdwnzWM per the Installation and mlMnmm Wag ermm and Hhmm aMd padirxa 11. The plan appecong authority must ass miW am (1) weak poor b the plmnnru n -rise n...,ono(1) wed pdvb Me mnma-. MYnoa '. and ore HIwmk pdu to final in spwtlbn 12. Nllempomry erosion and . imwll rand -.a Mall N renay.d wMh MiM that days after final Sao xMkIsxlion V a thS Mnpinary measure aft no bMwmellee ureas CMemiseautMWby1Nlo lId madmnisham,rr p SMIMWland Me tlinurbd runs arena resuWg 11om Medamsmm dnmpwarl m.mum Mag be pwnanenI near zed No amove Wweeddon and sedmentMbn, 13. R Ponslnle Lard Odvrber(W&dgnonh):ehdskpbw R.Jaspn PE%LODOof. 14. Where -sediment -laden water Is mmaveefiwr.a cmdruabn alb by cream of pumpng.a temporary sassing and rather, device shall N used WMerft$Wme adenwabr Poor to the water being dlacerged firs. the ¢Ye. VIL NWNTENANCE Ingmeral all vcdm and adkmntMb =VOl mpawsand be m.daa M F each .-Wind or weakly, xTimna b vaethequant aItl aMub a desee one repslyd g to in. IdI4Mr®amdub: 1. Eroslm and mdirom mipd wN be mmkd wgmdr for uMe.ima ddarbrytm, MOW or noggins Wm mtlkwzL CwredWe wood ell N When lmrWblery. 2. At seared areas will be Wdd regularly to see that a wed Mad alliance; by nminlalned Areas Mould be Wdilbee and fideeced As mWM, 3, nL temporay.mbn aM sadrment measures shall be revnvd wigh Bids (30)days .flay 0ml May soebubanon i, drained and veadallon m umbWea. POMI try so .1i lys amuMOb�q) a"= IEH d IT Mx. VEp ALTERNATE DETAIL IRENPI .1 GR4VEL T@APONdfl3®INOCN9RT GEED APMTAlION MTE RANM ram SWW MIX OFAMMLL RVE A CEREAL RYE 100L&4IACRE BEPT.1- ASS. 1S ANNUMN. RVEGR 1W LB&ACRE FEB. It -APR 30 WEEPING LOVEGFWBB t6 LINVACRE -11-AUG. 31 SEUENCE OFCONBTRUCDONOFCONBTRUCDON 4 TN Caltlradm alai again al rwnhe pxmis ircWilq Me mnlhiaM d'sbibanm pxmR am Me WeDEO sbrmwnler d.4 ,. pwMNw miwbudcn adhWs. Amoy of Mesa 1-1. his be pmvid. 4 iM Enpinver Nor to mmmellnrg lane dbNrNrg m(rvi . 2, The Con4aclw..Ms. 1. hours resume. to a..a ap-,.,a MreUM with Me Nbemana Counts Edsbn Conte Inapacbr. Coconut NNmbb County Carmunih 0evelcpmpll M plan 296b632. 3. CAMN.AAimg-wo the terminated sewer pevmibn plan cmalmd s., aGlNaea. 6 Fabdlahab0lry areawigln the sung lenn parkbp 101 PW»ai4fenofaM lnbl gda aspar prat. No rddicarel onsirucllm a.,N9bMN1Maedat- mMdl re esuras are In plan. B PhaaW9 d Me am. I be In aaaNwlce to Me malntwunm se beffin. R p s) benlMed an 6Neh C3L5 Of Me plena. The must shown gat nseat No mrelrWotl firstin its am.,. ldured by Rre rest Mwalcr p-Rood Inns enfireh, am May Me rbmditbn Of iN-B, central aieseter and its ldMrg ddre. 6. S.Mi- in. de wW'Wihved and ando-.i, bate m. gtedlYatlors. Dust.., ad03wMsiryeflada steal Me mnfl.. water art the g iont 1 and denuded.. M don as portbla aM vole all dbbbed seed. ImW IaMsnpnB pan tN greed lentleawar, plan. 6. Cw2nJng malMnmm peclicsg will be yammad to Ensure probdwof itam.-P,.Mes, 9 No arson mnbd dw'm¢ mall N removd Mal an WKWW sound dpass may beenoIWkwL our b MeremrvPl M Me Nrk»a, ell sill and tlabn. Mall be nmavwl. 10. AlvelAlalFre nick...I-.ire end mdm.. aswl memves shownm IN pans are b be cowlrvdm, m IN nd ararem:,ea in eccmdarw wdh Meurte Mond of me Wgum-'-a adsdimml C..'XM.b.k and nations RDW.m VR USUa 3, DU �S1d�2 Z 9-ci z%3`5 mg� Z85 ou =Do z Jr. No. MI �aWC12 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 Ixl7 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 v j zeg� W 22ul YO i c Ei A; PK _•` 3 __ 1 V �s �I +S _ �'�a 6% - �ll. f� nE INroPRGPOS� 5 ,� t� `-°` � ' • -"- s'Pv< - 5 0 :. _ c � 515 1 I� _ : '--J'9 P 1 i ['-rsi`"sr 5 61T E _ 8 F[ Isxo cw_w Pu �:, s � .'� x I _ 5g _ PRONBFikfl] 1£ BOOTSO _ _ _ SEF.WNSCM NG - { I.Pi_NmIX6nXC MlEi .. �, ry -. ✓/ P -. y- -EEF XJSEECOWIV GEHEPµ WISFPUCAKN NJle30x3xEEl2 EW Tl-N sT __ j R 5 'tE'S- s mcAP wesrnx - IUIos�Dif@ _ •`'- - Bye -� - PwovloE nEweIC BGGitna y°.� le. __al9x _ zFJEVL FORnEPPoEInoe LIIII.aO.. �� \�� § "' -_ F •s L _ f 'r• r iIE�M GflSANO FM - I b -- ggGGuFOiMEPPw6�1�NLaELVAH OEREO l6 � -- -Y-`I- w �-.- S _- � ..P4 - _.I I -_. ✓'- _- S,�at__-G[y e_P)6._ ___y 4� - -� YF rvm Ee ulsP.o�IwEµonw 6rov®Eo9 uiP�DN-Nlri�ecl�a2 �� 4a3W SF •' _ --' ' L _ '� IN - _ L R Ipr LRE➢ lE:M1VDD'(R'3 w� uEA4 ,J dN ari - 1 - — _ t. --sn orREsmnxG wlor.AP xG. .INT. 1ag-ION 1 E46 ` HFAi VERn SF Ni. III. rERT L SL Clli [ 9 Xixt �$. � EC-j X G.AL N. T. i R®nlutEPAV 1FM ffi A PM\ EXF NIBIG PROD E F%P NN 5� EXi494GN4iEN i �� L JtlN PNO -N i ^ JCIrvi ,VID E-IX i .ate �} xP i.� IEPl P EyL `- }I T£-I EIF' IW. `JEIWx qXP M x oFaunwl lSCCwlkl'Eo mLL61EEN1EPE F{Ii ry r'}I T 1:1:III1IIII 11 j mXI 1 pyy Ae/��C�Ej`]L1 SCE, L I.�9Ti E l ti et:� L" �`£° sy hl MLM®IA +�°Vi RR NRIN I.L( NG GP E E%IBn C G E L µ SnNG 0.P PIT PN Fa \V S PCH LP Sa i'F}9f �\q� Ulsi.l i 1 �� .BEE OR PANLION ioNOFU� EPNNM£ASNa3EPPWaE rl GiO Y SWnI 4DOi B - Pa l :LI J 1.' ' ws pi TG B PPV rcx I�) N c U STR BND `T w STIL Ai eQO ' eTR AMpO mE� i sfA 2AO0 �.I�i%EmM se.o fGYECi10.. lE� P nGPP06 (M Hm1X SeaHe.smoz E ( /. - \ _,/ nE-Ix Rr E - TNEPPdECT xuL3ecow o NOILEIiKro �j U w losso / /% aoeva 1cBszfi wA3e E>9BNn�nzs,oasss mlrt4 GRADE (m) 'pj G I I . 2 D TERMINAL BUILDING 2 .ram L^J V k"P Ow'W' 1LNO BN� s� __ //`TE-IX RT ELSTNC // �sem�werwie�wE T $_ r \ DIIESNLB-.. 3G![) ('65 J / P444FII 311 O%Y 6NAA 4\ ..lP I DT. IA ) Y �B PIP F ..c US µI ..: _" _ /� .7"" E p IN anva aN4Arvx�e �E@rc a\r NNTG DRAIN ew4Y�/ u .,,� '� t` ' EY ❑ 1 f .Xw - �, y iuy %aY I SPBS E W nn;TPlc wl ouT (uq -w;.o a( F .PIE P 3 BOWEPf LObi—w 1 . K Y EMS E%ISIINO PROPOSED =E X PAY 3(li ELNAnONS AqA e4E,1r� r ommuls — — zm— s' EwmuxG—.er— NAIFA IINE -N— flcciwc UNE i- _L ELE c vquLi uGllT Parr .� LNCT4N BO% i9 SE`PR N 01 PIPE - -- uNm w w ewwlxc � , a BWIOSIE nmwax AEI PAYIIILVT .T IXLET PAtlRCnM UNITS ET pSNPBPX¢ EYa e.ax - lFi ; IR 'r rcxoiu (a lAwmmfl ._... - _ ••• •_. -- 1. EDDXDNATEGRwaIW aW 3xE3AAeNTArIaXN,TX "' .-d-I L J/ IFXa3EAPEPa113EE3„FETGLIN,DLE E� > m I" G-Fiu i � flEYpTaa PAnuo _ 1 MONEE, ti o w 4 `\ ^ �, - •� L x E ATMPAYMNIAYO=FOw1NEWPTXNNBOUM V� /- / 'G[-' 1 XFpIPELfNI3.ON UYONRNOkY1MM1aPPNViE OU� w � PmxALr w yWIW ..«- +eozs+ .wen o, f�, �' •\. I 'elm I. � � I lI D..o w�E.Nm� 4 °° 4+ _ §° �T1W- _ W]AQ L JPFEE- �I fo, STR ]B918BSBB155_ PI T� Nwrv.aowan ,•• / /.I Ds - / tlIBYNIl690t / / KK°A BeX BO6.B6 - emu \ :.>PxFLi ( / / DiwelE eom BGR ,ram F y`�- / xac wLEI w ?A' REP � sr nro 9�aH+E'c' u � oo C3;+ Bala SHEET INDEX FF s�y^,cPAoasP \ � LO No.039d01 J ffi arA.. N3P_ '°B ' � I aT a`p nisi ° " BBBetpW, Bf' . LJ ^ G n jBPG6T � T 3 1 VIEW AP. —- — —1_ # C 1 C a Nfl@ *i, J! .h✓y Jl - I 20 20' O za' aD' WwW - awl. teat C8 B. Sources of Pollutants locations and prevention practices Pollutant, or Pollutant Generating Activity Location on site Prevention. Practices, Control Measures Grading A, B, C on exhibit Silt fence and Inlet protection Paving operations A, B, C on exhibit Drip pans and sorbent materials Concrete washout A, C on exhibit Provide temporary containers Structure construction A, C on exhibit Cover stored materials, good housekeeping of work area Dewatering operations A, C on exhibit Silt fence and inlet protection Material delivery and storage A, C on exhibit Cover stored materials, good housekeeping of work area Solid waste disposal A, B, C on exhibit Provide temporary containers, good housekeeping of work area Landscaping operations A, B, C on exhibit Silt fence and inlet protection; Install during no rainfall event C. Sources of Pollutants, continued. Common activities and minimum control and prevention rartinnc M Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and un- Land disturbance area Plan. Dispose of clearing debris at acceptable disposal sites. Seed and mulch, stabilized areas or sod within 7 days of land clearing Cover storm drain inlets and use drip Paving operations Roads and driveways pans and absorbent/oil dry for all paving machines to limit leaks ands ills 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 discharge of soaps, solvents, detergents painting, and cleaning 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 Follow manufacturer's instructions Material use during building process Building areas . MSDS's attached. waste collection area will not receive a substantial amount of runoff from upland Current designated container areas areas and does not drain directly to a Solid waste disposal P on plan waterway. Containers have lids covered before periods of min, 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 better control as specified on plan. Wash Waters Wash areas shown on plan Minimize the discharge of pollutants from a uipment and vehicle washing Designated areas and details shown on Provide containment and filtering for all Vehicle and equipment washing plan wash waters per the plan Minimization ofexposure to precipitation and stortmvater. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.) D. 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.) Kenbridge Construction Co., Inc. - (434) 676-8221. Project superintendent and responsible land disturber (RLD) will be identified at the pre -construction meeting. Project superintendent: F. Response and reporting practices minimize dischargesfrom spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills, leaks and discharges as follows; Report all spills, leaks and discharges as follows; (Provide detailed response and reporting practices according to 9VAC25-880-70, Part 11, section AA.e.) See next page for Response and Reporting Practices requirements. 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.) Kenbridge employees and subcontractors will be given a "walk through" of the site identifying areas of possible pollution and assigned job inspection/maintenance duties. Installed erosion control measures will be inspected as a first item of work each working day and at the completion of each working day. Any discrepancies will be immediately addressed. Good housekeeping measures will be discussed and implemented, including trash control and clean- up of the material storage areas and work site. Pollution prevention awareness and compliance will be discussed at the pre -construction meeting and at each of the progress meetings held throughout the project duration. Progress meetings are anticipated to be held every two weeks. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Response and Reporting Practices Most spills can be cleaned up following manufacturer specifications. Absorbent/oil dry, sealable containers, plastic bags, and shovels/brooms are suggested minimum spill response items that should be available at the job -site. Should a spill occur, prioritize protecting all people, then equipment and property, and then the environment. 1. Check for hazards (flammable material, noxious fumes, cause of spill) — if flammable liquid, turn off engines and nearby electrical equipment. If serious hazards are present leave the area and call 911. Large spills are likely to present a hazard. 2. Make sure the spill area is safe to enter and that it does not pose an immediate threat to health or safety of any person. 3. Stop the spill source. 4. Call co-workers and supervisor for assistance and to make them aware of the spill and potential dangers. 5. If possible, stop spill from entering storm drains (use absorbent or other material as necessary). 6. Stop spill from spreading (use absorbent or other material). 7. If spilled material has entered a storm sewer, contact Albemarle County Community Development (Engineering) at (434) 296-5832. 8. Clean up spilled material according to manufacturer specifications, for liquid spills use absorbent materials and do not flush area with water. 9. Properly dispose of cleaning materials and used absorbent material according to manufacturer specifications. Emergency Contacts Albemarle County Fire Rescue (434) 296-5833 Charlottesville -Albemarle Airport (Director of Operations) (434) 981-7944 24-hr DEQ Valley Region Regional Office (normal business hours) (540) 574-7800 VA Dept. of Emergency Management (nights, holidays, weekends) (804) 674-2400 Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. (Provide detailed measures for any applicable TMDL) The watershed for the project site, HUC JRLL - unnamed tributary to North Fork Rivanna River, is listed as a TMDL watershed with two identified sediment impairments. The TMDL identification are from the Virginia Department of Environmental Quality's Environmental Data Mapper (EDM) web application. TMDL Equation ID 2368 was approved 6/28/2020 and POL0554 was approved 4/26/2009. Further detail was not available through the EDM at the time of this report preparation. Through the implementation of the erosion and sediment control measures identified in the project plans, including silt fence and inlet protection, along with good pollution prevention awareness and required maintenance of the implemented measures, the project site has minimal risk of sediment from the construction operations reaching any off -site or downstream properties from the airport. Issued—10/2014 Stormwater Pollution Prevention Plan (S WPPP) 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.) Kenbridge Construction Co., Inc. - (434) 676-8221. Project superintendent and responsible land disturber (RLD) will be identified at the pre -construction meeting. Superintendent: RLD: Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 9. Signed Certification (Provide certification according to 9VAC25-870-370) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Operator Name: Melinda Crawford Company: Charlottesville -Albemarle Airport Authority Title: Executive Director Signature: Date: Issued—10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A formal, signed delegation of authority is needed.) Delegation of Authority I, (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the Parking Lot Elvtr & Stair Replacement construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative". Operator Name: Company: Title: Signature: Date: Issued — 10/2014 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued — 10/2014 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2019 Expiration Date: June 30, 2024 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with the registration statement filed with the Department of Environmental Quality, this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth in this general permit. Construction General Permit Effective July 1, 2019 Page 2 of 26 10M.T 1 DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state, federal, and local approvals are obtained for the support activity. B. Limitations on coverage. 1. Post -construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post -construction industrial stormwater discharges may need to be covered by a separate VPDES permit. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. Page 3 of 26 4. Impaired waters and total maximum daily load (TMDL) limitation. Nutrient and sediment impaired waters. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a stormwater pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations and implements an inspection frequency consistent with Part II G 2 a. Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for PCB are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations, and implements an inspection frequency consistent with Part II G 2 a. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit effective on July 1, 2014, to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities. All other discharges including the following are prohibited: 1. Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; Page 4 of 26 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1. Discharges from firefighting activities; 2. Fire hydrant flushings; 3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings, managed in a manner to avoid an instream impact; 6. Routine external building wash down where soaps, solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F. Termination of general permit coverage. 1. The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60, unless a registration statement was not required to be submitted in accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential structures, to the VSMP authority after one or more of the following conditions have been met: Page 5 of 26 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator has operational control. When applicable, long term responsibility and maintenance requirements for permanent control measures shall be recorded in the local land records prior to the submission of a complete and accurate notice of termination and the construction record drawing prepared; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For individual lots in residential construction only, final stabilization as defined in 9VAC25- 880-1 has been completed, including providing written notification to the homeowner and incorporating a copy of the notification and signed certification statement into the SWPPP, and the residence has been transferred to the homeowner. The notice of termination shall be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. 3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first. 4. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless otherwise notified by the VSMP authority or department. 5. The notice of termination shall be signed in accordance with Part III K of this general permit. G. Water quality protection. 1. The operator shall select, install, implement, and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures in accordance with Part II C to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or Page 6 of 26 c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter shall include a signed certification consistent with Part III K. STORMWATER POLLUTION PREVENTION PLAN A. Stormwater pollution prevent plan. A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure (SPCC) plan developed for the site under § 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator shall develop the missing elements and include them in the SWPPP. 3. Any operator that was authorized to discharge under the general permit effective July 1, 2014, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. B. Contents. The SWPPP shall include the following items: 1. General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project (e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: Page 7 of 26 (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; (5) Locations where concentrated stormwater is discharged; (6) Locations of any support activities, including (i) areas where equipment and vehicle washing, wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi) construction waste storage; and (7) When applicable, the location of the on -site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2). Erosion and sediment control plan. a. An erosion and sediment control plan designed and approved in accordance with the Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications, implemented to: (1) Control the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Control stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; Page 8 of 26 (3) Minimize the amount of soil exposed during the construction activity; (4) Minimize the disturbance of steep slopes; (5) Minimize sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration, unless infeasible; (7) Minimize soil compaction and, unless infeasible, preserve topsoil; (8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed areas immediately whenever any clearing, grading, excavating, or other land - disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and (9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. Except for those projects identified in Part II B 3 b, a stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an approved stormwater management plan is not required. In lieu of an approved stormwater management plan, the SWPPP shall include a description of, and all necessary calculations supporting, all post -construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant - generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity. The pollution prevention plan shall: a. Identify the potential pollutant -generating activities and the pollutant that is expected to be exposed to stormwater; Page 9 of 26 b. Describe the location where the potential pollutant -generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant -generating activity (if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape Page 10 of 26 materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, waste concrete, and sanitary wastes; (8) Address any other discharge from the potential pollutant -generating activities not addressed above; (9) Minimize the exposure of waste materials to precipitation by closing or covering waste containers during precipitation events and at the end of the business day, or implementing other similarly effective practices. Minimization of exposure is not required in cases where the exposure to precipitation will not result in a discharge of pollutants; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP. SWPPP requirements for discharges to nutrient and sediment impaired waters. For discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for sediment for a sediment - related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or phosphorus), the operator shall: a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For discharges from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for PCB, the operator shall: Page 11 of 26 a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP; b. Implement the approved erosion and sediment control plan in accordance with Part II B 2; c. Dispose of waste materials in compliance with applicable state, federal, and local requirements; and d. Implement a modified inspection schedule in accordance with Part II G 2 a. 7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall: a. Identify the exceptional surface waters in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. 8. Identification of qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 9. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP. 10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K. C. SWPPP amendments, modification, and updates. 1. The operator shall amend the SWPPP whenever there is a change in the design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters and that has not been previously addressed in the SWPPP. The SWPPP shall be amended if, during inspections or investigations by the operator's qualified personnel, or by local, state, or federal officials, it is determined that the existing control measures are ineffective in minimizing pollutants in discharges from the construction activity. Revisions to the SWPPP shall include additional or modified control measures designed and implemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures shall be accomplished as described in Part II H. Page 12 of 26 3. The SWPPP shall clearly identify the contractors that will implement and maintain each control measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP as soon as possible but no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and were modified; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II G. 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. D. Public notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity. For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F. E. SWPPP availability. 1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on -site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. Page 13 of 26 The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity. If an on -site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted near the main entrance of the construction site. The operator shall make the SWPPP available for public review in an electronic format or in hard copy. Information for public access to the SWPPP shall be posted and maintained in accordance with Part II D. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. F. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F. All control measures shall be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II G identifies a control measure that is not operating effectively, corrective actions shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. If site inspections required by Part II G identify an existing control measure that needs to be modified or if an additional or alternative control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then additional or alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. G. SWPPP Inspections. 1. Personnel responsible for on -site and off -site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for ensuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B 6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following inspection schedule requirements apply: (1) Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at least once every five business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when Page 14 of 26 there are more than 24 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections as authorized in Part II G 2 d shall not be allowed. b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of: (1) At least once every five business days; or (2) At least once every 10 business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 24 hours between business days, the inspection shall be conducted on the next business day. c. Where areas have been temporarily stabilized or land -disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency. d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the inspection report required by Part II G. e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. Any time inspections are delayed due to adverse weather conditions, evidence of the adverse weather conditions shall be included in the SWPPP with the dates of occurrence. 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; Page 15 of 26 (2) Record the information and a description of any discharges occurring at the time of the inspection or evidence of discharges occurring prior to the inspection; (3) Record any land -disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization and effective impoundment or flow control; (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channels, flumes, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved or public roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days to ensure: (a) Initiation of stabilization activities have occurred immediately, as defined in 9VAC25-880-1; and (b) Stabilization activities have been completed within seven days of reaching grade or stopping work; (6) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department -approved annual standards and specifications has not been properly implemented. This includes: Page 16 of 26 (a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediment controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed or is not effective on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance or sediment deposition outside of the approved area to be disturbed; (7) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance, and effectiveness of the procedures and practices; (8) Identify any pollutant generating activities not identified in the pollution prevention plan; and (9) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The locations of prohibited discharges; d. The locations of control measures that require maintenance; Page 17 of 26 e. The locations of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The locations where any evidence identified under Part II G 3 a (6) exists; g. The locations where any additional control measure is needed; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and The date and signature of the qualified personnel and the operator or its duly authorized representative. 5. The inspection report shall be included into the SWPPP no later than four business days after the inspection is complete. The inspection report and any actions taken in accordance with Part II shall be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. H. Corrective actions. The operator shall implement the corrective actions identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. Page 18 of 26 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator shall comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1. Monitoring records and reports shall include a. The date, exact place, and time of sampling or measurements; b. The individuals who performed the sampling or measurements; c. The dates and times analyses were performed; d. The individuals who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. Page 19 of 26 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for terminating this general permit coverage or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; Page 20 of 26 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined in this general permit, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; Page 21 of 26 b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case -by -case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-8892. 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870-420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement. All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the Page 22 of 26 manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports and other information. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part III K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part III K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy shall be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant Page 23 of 26 penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit coverage, termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 60 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by § 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act. Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. Page 24 of 26 S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. Page 25 of 26 V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology -based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology -based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records shall be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that shall be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. Page 26 of 26 For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. X. State permit actions. State permit coverage may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permit coverage. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a new operator if: a. The current operator notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property; b. The notice includes a written agreement between the existing and new operators containing a specific date for transfer of state permit responsibility, coverage, and liability between them; and c. The department does not notify the existing operator and the proposed new operator of its intent to modify or revoke and reissue the state permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b. 3. For ongoing construction activity involving a change of operator, the new operator shall accept and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over operations at the site. Z. Severability. The provisions of this general permit are severable, and if any provision of this general permit or the application of any provision of this state permit to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this general permit shall not be affected thereby. Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section B and F.) Issued — 10/2014 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County Stormwater Construction Site Inspection Report Inspections by the operator or an authorized designee are required on a schedule as prescribed in the State Construction General Permit, are to be maintained in accordance with the permit, and are to be made available during VSMP authority inspections. [Revised June 2018] General Information Project Name:Parking Lot Elvtr & Stair Replacement Date of Inspection: Permit #: VARION007 Date of Previous Inspection: Inspector's Name: 10 inspector must be authorized by the Permit 0 eratorto perform Inspections Inspector's Title: Inspector Qualification: o RLD#: Expiration date: ❑ Other: Inspector's Phone #: Inspector's email address: Describe present phase of construction: Type of Inspection: o Routine oPost Corrective Action o Pre -storm o During storm event o Post -storm event Weather Information Has there been a storm event since the last inspection? ❑ Yes ❑ No Storm Start Date & Time: Duration (if known) (hrs): Approx. Precipitation (in): Weather at time of this inspection: oClear ❑Cloudy ❑Rain ❑Sleet ❑Snowing ❑High Winds o Other: Site Compliance Summary ❑ Temperature: Are there pollutant discharges at the time of inspection or since the last inspection? ❑ Yes ❑ No If yes, describe the event(s), corrective action and schedule, and agencies notified: Are perimeter controls and sediment barriers adequately installed and maintained? ❑ Yes ❑ No Is Silt Fence properly installed & maintained (keyed in soil, proper stake spacing, maintained) ❑ Yes ❑ No Is the construction entrance preventing sediment from being tracked into the street? ❑ Yes ❑ No Are all controls operating to minimize the potential for pollutant discharges? ❑ Yes ❑ No Describe corrective action and implementation schedule for any no answers in this section: Have there been any Description: Date changes to the approved approved by ESC orSWM plans or County: construction sequence? ❑ Yes ❑ No 1of3 Overall Site Issues Below are some general site issues that should be assessed during inspections. Customize this list as needed for conditions at your site. BMP/activity Implemented? Maintenance Corrective Action Needed and Required? Notes 1. All inactive slopes and disturbed areas ❑Yes ❑Yes have been stabilized. ❑No ❑No ❑N/A 2. Are natural resource areas (e.g., ❑Yes ❑Yes streams, wetlands, mature trees, etc.) ❑No ❑No protected with barriers or similar BMPs? ❑N/A 3. Are all sanitary waste receptacles ❑Yes ❑Yes placed in secondary containment and ❑No ❑No free of leaks? ❑N/A 4. Are discharge points and receiving ❑Yes ❑Yes waters free of any sediment deposits? ❑No ❑No S. Are storm drain inlets properly ❑Yes ❑Yes protected? ❑No ❑No ❑N/A 6. Is trash/litter from work areas ❑Yes ❑Yes collected and placed in covered ❑No ❑No dumpsters? ❑N/A 7. Are washout facilities (e.g., paint, ❑Yes ❑Yes stucco, concrete) available, clearly ❑No ❑No marked, and maintained? ❑N/A 8. Are vehicle and equipment fueling, ❑Yes ❑Yes and maintenance areas free of spills, ❑No ❑No leaks, potentially harmful material? ❑N/A 9. Are materials that are potential ❑Yes ❑Yes stormwater contaminants stored inside ❑No ❑No or under cover? ❑N/A 10. Are non-stormwater discharges (e.g., ❑Yes ❑Yes wash water, dewatering) properly ❑No ❑No controlled? ❑N/A 11. (Other) ❑Yes ❑Yes ❑No ❑No ❑N/A 12. (Other) ❑Yes ❑Yes ❑No ❑No 13. (Other) ❑Yes ❑Yes ❑No ❑No 2of3 BMP and Pollution Prevention Plan Inspection and Maintenance BMP/Control Implemented? Maintenance Corrective Action Needed and Notes Measure/Pollution Plan Item Required? 1. -]yes -Yes i lNo iNo 2. ❑Yes Dyes ❑No ❑No 3. ❑Yes Dyes ❑No ❑No 4. ❑Yes ❑Yes ❑No ❑No 5. ❑Yes ❑Yes ❑No ❑No 6. ❑Yes [--]Yes ❑No ❑No 7. ❑Yes Dyes ❑No ❑No 8. Dyes Dyes ❑No ❑No 9. ❑Yes Dyes ❑No ❑No Add additional sheets as necessary to include all aMPs. Certification Statement This report shall be kept by the Operator as a part of the SWPPP for a minimum of three (3) years from the date that the general permit coverage expires or is terminated. (9VAC25-880-70.II.F) "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 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." Signature of Inspector Printed Name and title Datee 3of3