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WPO202000002 VSMP - SWPPP 2021-02-19
Stormwater Pollution Prevention Plan (SWPPP) For construction Activities at: Project Name: Horseshoe Farm VSMP/WPO2020-00002. Address: 3772 Horseshoe Bend Rd. Charlottesville, VA 22901. TMP 29-63A, 30-10 & IOC. Lic, 45183 Prepared by: Shimp Engineering P.C. `cSS�ppj� E Prepared for: Horseshoe CV, LLC. SWPPP Preparation Date: 02/13/2020 Revised 02/10/2021 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) CONTENTS: 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 Section 1. Registration statement VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #: GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #: CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: 1113 ❑ IIC ❑ REGISTRATION STATEMENT 2019 Application type. ❑x NEW PERMIT ISSUANCE (CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE Section I. Operator/Permittee Information. A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit). Operator Name: Horseshoe CV LLC Contact person: James Jones, Mgr. Address: P.O BOX 69 City, State and Zip Code: Richmond. VA, 23218 Phone Number: 8046434200 Primary and CC Email: jorlandi@riverg.com lustin@shimp-engineering.com luke@piedmontlm.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 ❑ NO ❑ Section II. Construction Activity Information. A. Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site. B. Project site location information. Construction Activity Name: Horseshoe Farm Address: 3772 Horseshoe Bend Rd City and/or County and Zip Code: Charlottesville, VA 22901 Construction Activity Entrance Location Access 1. Lat: 38.137651 Long:-78.545651 (description, street address and/or Access2. Lat: 38.135744 Long:-78.545308 latitude/longitude in decimal degrees): Access 3. Lat: 38.143563 Long:-78.527240 Latitude and Longitude 38.140220,-78.543941 (6-digit, decimal degrees format): 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): 451.07 ac Primary estimated area to be disturbed (include portions with 9.07 ac Erosion and Sediment Control Plan approval only): Off -site estimated area to be disturbed (if applicable): D. Property Owner Status: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE ❑x E. Nature of the Construction Activity Description (i.e. commercial, Mountain Bike Trails industrial, residential, agricultural, environmental, utility): 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: 2-11-2021 Completion Date: 2-11-2022 H. Is this construction activity part of a larger common plan of YES ❑ NO ❑ development or sale? Rev 11/2020 PAGE 1 1 6 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page. HUC NAME(S) OF RECEIVING WATERBODY 020802040203 South For Rivanna River Section III. Off -site Support Activity Location Information. List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional areas on a separate page. Off -site Activity Name: N/A 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 ❑ Section IV. Other Information. A. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been prepared. B. Has an Erosion and Sediment Control Plan been YES ❑x NO ❑ submitted to the VESC Authority for review? Erosion and Sediment Control Plan Approval Date (for the estimated area to be disturbed MM/DD/YYYY): 02-11-2021 C. Has land -disturbance commenced? YES IN 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 -today operational control of those activities at a project that are necessary to ensure compliance with a storm water pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the storm water pollution prevention plan or comply with other permit conditions). In the context of storm water discharges from Municipal Separate Storm Sewer Systems (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 (h) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations, the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively, or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonmegt for knowing violations." Printed Name: ITP�� Y I kl_� 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 Authority, please send to: If the locality is the VSMP Authorityplease send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructionep@deg.viri;inia.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) Section 3. Nature of activity Project Description: This project proposes a network of mountain bike trails through existing woods. Total area of disturbance = 9.07 acres. Trail network will be constructed with minimal vegetation removal. Existing site conditions: The site is currently a vacant wooded land with existing buildings on the site. Adjacent properties: This property is bordered to the north by vacant wooded land and by south fork Rivanna river and a residential home; to the east by woods and by bleak house road and a residential home; to the south by vacant wooded land and by the south fork Rivanna river and the horseshoe bend road: to west by residential land, vacant wooded land and free union road Off -site areas: There are no offsite activities. Soils: This site contains the following soil types based on NRCS soil maps for Greene county Virginia: 4c - Ashe loam, 7 to 15 percent slopes, hsg:b 4d - Ashe loam, 15 to 25 percent slopes, hsg:b 4e - Ashe loam, 25 to 45 percent slopes, hsg:b 10 - Rodnda loamy sand, 0 to 2 percent slopes, frequently flooded, hsg:a 14c - Chester loam, 7 to 15 porcent slopes hgg:b 14d - Chester loam, 15 to 25 percent slopes, hsg:b 19b - Minnieville loam, 2 to 7 porcent slopes, hsg:b 19c - Minnieville loam, 7 to 15 percent slopes, hsg:b 19d - Minnieville loam, 15 to 25 porcent slopes, hsg:b 2 1 b - Culpeper tine sandy loam, 2 to 7 percent slopes, hsg:b 36b - Hayesville loam, 2 to 7 percent slpes, hsg:b 36c - Hayesville loam, 7 to 15 percent slopes, hsg:b 36d - Hayesville loam, 15 to 25 percent slopes, hsg:b 37c3 - Hayesville clay loam, 7 to 15 porcent slopes, severely eroded, hsg:b 37d3 - Hayesville clay loam, 15 to 25 percent slopes, severely eroded, hsg:b 39d - Hazel loam, 15 to 25 percent slopes, hsg:b 39e - Hazel loam, 25 to 45 percent slopes, hsg:b 41b - Yadkin loam, 2 to 7 porcent slopes, hsg:b 41c - Yadkin loam, 7 to 15 percent slopes, hsg:b 42d3 - Yadkin clay loam, 15 to 25 percent slopes, severely eroded, hsg:b 53b - Danripple loam, 2 to 7 percent slopes, hsg:b 56b - Meadowville loam, 2 to 7 percent slopes, hsg:a 56c - Meadowville loam, 7 to 15 percent slopes, hsg:a 66e - Parker very stony loam, 25 to 45 percent slopes, hsg:a 67e - Parker extremely stony loam, 25 to 60 percent slopes, hsg:a 76 - Dan river loam, 0 to 2 percent slopes, ocasionally flooded, hsg:b 77 - Dan river-codorus comples, 0 to 2 porcent slopes, occasionally flooded, hsg:b 83 - Colvard fine sandy loam, 0 to 2 porcent slopes, occasionally flooded, hsg:a Critical erosion areas: Trails are proposed to be built across streams at several location, these areas are critical and will be treated as such. Straw wattles will be used to prevent sediment from entering stream. Section 4. Erosion and Sediment Control Plan. VSMP PLAN FOR EXIST LEGEND NEW DESCRIPTION i6ic x IYtt TOP OF CURB ELEVATION 16° v If SPOT ELEVATOR 16'TV x IYTY TOP OF WI ELEVATOR 168W x 128W BOTTOM OF WALL ELEVATION BENCHMARK STORM RACY ROOF DRAIN SEMER LINE VAT , LINE GAS LINE OP— ---bP— OVERHEAD ELECTRIC MIRE UNDERGROUND ELECTRIC —TO OVERHEAD TELEPHONE LINE U, T UNDERGROUND TELEPHONE LINE PROPERTY ONE ADJACENT PROPERTY UNE _---_ VACATED PROPERTY ONE 0 BUILDING SETBACK �( PARKING SETBACK 0 d DRAIN INIET BOB O OO O SANITARY MANHOLE [ E PLUG •"' • WATER VALVE & BOX y ARE HYDRANT WATER METER III-0 •m LIGHT POLE UTILITY RUE SANITARY EASEMENT ^— SPACING EASEMENT DRAINAGE EASEMENT — UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT -- STORM DRAINAGE EASEMENT CONSERVATION EASEMENT MEE ONE —x— —x— FENCE SMEPM —312— —12— INTERVAL CONTOUR —300— —OR— INDEX CONTOUR W-R 03-2 STANDARD 6" CURB CG-e CG-6 COMBINATION 6" CURB k CLIMB CONCRETE PAVEMENT / SIOEWAIK RIPRAP ASPHALT CRA55 EC-2 MATING EC-3 MATTING O O WMANO Q Q PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ® ® CG-12 HANDICAP PARKING NOTE: 1. ME S12E OF ME SYMBOLS MAY VARY MGM WHAT IS SHOWN HORSESHOE FARM WPO 2020-00002 TAX MAP 29 PARCEL G3A * TAX MAP 30 PARCELS 10 f- I OC WHITE HALL, ALBEMARLE COUNTY, VIRGINIA WP02020-00002 VICINITY MAP SCALE: V=2,000' SITE HID N F RED F EP m Y B INNINGTO ® FAIROROVE Q �milloE 0 IMAGE PROVIDED BY GOOGI£ MAPS SHEET INDEX Cl - COVER SHEET C2 - EROSION *SEDIMENT CONTROL NARRATIVE C3 - PLAN OVERVIEW C4 - EROSION CONTROL PLAN C5 - EROSION CONTROL PLAN C6 - EROSION CONTROL PLAN C7 - EROSION CONTROL PLAN C8 - EROSION CONTROL PLAN C9 - SOIL MAP CIO - EROSION *SEDIMENT CONTROL NOTES AND DETAILS Lol OWNER/DEVELOPER MP 29-63A OWNER: HORSESHGE CV DUEOWNER ADDRESS: PO BOX 69 RICHMOND VA. 23218 PROPERTY ADDRESS: 3772 HORSESHOE BEND RD WHIZ PAL, VA ROSH DB 1545 PG 503 DB 334-576 PLAT NP 3O-10 k :A -IOC OWNER: HORSESHOE CV DUEOWNER ADDRESS: PO BOX 69 RICHMOND VA. 23218 PROPERTY ADDRESS: 3772 HORSESHOE BEND RD WHITE HALL, VA 22901 DB 4622 PC 634 BB 712-463 PLAT LATMDE' 38.140220 LONGITUDE:-78.543941 ZONING: A, PARCEL LEVEL USE CODE. SINGLE FAMILY. SOURCE OF BOUNDARY & TOPO SOURCE OF BOUNDARY SURVEY'. PARCEL BOUNDARIES PROVIDES BY CS SOURCE OF TOPOGRAPHY: 4' CONTOURS PROVIDED BY GIS BENOIMARK(S): NAVU88 FLOOD ZONE ACCORDING TO ME FERIA FLOOD INSURANCE RAZE MAP, f&EC➢VE DAM FEBRUARY 4, 2005 (COMMUNITY PANEL 51003001200), THIS MOMENT DOES ME WHIN ME ZONE 9 ICLLYEM REGULATORY LLOODWAY PLAN AND IN ME ZONE A MAHOUT BASE FLWD 91£VAlBM. WATERSHED HMC 0203OZEK0203 SOUTH FORK RIVANNA RIVER LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE= 9.07 ACRES NOTES I. TAMES MILL BE BUILT MAN AN AVERAGE WADE OF 5-79 2. TAMES MILL BE CUT WM A 3'-5' BENCH GUT 3. TRAIL RILL HAVE AN OUT -RAN OF 5-7% FOR PREFER SHEET FLOW. 4. OWLS WE HAVE MADE REVERSALS/DIPS THAT RILL AID IN ME DRMNAGE OF ME TRARS 5. ROCK ARMORING WILL BUILT IN AT GORE DINS TO PROTECT TRAILS AND PREVENT EROSION IN KNOW MET AREAS 6. A FOREST ARMOR STYE BRIDGE WILL BE BUILT OVER ME ME 9LNIICANT DRAIN. GENERAL CONSTRUCTION NOTES FOR 7. STRAW WATTLES WIDE BE USED To ABDUCT SWALES FROM SEGMENT EROSION AND SEDIMENT CONTROL PLANS I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO ME PPE -CONSTRUCTION CONFERENCE, WE WEEK PRIOR TO ME COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO ME FINAL INSPECTW. 2. ALL M09W AND SEDIMENT CONTROL MEASURES WLL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIACATONS OF ME VRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VRGINIA REGULATORS VR 625-02-M EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL P090N AND SEDIMENT CONTROL MEA9JPE5 ARE TO BE PLACED PRICK TO OR AS ME MUST STEP IN CLEARING. 4. A COPY OF ME APPROVED EROSION AND SEDIMENT CONTROL PLO SHALL BE MAINTAINED ON ME SIR AT ALL TIMES 5. PRIOR TO COMMENCING LAND DISTURBING ACDVTES IN AREAS OTHER THAN INDICATED ON MESS PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SIZE BORROW OR WASTE AREAS), ME CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO ME OWNER FOR REVIEW AND APPROVAL BY ME PLAN APPROVING AUTHORITY. 6. ME CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ME PLAN APPROVING AUTHORITY. 7. All DISTURBED AREAS ARE TO GRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT All TEES DURING LAND DISHREING ACTNTES AND DURING SITE DEVELOPMENT UNTIL ANAL STABILIZATON IS ACHIEVED. 8. DURING DEWAMRIED OPERATIONS WATER WILL BE FUNDED INTO AN APPROVED ALTERING DEVICE. 9. ME CONTRACTOR SHALL INSPECT All EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP M MAINTAIN ME EFFECTIVENESS of ME EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I0. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. I1. ALL WASTE MATERIALS $HALL BE TAKEN TO AN APPROVED WASTE AREA EARTH ALL SHALL SE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, WHEREIN, AND OTHER DEBRIS 12. BORROW OR WASTE AREAS ARE 70 BE RECLAIMED WHIN 7 DAYS O COIPLETON PER ZONING ORDINANCE SECTON 5.1.28. I] ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WM SECTION 13-301 OF ME CODE OF ALBEMARLE. 14. BORROW. HILLOR WASTE ACTMTY INVOLVES INDUSTRIAL TYPE POMM EQUIPMENT SHALL BE UNITED TO ME HOURS OR 7:WAN TO 9:OOPM. IS BORROW, HLL OR WASTE ACTNTY SHALL BE CONDUCTED IN A SAFE MANNER MAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROMiMEME, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OR SLIDES, SINKING, CF COLLAPSE. 16. ME DEVELOPER SHALL RESERVE ME RIGHT TO INSTALL, MAINTAIN. REMOVE OR CONVERT TO PERMANENT S DRMWATM MANACEMEW ROUTES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REWIRED BY THIS PUN REGARDLESS OF ME SALE OF ANY LOT, UNIT, BUILDING OR OMM PORTION OF ME PROPERTY. 7, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN ME MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYECRASS AND CEREAL WNTER RYE, OR IN MARCH AND APRIL TO CORI4 OF ANNUAL FIVE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/I007. ALTERNATIVES ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CONTROL INSPECTOR. 18 PERMANENT STABILIZATION SHALL BE ONE AND FERTLIZER, PERMANENT SEEDING. AND MULCH. AGRICULTURAL GRADE UMESTME SHALL BE APPLIED AT 90LDS/1000I INCORPORATED INTO ME TOP 4-6 INCHES OF SOIL FERTUZER SHALL BE APPLIED AT ICOOLBS/ACRE AND CONSISTED A 10-20-10 NUTRIENT MIX PERMANENT SEEDING SHALL BE APPLIED AT IBCLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENNCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/I003F. ALTERNAID25 ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CMMX INSPECTOR. 19. MANMNANCE: All MEASURES ME TO BE INSPECTED MEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING M STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. GILT MAPS ARE TO GE CLEANED WHEN 50% OF ME MET STORAGE VOLUME IS ALLIED WM SEDIMENT. ALL SEmm AREAS ARE TO BE RESPOND MIEN NECESSARY TO ACHIEVE A GOOD STAND OF ARAAS. SILT PENCE AND DIVERSION DINES MACH ARE COLLECTING SEDIMENT TO HALF HEN HUGUT MUST BE CLEANED AND REPAIRED IMMEDIATELY 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WHIN 30 DAYS OF ANAL SUE STABIUZATON. MIEN MEASURES ARE NO LONGER NEEDED. SUBJECT M APPROVAL BY ME COUNTY EROSION CONTROL INSPECTOR. 21, THIS PLAN SHALL BE WO IF ME OMER DOES NOT OBTAIN A PERMIT WHIN 1 YEAR OF ME DAIS OF APPROVAL (WATER PROTECTON ORDINANCE SECTOR 17-204C) 22. PERMANENT VEGETATON SHALL BE INSTALLED ON ALL DENUDED AREAS CUMIN NINE (9) MONTHS AFTER ME DAIS ME LAND DIMMING ACTIVITY COMMENCED. (WATER PROTECTION ORDNANCE SECTOR 17-2078) ;TORMWATER MANAGEMENT CONSIDERATIONS: - ME PROJECT DOES NOT SIGNIACM%Y ALTER THE REDEVELOPMENT RUNOFF CHARACTERISTICS OF ME LAND SURFACE AFTER ME COMPLETION OF CONSTRUCTION AND ANAL STABIUZATON: - ME PROJECT IS MANAGED SO THAT LESS MAN OR ONE (1) AM OF LAND DISTURBANCE OCCURS ON A DAILY BASIS: ME DISTURBED LAND WERE WGBS HAS BEEN COMPLETED IS ADEQUATELY STABILIZED ON A DAILY BASS - ME ENVRCNMQR IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED WM ME LAND -DISTURBING ACTNTY: - ME OWNER AND/OR CONSTRUCTION ACTMTY OPERATOR DESIGNS INSTALLS, IMPLLMENTS, AND MANTAINS POLLUTCN PREVENTION MEASURES TO: - MINIMIZE ME DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WADER. AND OTHER WASH WATERS - MINIMIZE ME EXPOSURE OF BUILDING MATERIALS. BUILDING PRODUCTS, CONSTRUCTOR WASTES, MASH, LANDSCAPE MATERIALS, FERTILIZERS PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON -SIZE DO PRECPTATON AND M STORMWATER: - MINIMIZE ME DISCHARGE OF POLLUTANTS FROM SPLLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PROENTON AND RESPONSE PROCEWRES: - PROHIBIT ME DISCHARGE OF WASTEWATER FROM ME WASHOUT OF CWCREIE: - PROHIBIT ME DISCHARGE OF WASTEWATER FROM ME WASHOUT AND OFANWT OF STUCCO, PAINT, FORM RELEASE MS, OWNS COMPOUNDS, AND OMER CONSTRUCTION MATERIALS: AND - PROHIBIT ME REMARK OF FUELS, OILS, OR OTHER POLLUTANTS USED IN WHICLE AND EQUIPMENT AND MAINTENANCE. PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION: MIS PROJECT PROPOSES A NETWORK CL MAINTAIN BIKE TRAILS THROUGH EXISTING WOWS. TOT& AREA OF DISTURBANCE = 907 ACRES TRAIL NETWORK WILD BE CONSTRUCTED AN MINIMAL VEGETATION REMOVAL RESPONSIBLE LAND DISTURBER; WE RESPONSIBLE LAND DISTURBER UNTIL CONTRACTOR IS SELECTED IS TO PE DETERMINED. EXISTING SITE COMMON: ME SIZE IS CURRENTLY VACANT WOWED LAND ME EXISTING BUILDINGS ON ME SITE. ADJACENT PROPERTIES: HIS PROPERTY IS BORDERED TO ME NORM BY VACANT WOWED LAND AND BY SWIM FORK RIVANNA RIVER AND A MOMENT& HOME; TO ME EAST BY WOWS AND BY BLEAK HOUSE ROAD AND A REEDENTAL HUE; TO VE SOUTH BY VACANT WOODED LAND AND BY ME SWIM FORK RIVANNA PER AND ME HORSESHOE BEND ROAD: TO WEST BY RESIDENTIAL LAND. VACANT WOWED LAND AND FEEL UNION ROAD . SOILS: MIS SIZE CONTAINS ME FOLLOWING SM. TYPES BASED ON NEED SOIL MAPS FOR GREENE COUNTY VIRGINIA: 4C - ASHE LOAM, Z TO 15 PERCENT SLOPES, HSGB 40 - ASHE LOAN, 15 TO 25 PERCENT SLOPES, HSGB 4E - ASHE LOAM, 25 TO 45 PERCENT SLOPES HSGB 10 - RWNDA LOAMY SAND. 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOWED, HSCA 14C - CHESTER LOAM, T TO 15 PORCENT SLOPES EST IQ - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, HERB 19B - MINNIEVIIE LOAM. 2 TO 2 PORCENT SLOPES. HSGB 19C - MINNIEVILE LOAM, T TO 15 PERCENT SLOPES, HSGB 19D - MINNIENME LOAM, 15 TO 25 PORCENT SLOPES, HSGB 21B - CULPEPER TINE SANDY LOAM, 2 TO Z PERCENT ROPES HSGB SM - HAVESALLE LOAM, 2 TO T PERCENT SIRES HSGB SAO - HAVECALLE LOAM, Z M 15 PERCENT SLOPES, HSGB 360 - HAYESALLE LOAM, 15 TO 25 PERCENT SLOPES, HSGB 32C3 - HAVESVILLE GAY LOAM. T TO 15 PORCENT SLOPES SEVERELY ERODED, HSGB 3N3 - HAVESVILLE GAY LOAM, 15 TO 25 PERCENT SLOPES SEVERELY ERODED. HSGB SLED - HAZEL LOAM, 15 TO 25 PERCENT SLOPES, HSGB SM - HAZEL LOAM, 25 TO 45 PERCENT ROPES HERB 41B - YADKIN LOAM. 2 TO T PORCENT SLOPES HSGB 41C - YADKIN LOAM, T TO 15 PERCENT SLOPES, HSGB 4203 - YADKIN CLAY LOAM, 15 M 25 PERCENT ROPES, SEVERELY BULL, HSGB 536 - DANRIPPLE LOAM, 2 TO Z PERCENT SLOPES, HSGB SM - MEADOWVILLE LOAM, 2 TO T PERCENT SLOPES REBA 5R - MEADOWVIGE LOAM, ) TO 15 PERCENT SLOPES, EGA 6Y - PARKER VERY STONY LOAM, 25 TO 45 PERCENT SLOPES, HSG:A BE - PARKER EXTREMELY STONY LOAM, 25 TO 0 PERCENT SLOPES, HBO 76 - )AN OVER LOAM, 0 TO 2 PERCENT SLOPES OCASIONALLY FLOODED, HSGB ZZ - DAN MWR-CWORUS COUPLES, 0 TO 2 PERCENT SLOPES, OCCASIONALLY FLOODED, HSGB 83 - COLVMD FINE SANDY LOTH, 0 TO 2 PORCENT SLOPES OCCASIONALLY ROWED, EGG;A NO OFFSITE AREAS. CRITICAL AREAS, PAILS ARE PROPOSED TO BE BUILT ACROSS STREAMS AT SEVERAL LOCATION, THESE AREAS ARE OPTICAL AND ALL BE TREATED AS SUCH. STRAW WATTLES ALL BE USED M PREVENT SEDIMENT FROM ENTERING STREAM. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION: ME FOLLOWING ME ME PROPOSED MANAGEMENT STRATEGIES AND GUAM SEQUENCE OF CONSMUCTON PHASE 1 1. INSTALL STRAW WATTLES AT SEEM LOCATIONS. I INSTALL ALL IDES CONTROL MEASURES. I CONTACT ME ENGINEER AND ALBEMARLE COUNTY FOR INSPECTON AND APPROVAL OF ALL DEB CONTROL MEASURES. 4 UPON APPROVK OF NL ELS CONTROL MEASURES, 6. MAINTAIN ALL SEE CONTROL MEASURES. PHASE 2 2. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, MICH INCLUDES ME ESTABLISHMENT W A PERMANENT META➢VE COVER OVER ME ENTIRE DISTURBED AREA L TEMPORARY SEEDING TEMPORARY SEEDING SHALL BE APPLIED TO All DENUDED AREAS WMIN SEVEN (T) DAYS TO DENUDED AREAS MAT MAY OR MAY NOT BE AT M& GRACE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER MAN W DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE AN SM, AND SPEC. 3.31. 2. SILT FENCE e INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STU. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION BE SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 3. PERMANENT SEEDING AIL DENUDED AREAS SHALL H SEEDED IN CONFORMANCE AM STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE ARMED TO AREAS DELINEATED ON NESE PUNS WRIN SEVEN (B) DAYS WTR FINAL GRADE IS REACHED ON ANY PATCH Of ME 97. 4, MULCHING: MERCATOR OF PLANT RESIDUES OR OVER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER ME MOM OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE HEN FOUND TO BE ME MOST EFFECTIVE SM. AND SPEC. 3.M WE CHOICE OF MATERIALS FOR MULCHING WLL BE BASED ON ME TEE E WE TO BE PROTECTED. SITE CONDITIONS AND SEASON. 5. STRAW WATTLE: WEBB ARE COMPRESSED CYLINDERS, 1 W% AGRICULTURAL, STRAW WATTLES ARE WRAPPED IN TUBULAR, UV -STABILIZED BUCK BONI NEITNG ENVIRONMENTAL CONTROLS 1, CONTRACTOR SHALL PROVDE AND MAINTAIN ALL ENMRONMENTAL CONTROL MEASURES SO AS TO COMPLY AV LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REQULATONS APPLICABLE TO WATER POLLUTION IN WATERS OF ME STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR MALL MINIMIZE THE POMNTAL FOR MR POLLUTON BY ME UK OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, MUT-EOM OF MOTORIZED EQUIPMENT MEN NOT IN USE. AND ACTIVELY CONTROLLING MST EMISSIONS THROUGHOUT WE PROJECT. 3, ANY WASTE DISCOVERED DURING ME PROJECT SHALL NOT BE MOVED ME GOT PRIOR AUMORIZATON OF WE OWES AND BE DIRECT LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO OISPOSK IN A PERMITTED WRDRLL 1. ALL VEGETATIVE NO STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES MILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WE THE MINIMUM SPECIAN ICONS OF ME NRMNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND ANGIEA REGULATION 4VACM-W.. 2. ME PUFF APPROVING AUTHORITY MUST BE HOWARD WE WEEK PRIOR TO ME PRE-CONSTINCPW CONFERENCE, WE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIMTY AND ONE WEEK PRIOR TO FINAL INSPECTION. MIS REQUIREMENT CAN H WAIVED AT ME DISCRETION O ME PLAN APPROVING AUTHORITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS ME FIRST STEP IN CLEARING. 4. A COPY OF ME APPROVED EROSION AND SEDIMENT CONTROL RAN SHALL BE MAINTAINED WSITE AT All TIMES. 5. PRIOR TO COMMENCING LAND RETURNING ACTMTIES IN AAE0.5 OFFER MAN INDICATED W THEY PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), ME CONTRACTOR SHALL SUBMIT A 91JPPLEMENTARY MOM AND SEDIMENT COMM PLAN TO THE OWNER FOR RENEW AND APPROVAL BY ME PLAN REVEWNG AUTHORITY 6. WE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF MY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND YDIMENTATON AS DETERMINED BY ME PLAN REVIEWNG AUTHORITY. Z. ALL OBVERSE) AREAS ARE TO DRAIN M APPROVED SEDIMENT CWTRD_ MEASURES AT ALL TMES WRING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL RNAL STABILIZATON IS ACHIEVED. B. DURING GEWATERING OPERATIONS, WATER ALL BE PUMPED INTO AN APPROVED BLAMED OEMCE. 9. ME CONTRACTOR SHALL INSPECT ALL ERASION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN ME EFFECTVENESS OF ME EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10ANSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WERE WHIMS ENTER/LEAW ME WORK AREA AND MERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL ME COMPLETION RE FINAL SIAGLIZATON. UNLESS OMERASE NOTED ON ME PLANS REMOVE ALL ERASION & SEDIMENT CONTROLS FOLLOWING ME ESTABLISHMENT OF A PERMANENT VEffTATNE COVER AND COMPLETION OF FlNAL STABIUZATON. GENERAL EROSION AND SEDIMENT CONTROL NOTES I. ALL EROSION AND SEDIMENT CONTROL MEASURES MIT BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIRCATONS RE ME NRGINIA EROSION AND SEDIMENT CONMO HANCROM AND NRGINIA REGULATIONS W 625-02-W ERASION AND SEDIMENT CONTROL REGULADONS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ME TO BE PLACED PRIOR TO OR AS ME FIRST STEP IN CLEARING. 3 A COPY W ME APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON ME SITE AT ALL TMES, 4. PRIOR TO COMMENCING LAND DISTURBING AC➢VISES IN AREAS OVER VAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, 07-97 BORROW OR WASTE AREAS), ME CONTRACTOR SHALL SUBMIT A SNPLFMENTARY EROSION CONTROL PUN TO ME OMER FOR REVIEW AND APPROVAL BY ME PUN APPROVING MUN ITV 5 ME CONTRACTOR IS RESPONSIBLE FOR INSTALLATON OF ANY AWITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATON M DETERMINED BY ME PUN APPROVING MMORIM.. 6 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FlNAL STABILIZATON IS ACHIEVED. WRING DEWATERING OPERATONS, WATER ALL BE PUMPED INTO AN APPROVED FLTWING DEVICE. B. ME CONTRACTOR STALL INSPECT ALL EROSION CONTROL MEASURES PMWICNLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN ME EFHCIPAMESS OF ME EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL RLL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA 10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA EARN RLL SHALL PE INERT MATERIALS ONLY, TREE O ROUTS. STUMPS, WOOD, RUBBISH, AND OVER MERLE. 11, BORROW OR WASTE THUS ME TO BE RECLAIMED AMIN T DAYS OF COMPLETION PER ZONING ORDINANCE SECTION SASH. 12. ALL INERT MATERIALS SHALL BE RANSOMED IN COMPLIANCE WE SECTION 13-301 OFF THE CODE OF AIBEMARIE. 13. WRROW, RLL OR WASTE ACTVTY ENGLAND INDUSTRIK-TYPE POWER EQUIPMENT STALL RE LIMITED TO WE HOURS OF ROOM TO 9:OOPM. 14, BORROW, BLL OR WASTE AC➢VTY SHALL BE CONDUCTED IN A SAFE MANNER MAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, M151CAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC SWEET BECAUSE 0 SIDES, SINKING, OR COLLAPSE. 15. ME DEVELOPER SHALL RESERVE WE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT SMIRMWATER MANAGEMENT FACILITIES MERE APPLICABLE ALL EROSION CONTROL MEASURES REWIRED BY MIS PLAN REGARDLESS OF ME SALE OF MY LOT, UNIT, BUILDING OR OVER PORTION OF ME PRW WTY. 16. TEMPORARY AMLIZATON SHALL BE TEMPORARY SEEDING AND MULCHING. STRONG 15 TO HE AT 75 UP/ACRE, AND IN ME MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A M/50 MIX OF ANNUAL RYEGRA55 AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY ENOUGH AUGUST TO CONSIST O GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT BOLBS/100.G, KTERNATNES ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CONTROL INSPECTOR. O. PERMANENT STAMEA➢ON SHALL BE LIME AND FORTUNE, PERMANENT SEEDING, AND MULCH. AGFIWLTURK GRADE LIMESTONE SHALL BE APPLE) AT PARS/IOOOSF, INCORPORATED INTO ME TOP 4 6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT I WEBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE ARMED AT INCUR ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT BOLES/IW3. ALTERNATVES ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CONI IWFECTOR. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTS) WEEKLY AND AFTER EACH RAINFALL. MY DAMAGE OR SLOWING TO STRUCNRK MEASURES IS TO BE REPAIR IMMEDIATELY. SILT MAPS ARE TO BE CLEANED WHEN 5 OF ME MT STORAGE VOLUME IS FILED MN SEDIMENT. ALL SEEDED AREAS ME TO BE RESEEDED WHEN NECESSARY EO ACHIEVE A COW STAND OF GRASS. SILT FENCE AND DIVERSION DYKES MICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO RE REMOVED WITHIN W DAYS OF FINAL ME STABILIZATON, MEN MEASURES ME NO LONGER NEEDED, SUBJECT TO WPROVAL BY ME COUNTY EROSION CONTROL INSPECTOR. 20 NIS PLAN SHALL BE AGO IF ME OMER DOES NOT MEAN A PERMIT WEAN I SLUR OF THE DATE OF APPROVAL (WATER PROTECTION DEMANDS SECTOR IT -WC.) 21. PERMANENT METATON SHALL BE INSTALLED ON ALL DENUDED AREAS ANIN NINE (9) MONTHS AFTER ME DATE ME LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECRON ORDINANCE SECTION 17-20)3). MINIMUM STAN ALL APPLICABLE NRMNIA ER09CN AND SEDIMENT Cgl1Wi REGULATIONS AND MINIMUM STANDARDS SHALL RE ADHERED TO DURING NL PHASES OF CONSTRUCTED MESS INCLUDE, BUT AM NOT LIMITED TO ME FOLLOWING I. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABWZATIW SHALL BE APPLIED TO BARE AREAS WEIR BEAR DAYS AFTER FINAL MADE IS REACHED ON ANY DORTON OF ME SITE. TEMPORARY SCIL STABILIZATION SHALL BE ARMED MEIN SEVEN DAYS TO DENUDED AREAS MAT MAY NOT BE AT RNAL GRADE, BUT WILL REMAIN OgMANT OR ENGSTUROM FOR LONGER MAN 14 DAYS. PERMANENT STABILZATON SHALL RE APPLIED AT AREAS MAT ARE TO BE LEFT DORMANT FOR MORE MAN I YEAR, 2. STABILIZATON OF SOIL STOCKPILES DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES MALL BE STABILIZED OR PROTECTED WITH SEDIMENT MAPPING MEASURES. ME APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATON OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTS MCA ME PROECT 97. 3. PERMANENT VEGETATW COVER A PERMANENT METATVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OMEPWSE PERMANENRY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVE MAT, IN ME OPINION OF ME COUNTY EFFECTER, IS UNIFORM AND MATURE ENOUGH TO SURVW TO INHIBIT EROSION. 4. DIMING & STABLZATON OF SU MAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO MAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN MY END DISTURBING ACTIVITY AND STALL BE MADE FUNCTONK BEFORE MELDED LAND DISTURBANCE TAKES PLACE 5. STABILIZATION W EARTHEN STRUCTURES: STABILIZAIW MEASURES SHALL H PROM TO EARTHEN STRUCTURES SUCH AS DNS, DIKES AND DIVERSIONS IMMEDIATELY ALTER INSTAIU➢ON. 6. SEDIMENT MAPS AND BASINS A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF MGM DISTURBED AREAS MAT IS COMPRISED OF FLOW ROM DRAINAGE AREAS GREATER MAN OR EQUAL TO THREE ACRES. WE MOMENT BASIN SHNL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE ME MU MPATED SEDIMENT LOADING FOR ME LAND DISTURBING ACTIVITY ME WTFALL DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT ME MTK DRAINAGE AREA ROWING ENOUGH ME DISTURBED AREA TO BE SERVED BY ME BASIN. 2. CUT AND BUD SLOPES CUT MD BED SLOPES SHALL BE SEEMED AND CONSTRUCTED IN A MANNER MAT WILD MINIMIZE MOO ON. SLOPES MAT ARE FOUND TO BE ERODING EXCESRWLY WIFE WE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WE ADDITIONAL SLOPE STABILIZING MEASURES UNTIL ME PROBLEM IS CONNECTED. 8. CONCENTRATED RUN -OFT DOFF CUT OR RLL SLOPES CONCENTRATED RUNOFF SHALL NOT FLOW WM CUT OR BLL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, ROME. OR SLOPE DRAIN STRUCTURE. 9. WATER SEEPS FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OVER PROTECTON SHALL BE PROVIDED. 10. STORM SEWER MET PROTECTION: All STORM SEWER INLETS MAT ARE MADE OPERABLE DURING CONSTRUCTOR SHALL BE PROTECTED SO VAT SEDIMENT -"DEN WATER CANNOT ENTER ME CONVEYANCE SYSTEM WINDUP FIRST KING FILTERED OR OVERAGE TREATED TO REMOVE SEDIMENT. H.STABILIZAIION W MUM BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATONAL, ADEQUATE COMET PROTECTON AND MY REWIRED TEMPORARY OR PERMANENT CHANNEL UNING SHALL RE INSTALLED IN BOTH ME CONVEYANCE CHANNEL AND RECEIVING CHANNEL 12. WORK IN LIVE WATERCOURSES MEN WORK IN A FIVE WATERCOURSE IS PERFORMED, PRECAUTONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE ME WORK AREA TO ME GREATEST EXTENT POSSIBLE WRING CONSTRUCTION. NWERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND DROPPING. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE DOWN MATERI0.5. 13. CROSSING A UVE WATROMRH: WHEN A LIVE WATERCOURSE MUST BE MUSSED BY CONSTRUCTON VEHICLES MOVE THAN TRICE IN ANY SIX MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONEROMBLL MATERIALS SHALL BE PROVIDED, 14 WELDABLE REED"TONS All APPUCABLE FEDERAL STATE AND LOCAL REGULATIONS DRONING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL ED MET. 15 STANNZATBN OF BED AND BANKS ME BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN ME WATERCOURSE IS COMPETED, 16. UNDERGROUND U➢LUTES UNDERGROUND UDLITES SHALL BE INSTALLED IN ACCORDANCE WE ME FOLLOWING STANDARDS IN ADDITION TO OVER DRIVEN a. NO MORE MAN SM LINEAR FEET OF TRENCH MAY H OPENED AT ONE TIME b. EXCAVATED MATERIAL SHALL RE PLACED ON ME UPHILL SIDE OF PRNCIPES EFRUENT FOR CUMBERING OPERATIONS WALL H FILTERED OR PASSED THROUGH APPROVED SEDIMENT MAPPING DEVICE, OR DOM, AND DISCHARGED IN A MANNER MAT DOES NOT ADVERSELY AFFECT FLOWING STRUMS OR X51X PROPERTY M. MATERIAL USED FOR MODELING TRENCHES STALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATW. u RESTABILIZARON MALL H ACCOMPLISHED IN ACCORDANCE WM THESE REMLATONS L WPLICMLL SAFEM REWUTONS STALL BE COMPLIED WITH. MERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAIfD PUBLIC ROADS, PROVSONS SHALL H MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PANS SURFACES MERE SEDIMENT IS TRANSPORTED ON TO A PUSUC ROAD SURFACE, ME ROAD SHALL BE CLEANED THOROUGHLY AT WE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN NIS MANNER. NIS PROVISION SHALL APPLY TO INDIVIDUAL LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. IT TEMPORARY SM CONTROL MEAWRE REMOVAL NL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE RUMOVED ANIN W DAYS AFTER FINAL GTE STABILIZATION OR AFTER TEMPORARY MEASURES ME NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY ME LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND ME DISTURHD SOIL AREAS RESULTING FROM ME DISFDMON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FORMER EROSION AND SEDIMENT 19, ADEQUACY OF RECEIVNG CHANNELS: PROPERTIES AND WATERWAYS WMSMEM MGM THE DEVELOPMENT SIZE GRILL BE PROTECTED MGM SEDIMENT DEPOSITION. EROSION AND DAMAGE. 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'�, �'0em�xxVv0AA�` �-- •'�wm,.r /�/��"_ � I ry �t��A��7� O � �r Z .\`mo'`o A� :•.: �> S/� �6Al I � ]WINES \M_M --,J` m - `�• -- >� - J I-r \ _ \,\\ \ .0 .i 5 - a^!\ — ( ! : Dine \\, l,, ll/22/2019 .... y.,; aoo o aoo soo sac scale ' - ;..'° �, / li l // >/%� �/.�,_ \1 \ 1 A ` . \ \- ✓ some 1'-300' 1 "=300' ww , - - mret xo. C3 OF 10 roe xo. 1 8.046 See SHE" ce c- ` S o SOIL EROSION S SEDIMENT CONTROL SYMBOLS I ni I I I ( sttnea rvo. ne KEY �. \ d I > V4 £ �@,m«. �� ® ' l l � � ` ,ACCESS ROAD __ \ . \ EXISTING ------- --- ' . 1 $ e \ _ _-_ \ _ LIMITS OFWE /� \ \ r \\ W,q ®_-------- = LIMITS OF / \\ \ \ \\ \ • — DISTURBANCE --- DISTURBANCE \\ MOUNTAIN ft WIDTH // uore �` `, , ` • EXISTING —_— MOUNTAIN \ �_ BIKE TRAILS • / ; ' ) 1 1 / / / , 54m Wa\ba Fato. �n .11 title, b]pcmt b ost,. ae®. _ \ \ \\ \ \ _ — / � _ _ / J \ , / / / s nslm ,Il <laurCM „w, cCjml b htll„IN M. M Ild Yq u, _— \ : \ `\ \\\ \ `-------------- BIKE TRAILS _ ' / ! / ) li j / l i l l % mi si:eFe oM wca w wu .no ma .+wm� b wa a n o , \\ \\ `\ \ \ _ �' �'I 1 ' / ' / / i i / / / I 1 i m .,.ga�m,sam., Lam: •-° \ STREAM \ \ ` ,' — - ---- SLOPE' K _------- r //' �`v .� / . �.r' ,i / i i /ii i/ I r ACCESS ROAD n: �--- P'� �,' EXISTING \ / lll.�• .. A i /r P /l�/,IF, //' \ \I\\ `\\\\\�\\� , \ , `\\ ACCESS ROAD ' — ------ ,®.: / , ' / r ! I I I I ( n \ y` I 1\ \ \ \ \ `, \\` EXISTING � LIMITS OF STREAM\` \ ` �. \ \\ \ `� DISTURBANCE ACCESS ROAD / / / / I , I I � \ �.. \ , \ \\ , \ —, _ 8.0 ft WIDTH , _ — EXISTING ///' / I \. —__ —_;— --- MOUNTAIN �� i / I \�. BIKE TRAILSfit �� ` \ : --- - ----" SLOPE LIMITS_----____ ------J. ` _ 100y DISTURBANCE ------- 8.0 ft WIDTH \ FLOODPLAIN _ — LIMITS OF i ( '' / / / — \ \ —__----------- „ MOUNTAIN \`_`" \ \� \ .�\ — _ J —% / /y ' / LINES i i / i DISTURBANCE 1 \ . / / } / --- BIKE TRAILS — / J I I l — /4 G 8.0 ft WIDTH,". CAS MOUNTAIN 1 \ ( III / ___ �_,�—_ _ --- __—_✓'� I I l l l l I ( I N N/ O Q BIKE TRAILS » << C < EXISTING I \ \ \ \ ACCESS ROAD ----- EXISTING l / '/ r / ' ' — ----- _ ' ���\��\���`✓i'/ -- ----` _ —�``� \\`\ `� \\ [1/ Q -- --" — CRITICAL v Z_ \ I LIMITS OF \,� -_— -------- 11 li DISTURBANCE _ _JL _ — - i�—'---- —_____ `__ ---� \� `� . `� J 1 I 8.0 N 1 CRITICAL rtl(taP'NQ,�{}----- _ - \\ MOUNTAIN 11 SLOPE /1H0RS�SH6 _— .���\ `\ \ \`\ J'\i 1 i BIKE TRAILS 1 1 `// /FARM INC. ,', `�`�\\• \` J i 1 1 ACCESS ROAD O 11 LIMITS OF \`. EXISTING -- - �111 ACCESS ROAD ---� — / l ' iii Y \ r L�>--- \ \ \ ` L--- \ I II DISTURBANCE EXISTING 1 '%- _� — II 8.0 ft WITH / r /. \�`_ 0 �l W 1 MOUNTAIN ' \\ \ \✓�� ,• / 1 I / nwcAL Wins OF DI6 RMCE DFAIL LL III BIKE TRAILS BUILDING I ( J Q --- , ' IL c Yµlwow use vugµq w dc Wm W r I li l \ \ \\ �— F 'LIMITS OF \ `\ �"� ,' \\\`. `✓ it --- / N J DISTURBANCE 111 1( 1\\�\`� _�,' \\\�\ �,� I _ --- '/' / / `� " oisM`�"x`o"li. Q 1 8.0 ft WIDTH \ \ _ \\\\ _ ----_/ , /''\ ` PROPERTY 11I \ 1 LINES — — MOUNTAIN `\\l \ 100 % III 1 LINES /^@I �. s oq„/22/20,9 loo o loo zoo 00 J J _ BIKE TRAILS \ \ \`_ \ FLOODPLAN \� ��/ / i 11 1 \- — — i i ql :z xne \ — "=100' ; 12 SM1xf C7 OF ,Q SEE SHEET ce He No, 18.046 ov ol _______ __--_------� �----------- / �' / -- IvalcaL uMlrs suRawce oErnlL l I I I I r-- �� '', '�'' .'' —� 1 AV 11 1 '1 1V A 1 V 1 1 \ V A BUILDING rna i (-------'/i' I I' I III I I I I I I I �-- � I i � i I II i i I i I I 1 l " \ \ 1�` � '' ' �� : 1• /r'���3i' /%'' / I i li 1 \I 1 1� \I '\ 1� 1\\ STREAM \ \\ \ \ � \ \\�` � 11 1 .oTM .,01� LINES ACCESS ROAD \\ \ 1 \\ 1\ I 111 C O LI/\-M-lr\—/ •\ii-/ _rrIS O--/F-,l__/- .' 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I,/I"I/ 1O`lL�`KI l y I / 1 � `,�_OU/\ / IEI1�� I'� i P�'/�N.�`\ S /( �-\ \\/—_E' /\,\ T," ;1_ 1 r� �l /✓ ?i�/ �i �,�'l � i/. ,�_ �_.,'�i'_� \'' �i,iIi�� S/�'/���''�I �/I .,/^_ / _ i''/''��I _ /\ II 'n i \i ' /\IIl _.i �l 'y'i:l l�III/ . I , I� L. _, i '✓ /II�I�I I M/ i �'�\/,II�IT\/a�/I- �-�S �-�1�1/'II-1 // �/,'\^/-^/O—IIIi� -1 /,, ^\ \� — \ 1 \IjF/i�I II '-\ i i � i-E� �� II Xi li �.\1 \\� I"��I�SII�I1� �\ \jT� 'III � //N1.111, / �/\'1 \ G�\ 1,' 1 ,'' '�I i � 1 %\/i/ \,\` \ j �1 / / 11sI I .i\.z'\/ Ad/�' \`_/ii / ,\ 1i_IN/ ///i �I`J\ i// I 1%�'/ /j(/�I'/iI/�II , l' I I GII /1 //� //� /r r /r /I /; i 1/i I , /r / i�ii1� , 1 I I / / I /r , / /1 I' // ; l '1i/1 1I 1 i' l / III il lI i1!Ii i1 I //Ir 1 � � 'I / t1 il I I I IIi / I1v ; � 1 i.I 1 1l i �'' III 1/ I ' II ';f \i1III 1 1I 'I/II I1I I � �I1\ I II. I r,\1III IIII II \ I I .�I r\I /r \ 1iIIr 1II\ i 1' 1I l I\ I/ 1II �/ I/i /\ I �/ ' il/ ir ^I I I /ii rI//I r i//, a, ' I llI 'lr l iI /I\i i \(I rlGJ�,IlIr iI/ lIEril Iii), )i,� J�V /Xr� 11I� Ii1/� rl I�9'IAAIII /I , )�SiI � I l II\ li I/i ITr/' I' IlI�I r /I// l lAl�N� i"lI �%I /i :I ,"i \:�AlG / I/" IIIrnI"' li11I /pp1( Ir'lI 1 jII/ il ' � r v I / \ ` "' , �II\11// i \ I Ii11I iI � 1I\I � 11\ 1 1,/ 1\ I I / \'l I l;1 � \l / 1/ I \ lI 1� PL1 (ITI \ 1\I /J1 I1�\'� R11iNI/ 1\'Iii / I � E,\A11 /(1 \1\i1 �11 \/P DISTURBANCE rII- /` I i / i , , ;poa i mo,R8.0 ft WIDTH MOUNTAIN BIKE TRAILS 7 OR8OI1 1 �04I9^ 1 LIMITOF a - DISTURBANCE LIMITS OF 8.0 ft WIDTH I I i I MOUNTAIN 8.0 ft WIDTH MOUNTAINBIKE TRAILS BIKE TRAILS , LIMIT wc OF LIMITS OF DISTURBANCE 8.0 ft WIDTH AIN ,AccEss ROAD ` TRAILS NG `-------- P4i v n ACCESS ROAD LINES 7rO /7'-J11111 i1 EQUIPMENT I ACCESS 3 ACCESS ROAD /1"x/ EXISTING 1a�€E p>QZ�_�;� ♦�'we Z / EAXCICSETSINSG ROAD ACCESS DIRT ROAD r 0MOUNTAIN CRITICAL BI KE TRAILS J SLOPE 0 W LIMITS OF /DISTURBANCE--__- ' ,'' ` ' /' ' 8.0 ft WIDTH - \\ \�\ '--__-------------- DISTURBANCE LIMITS OF / , / r ,[, II �' MOUNTAIN - �.\ `. _-� i/ j l / r i i MF'.0- bA J BIKE TRAILS 8.0 ft WIDTH' V/ ;` �.� __ — �'� I i r r I i i i'! l l I j'' I r l r I ( I A N i BIKE TRAILS ` EX. --- LL Z ZOO Q W a � � Q iiw" �w�i►��l►Os • .°, i►.�eoec.r '''' >�0000v'�Ols` xpvec®��o.a®ez�erel `Si�OSds - + secrs�, �sseeceo�0ea����?aieo�eesza'�.'esso ... ossQse. 'eisr�q°SP�`� MpL=e=eSQ=ia�?�. fir asor� seos�e���s, ni 4C - ASHE LOAM, ] TO 15 PERCENT SLOPES, HSG.B 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, HSG B 4E - ASHE LOAM. 25 TO 45 PERCENT SLOPES, HSG B 10 - RWNDA LOAMY SAND. 0 TO 2 PERCENT SLOPES PREWENILY FLO ODED. HSG:A 14C CHESTER LOAM J TO 15 PERCENT SLOPES HGG.B 14D ONES— LOAM 15 TO 25 PERCENT SLOPES HER B 198 MINNIENLLE LOAM 2 TO ] PERCENT SLOPES HSC B 19C - MINNIENLIE LOAM ➢ TO 15 PERCENT SLOPES HSG S 1DO - MINNIENLIE LOAM 15 TO 25 PORCENi SLOPES,HSG.B 218 - CUIPEPER THE SANDY LOAM, 2 TO ) PERCENT SLOPES, HSG:B 368 - HAMM MLEE LOAM 2 TO ] PERCENT COPES HSC B ]6C - HAYESVILLE LOAM ] TO 15 PERCENT SLOPES HSG B 36D - HAYEWLLE LOAM, 15 TO 25 PERCENT SLOPES, TI SI - HAYESMTE CLAY LOAM, ] TO 15 PERCENT SLOPES, SEWRELY ERODED, HSC:B 37D3 - HAYESNLLE CLAY LOAM, 15 TO 25 PERCENT SLOPES. SEVERELY ERODED, HSG:S 39D - HAZEL LOAM, 15 TO 25 PERCENT ELOPES HSG S 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, HSG'B 418 - YADNN LOAM, 2 TO J PCRCENT SLOPES, HSOB 41C - YAOKIN LOAM, ] TO 15 PERCENT SLOPES HSG B 42D3 - YADKIN CLAY LOAM. 15 TO 25 PERCENT SLOPES. SEVERELY ERODED. HSG:B 53B - OANRIPPIE LOAN, 2 TO ] PERCENT SLOPES REG:S 56B - MEADOVMLLE LOAM, 2 TD ] PERCENT SLOPES HSC:A 56C - MEADOI LOAM, ➢ TO 15 PERCENT SLOPES HSG:A 66E - PARKER VERY STONY LOAM. 25 TO 45 PERCENT SLOPES. HSG:A 67 E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, HSG:A 76 - DAH RIVER LOAM, 0 TO 2 PERCENT SLOPES, OCASMALLY FLOWER, HSG:B JJ - DAN RIKR-CODORUS COMPILES. 0 TO 2 PERCENT SLOPES. OCCASIONALLY FLOODS BJ - COLVARD RNE SANDY LOAM. 0 TO 2 PERCENT SLOPES. OCCASIONALLY FLOODED. 1 B 6 • h Q / Z7 J �'--iMP36T 1N-1 CmaCHARLD srErA SOILS mp1 iwn a 1 C� (I J ! 1 'TMP30IDB h LNNCIA PE � 11� ARM LOG. � O / ai $OIL EROSION S SEDIMENT CONTROL SYMBOLS SYMBOL N0, TIRE KEY 1. —.—. w:xw¢ uI mpw:wY ss[pxc In pwLwxT MIDW FrttlIM F tll eM® WK:eent toth 1di -�./ - SLLllxa dl deWLM aew o]Iacnt to InAe xltl: 15, p5 mE 4V w TS PE w4 _ NMI w w d-r C1 Na CentyLm:m oM NW'FIw�IwwY. - = % mO D 100 200 OO S-me: 1-100' lggz 335 PERMANENT SEEDING SPECIFICATIONS EwnmD � V n W AISTING r A ] .5:1 1 � R < February 16 Nrcugn April 30: TABLE 3354 ORGANIC MDLCH MATIA11I8 AND APP nON RATES RATES: s S' NOTES: Per Ave Pn MI00 rq. ft SYmear H, lA-2. TO 9016a Frce Eom weelY sod verse (mel.2 [W. Must associated. mabn palw motor cower) or by bend Fibv Mulch Mitu . 351ha De mt me ra ma1N %r Ism ft.wintw saver or tied g NL drypericds.- Apply. Motry. Co. swk, 4.6tom Be-n5 do. Col ar Shredded 4L' Ravi Aludded. 1M I. ere muf arcac A,'ly with rwlch blower or by hand. Wand at, 4-6mm IRS-275Ill Feneofmmsemener. .All Ideal Treat with 12IN Werogempenoo. Donor use No fine bm areas Apply mu1. bleaer,'s, berdler, or by hard. Bart CltipS 50-71)m 1.2cv,yds. Free of =W. Air. ad Ads. dried. Do not mein fir Shredded mrf area Ayi with Bark rrwch blower chip hammer, or by bartl. ' When Near —16 is AN onh ruble latch during periods when strew Should be used, apply at a Manmm nH of M Im./ae or 45 lam./l" M. It. Kentucky 31 Fescue - 128 Ibs/acre: Red Tap Grass - 2 Ibs/acre: ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS II h x Annual Fire- 20 Es/came. Add 20 Gaul Indian grass when slopes ore greater than 3:1. "QUICK FIBER [LOTX S' mN. p BERX w May I Ihi Amgmsl 15: REFERENCE FOR ALL REGIONS" Rate mOpilTwPu L1� Iwi a F IL fi Kentucky 31 Fescue - 128 Ibel Red TOP Pass - 2 Ibs/acre: Plai lim, DD.I.Specie s lbs( Jacrc) SIDE ELEVATION '`I h q FoAnd MOlel - 20 Ibs/acre. Add 20 Ibs/acre Indian gross when slopes are greater than 3:1. Augur['6 lorougn October 31: Sal 1-Feb. 15 50/9 Mix of Annual RyeVms 50-100 EXISTING LRRMO V' ?l - Non say, 31 Fescue - 128 Ibe/oame: Red Tap Gras - 2 Ibs/ate Rye - 20 Ibs/came. Add 20 Ibs/ocre Indian grass on Napes (Lollom mWil-Rormm) gInsurer than 3:1. Carenl(Wintar) Rye November 1 through February 15: (Sal le to AdelKentucky 31 Fescue - 128 Ibs/acre: Red Top Gram - 2 Ibs/acre: WinterrRan- 20 Ibe/acre. Add 20 Ibs/acre Indian grass on All greatertM1 J:1]116-A r.A A....IB ss Yegm (L011mm multi-Bmmuff 60-100 4MIN.Mnal yo-non. 1Emn Exls*m6P PAVEKNis MULCHINGSPEOFICADONS: Straw Or hay at o role at 2 tans/aps. Must be anchor d. Spread withmulch blower or by hand. Mule,SoLIME TMryl-AmgJIGerman ANO FERTUGER SPECIPICA➢CNS: deteomined (Setarla insure) VOOT pl E Ion NINELime and MtiliZer heads should be by son te9rA Soil testa may be prerormad by the Cooperative Estenslon So lee Soil Testing EOUREE A44REGATE J_ a Source: Va. DSWC Laboratory at WI&SV, or by a reputable commenciol laboratory, urn I oftorn concerning the State Soil Testing Labwat.i is a ilable (rem ' dren EX¢No NLL mOTH Cm Eete.M., Agents. Under uri conditions where it a not ...II le OOFEINCESS AND EXPRESS PLAN VIEW to Mtaln a aril teat, the following sell amendments wa be applied: For Permanent Seeding: Seeded eas that be limed at o rote of 2 tons acreper andat rate of Ibe per ocre of 10-20-10 (10 p 1.I p py SEEDING IVIPGI\AI\ JLLD NV (TJ) The. puazed]re o (;)LE R4 io Scale Is In For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons er arm and fwHrrzed at a rate of 600 Ibe, per acre of 10-20-10 (10 ow. per 1,000 square feet) or equivesent. J' ulx. y; MIN. Lin. VUB �z1PERMANENT SEEDING (PS) FareR a6ix SECTION A —A A al at 'Gram C10 Nat To stole 4yy�� SonHa: YmOSWC % STONE CONSTRUCTION ENTRANCE (CE) C10 Red To Seek E7 TABLE 3J9-A 'yy ADHESIVES USED FOR DUST CONTROL 1 MULCHING MU>h>W �I C10 sew ram sw. water Application CJ q € € Dilution Type of Rate ''CC R A4hesive (Adhesive: Water) Nozzle GdlorlNOR 9~ ~ o V m Anionic Asphalt Emulsion T:1 Coarse Slurry 1,200 (WITHOUTN WIRE SUPPORT) y q CONS A SILT FENCE Latex EmWsloine n 1I A FSpmy 235 (WITHOUT R Resin in Water 4:1 Fine Spmy AD 1. SET THE STAKES. 2. EACAVATE A 4'Y 4" TRENCH Acrylic Emulsion Source https:/Mw .ermionpollntiomroM UPSLOPE ALONG THE LINE GP (Non -Traffic) 7:1 Course Spmy 450 44[TI `V STARES. 67— Acrylic Emulsion �. (Traffic) 35:1 Course Spmy 350 0 Y %s1l DUST CONTROL (DC) Pmx /� i coo Net To Scala a.. n-11,,lee, All v.nw1 �I I F � Q y Y 3. STAPLE FILTER MATERIAL 4. BACKOLL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. STRAW WATTLE $PECIFlCACTION SHEET ad "s LYCH STRAW WATTLE PRODUCT SPECIFlCATTON" PROPERTY English Smell Rob McMt Small Roll v o^+* wine... l., O rr e.a^ee..eee. /� �I/� Product ww.e s<ewnn. all. Z PLOP / Diat91v.a25 H. 23 cm X]fi0 cm - I/III (Divmemeter m x 7 SHEET FLOW INSTALLATION Length+/-10%) (PERSPECTIVE NEW) : s (>& ma^U O Prmdutt Weight 35 Lbs. 164g /� /' /\ (+/-10%) ✓ -.: Al i a aamml V P I \ Waffle Demity 3.2 LBWft^J 51.26 Kg/m3 zed. H 0 u=> J% Pi vet re Z \ LL HNTComposition 1006 cer rxd noxious weed -Dee straw (NNNA/� G ae.ua^.y Z 11 `1 xme-at.11 ^,. e. �.n mnewe.nenl.^e..w�..uw Master Net HDPE orientated key 9"Diametu^UV /T �n'Iws��mlmmN x�, �t�ee^1wi. d r inure xoi To Netfing shbilized. Tensile strength 30-34 100 men. Post d W POINTS A SHOULD BE HIGHER THAN POINT B. g tHos DRAT(FRONTV INSTALLATION Cmmpmitiom Number MN- result 20 or equivalent Specifications Sourer. bnps://erology.wa.gov/ yf (FRONT ELEVATION) available on request �j J Conftgunlimn (12). Straw Wattles per Pallet. Cylindrical with > Closed ends secured by metal ties Date 5 SILT FENCE SF STRAW WA LE NSTA AT ON DETAIL 11/22/2019 C1 p Not TO Sulk Source: hHpa://atrevviroomevteLrom q Not To Stole Swle N/A mret seam. %15TRAW WATTLE (WA) C10 DE 10 C10 Not TO Soak File No. 8.046 Section 5. Stormwater Management Plan This project will comply with the water quantity requirements of 9vac25-870-66d through the use of sheet flow for the entire site. The proposed contours do not concentrate but rather disperse runoff, post -developed runoff is therefore sheet flow. Section 6. Pollution Prevention Plan. (Reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section AA) A. Plan showing pollution activities and prevention practices HORSESHOEFARM "02020--02 POLL LWONPRE VEAWONPLAN NOTE: CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT IMPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. CONTRACTOR SHALL MARK LOCATION OF ANY COVERED DUMPSTERS AND BUILDING MATERIALS (INCLUDING PAINT AND SOLVENTS) IMTHIN THE LIMITS OF DISTURBANCE AS NEEDED. ALL POLLUTANTS SHALL BE PREVENTED FROM ENTERING WATERWAYS. EXCERCISE EXTRA CAUTION NEAR LIVE ID STREAMS & RIVERS , S POLLUIION PRIEVENIHON PLAN KEY SYMBOL ACMMTY PROTECTON RAN GAGE CONCRETE WASHOUT ANO N/A CEMENT WASTE Q STR MRE O ONSTRUCx BNCCO. N/A AnNGo , Ml IN LIEPNING DEWATERINC CPERAnONS N /A MATERIAL DELIVERY AND STORAGE MATERIAL USE ® DURINGBUIMI p p V Yi / PROIDENC ROCEBB ® SOLIDWASTE DI N/A Q��ff SANITARY WASTE �� q0) LANDSCAPING Y OINRAMONS © WASH WATERS VEHICLE ANO HAE IC_'Cl ENT WASHING O UPPP MAIL EOELINO AND B E STORAGE 4 II 11 11 11 �a P f%.........,j�._.._. 00 ESTIMATED FUEL TANK: 50 GAL=7 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 3'x3'=9 SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 8.1 CF. / 1.1 x i L CO RAIN DEPTSIZE: 3'Wx3'L 1. FINAL FUEL CONTAINMENT SIZE: 3'Wx3'Lx1.5'D CO v 0 IN L ...I 500 0 500 1000 1500 �; Scale: 1 "=500' B. Sources of Pollutants, locations, and prevention practices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and on- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites. Seed and mulch, or sod within 7 days of land clearin Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbentloil dry for all paving machines to limit leaks ands ills Direct concrete wash water into a leak - Concrete washout and Current location and detail shown on proof container or leak -proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction, stucco, Structures in a flat unpaved area. Prevent the painting, and cleaning discharge of soaps, solvents, detergents and wash water, paint, form release oils and curing compounds. Water shall be filtered, settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery and Material delivery and storage Designated area shown on plan storage. Placed near construction entrances, away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions. MSDS's attached. C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a Solid waste disposal Current designated container areas on waterway. Containers have lids covered plan before periods of rain, or are in a covered area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ON -SITE Convenient and well -maintained portable sanitary facilities will be provided, and Sanitary waste Current locations shown on plan 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 W Wash Waters Wash areas shown on plan control as specified on plan. Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan Provide double walled tanks, a lined Fueling Fueling station containment area, drip pans, and spill prevention and cleanup materials. Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Liquid Spills Current location shown on plan Spill Kit readily available Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples ofnon-stormwater discharges.) D. Allowable non-stormwater dischar es Discharge Pollutants or Pollutant Constituents Location on Site Firefighting activities Fire hydrant flushings Equipment wash waters Dust control waters Applied over entire site. Potable water sources Scattered along site. Building wash waters Perimeter of structures. Pavement wash waters Uncontaminated air conditioning condensate Uncontaminated ground water Footing drains Excavation dewatering Landscape irrigation E. Persons responsible for pollution prevention practices Jason Stouder RLD17428 3589-3 N Shiloh Dr #222 Fayetteville, AR 72703 417-850-1477 stouder@progressivetraildesign.wm F. Response and reporting practices Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. To the extent practical, do not store oils, chemicals, or other potential contaminants on site. When storage of potential contaminants is required, provide secondary containment, such as spill berms or spill containment pallets. These should be located within the drainage areas to a sediment trap or sediment basin. Direct concrete wash water into a settling basin, dispose of hardened concrete with other construction waste debris to an appropriate waste facility. Respond to all spills, leaks and discharges as follows. Spills of oil, petroleum products, sanitary wastes, and substances listed under 40 CFR parts 110, 117, and 302 should be cleaned up as soon as possible while protecting worker safety. Construct an earthen dike around any spills on dirt to prevent spreading. If a spill occurs during rainfall, cover it with a tarp or another impermeable cover to prevent contaminating runoff. Do not bury any spills or wash them with water. Maintain a spill kits in a readily accessible location. A spill kit shall consist of a lined drum with bags of universal sorbents in the bottom, accessible without tipping the drum, sorbent socks above the bags, and personal protective equipment on the top. All materials used to remove the contaminants, including any water used to rinse equipment, and all dirt removed must be treated as contaminated. Textiles, such as from coveralls, may be sent to a certified laundry facility. Waste must be disposed of according to the standards of The City of Charlottesville and the Commonwealth of Virginia. Store hazardous materials and wastes in covered containers. Report all spills, leaks and discharges as follows: All spills, leaks, and discharges shall be recorded in the inspection logs. If construction activity results in a discharge of contaminants that may be reasonably expected to enter surface waters, the operator shall notify the Department of Environmental Quality immediately or within 24 hours, and shall submit a written report within five days. For significant spills that cannot be controlled by personnel in the immediate vicinity, notify the local emergency response by dialing 911. The City of Charlottesville must also be notified, and potentially some of the following agencies: the Fire Department, the Public Works Department, the Coast Guard, the Highway Patrol, the County Police Department, Department of Toxic Substances, OSHA, etc. For spills of federal reportable quantities, in conformance with the requirements in 40 CFR parts 110, 119, and 302, the contractor should notify the National Response Center at (800) 424-8802. G. Pollution Prevention Awareness The engineer, project superintendent, and contractor shall have weekly meetings to review on -site conditions and advise contractor of potential risks that should be addressed. Contractor will be responsible for following procedures on a daily basis and applying appropriate waste management and prevention practices to be in compliance with the conditions of the general permit. Employees shall be informed of the danger to nature and to human health of various chemical spills. Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. Water discharges into South Fork Rivanna River — No applicable TMDL Section 8. Qualified personnel The following personnel are responsible for inspections; Justin Shimp, P.E. Shimp Engineering, P.C. 912 E. High St. Charlottesville, VA 22902 (434) 227-5140 Virginia Professional Engineer license 0402045183 Jason Stouder RLD17428 3589-3 N Shiloh Dr #222 Fayetteville, AR 72703 417-850-1477 stouder@progressivetraildesign.com Section 9. Signed Certification CERTIFICATION "I certify under penalty of law that I have read and understand this document and this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Operator Name: / Ames J.-VS Company: CV LLL Title: Signature: Date: Section 10. Delegation of authority. Delegation of Authority I, , hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative". Operator Name: Lmdl TOnes Company: 77Drsr r%oc ✓ l r Title: Signature: Date: �� Section 11. General permit copy. 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 HORSESHOE FARM SWPPP Inspection Log. Inspection: Last Rainfall: Date Time Date Rainfall Amount Summary: Locations of: • Prohibited discharges • Controls needing maintenance • Failed controls: • Evidence per Part 11 F 3 a (7): (see back of sheet for details) • Additional measures needed: Corrective actions required: Unimplemented corrective actions from previous inspection: Inspector Signature Date Operator Signature Date Part IIF3a(7) (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed; HORSESHOE FARM SWPPP Inspection Log. Inspection: Last Rainfall: Dale Time Date Rainfall Amount Summary: Locations of: • Prohibited discharges • Controls needing maintenance • Failed controls: • Evidence per Part II F 3 a (7): (see back of sheet for details) • Additional measures needed: Corrective actions required: Unimplemented corrective actions from previous inspection: Inspector Signature Date Operator Signature Date Part IIF3a(7) (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed;