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Home My WebLink AboutWPO202000002 Plan - Revision WPO VSMP 2021-02-10V5MP PLAN FOR LEGEND EXIST NEW DESCRIPTION 165TC x 125TC TOP OF CURB ELEVATION 16' x 12� SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 1658W x 12'BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER ROOF DRAIN SEWER LINE WATER LINE GAS LINE -OP- CFI OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC -FD- FC�- OVERHEAD TELEPHONE LINE -UT- UT UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE _---_ VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK 0 [0"1 DRAIN INLET (DI) 0 O1 0 SANITARY MANHOLE E C PLUG ®"" ®v WATER VALVE & BOX { FIRE HYDRANT ® ® WATER METER ♦� LIGHT POLE f f UTILITY POLE SANITARY EASEMENT - - GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT -'-'- WATER EASEMENT ACCESS EASEMENT - -- STORM DRAINAGE EASEMENT - - - - CONSERVATION EASEMENT TREE LINE - x FENCE STREAM 312 - 12 - INTERVAL CONTOUR 300 - 00 - INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CO-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 0 0 PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE ® /FN CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN HORSESHOE FARM WPO 2020-00002 TAX MAP 29 PARCEL G3A * TAX MAP 30 PARCELS 10 * I OC WHITE HALL, ALBEMARLE COUNTY , VIRGINIA WP02020-00002 VICINITY MAP SCALE: l•v=2,000• SITE HIDDEN F B L U FC 9 BRINNINGTON- 87 FAIRGROVE b9i HORSESHOE FARM. 1 �z 678 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX Cl - COVER 5t1EET C2 - ER0510N * SEDIMENT CONTROL NARRATIVE C3 - PLAN OVERVIEW C4 - ER0510N CONTROL PLAN C5 - ER0510N CONTROL PLAN CG - ER05ION CONTROL PLAN C7 - ER05ION CONTROL PLAN C8 - ER0510N CONTROL PLAN C9 - 501L MAP C 10 - ER0510N * SEDIMENT CONTROL NOTES AND DETAILS OWNER / DEVELOPER TMP 29-63A OWNER: HORSESHOE CV LLC OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218 PROPERTY ADDRESS: 3772 HORSESHOE BEND RD WHITE HALL, VA, 22901 DB 1645 PG 503 DB 334-576 PLAT TMP 30-10 & 30-10C OWNER: HORSESHOE CV LLC OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218 PROPERTY ADDRESS: 3772 HORSESHOE BEND RD WHITE HALL, VA, 22901 DB 4622 PG 634 DB 712-463 PLAT LATITUDE: 38.140220 LONGITUDE:-78.543941 ZONING: Ag. PARCEL LEVEL USE CODE: SINGLE FAMILY. SOURCE OF BOUNDARY & TOPO SOURCE OF BOUNDARY SURVEY: PARCEL BOUNDARIES PROVIDED BY GIS SOURCE OF TOPOGRAPHY: 4' CONTOURS PROVIDED BY GIS BENCHMARK(S): NAVD88 FLOOD ZONE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 51003CO120D), THIS PROPERT DOES LIE WITHIN THE ZONE AE 100-YEAR REGULATORY FLOODWAY PLAIN AND IN THE ZONE A WITHOUT BASE FLOOD ELEVATION. WATERSHED HUC 020802040203 SOUTH FORK RIVANNA RIVER LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE= 9.07 ACRES NOTES 1. TRAILS WILL BE BUILT WITH AN AVERAGE GRADE OF 5-7% 2. TRAILS WILL BE CUT WITH A 3'-5' BENCH CUT. 3. TRAIL WILL HAVE AN OUT -SLOPE OF 5-7% FOR PROPER SHEET FLOW. 4. TRAILS WILL HAVE GRATE REVERSALS/DIPS THAT WILL AID IN THE DRAINAGE OF THE TRAILS. 5. ROCK ARMORING WILL BUILT IN AT GRADE DAINS TO PROTECT TRAILS AND PREVENT EROSION IN KNOW WET AREAS. 6, A FOREST SERVICE STYLE BRIDGE WILL BE BUILT OVER THE ONE SIGNIFICANT DRAIN. GENERAL CONSTRUCTION NOTES FOR 7. STRAW WATTLES WILL BE USED TO PROTECT SWALES FROM SEDIMENT EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OR SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) STORMWATER MANAGEMENT CONSIDERATIONS: - THE PROJECT DOES NOT SIGNIFICANTLY ALTER THE PREDEVELOPMENT RUNOFF CHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION: - THE PROJECT IS MANAGED SO THAT LESS THAN OR ONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY BASIS: - THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED IS ADEQUATELY STABILIZED ON A DAILY BASIS: - THE ENVIRONMENT IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED WITH THE LAND -DISTURBING ACTIVITY: - THE OWNER AND/OR CONSTRUCTION ACTIVITY OPERATOR DESIGNS, INSTALLS, IMPLEMENTS, AND MAINTAINS POLLUTION PREVENTION MEASURES TO: - MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS: - MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON -SITE TO PRECIPITATION AND TO STORMWATER: - MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES: - PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE: - PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS: AND - PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT AND MAINTENANCE. Lic. PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION 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. RESPONSIBLE LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER UNTIL CONTRACTOR IS SELECTED IS TO BE DETERMINED. EXISTING SITE CONDITION: THE SITE IS CURRENTLY 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 , 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 PERCENT SLOPES, HSG:B 21B - 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 COMPILES, 0 TO 2 PORCENT SLOPES, OCCASIONALLY FLOODED, HSG:B 83 - COLVARD FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES, OCCASIONALLY FLOODED, HSG:A OFFSITE AREAS: NO OFFSITE AREAS. CRITICAL 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, MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION: THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: PHASE 1 1. INSTALL STRAW WATTLES AT STREAM LOCATIONS. 2. INSTALL ALL E&S CONTROL MEASURES. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 4, UPON APPROVAL OF ALL E&S CONTROL MEASURES, 6. MAINTAIN ALL E&S CONTROL MEASURES. PHASE 2 2. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA. EROSION & SEDIMENT CONTROLS 1. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. 2. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & 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: ALL DENUDED AREAS SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3,32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 4. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. STD. AND SPEC. 3.35. THE CHOICE OF MATERIALS FOR MULCHING WILL BE BASED ON THE TYPE OF SOIL TO BE PROTECTED, SITE CONDITIONS, AND SEASON. 5. STRAW WATTLE: THESE ARE COMPRESSED CYLINDERS, 100% AGRICULTURAL, STRAW WATTLES ARE WRAPPED IN TUBULAR, UV -STABILIZED BLACK SYNTHETIC NETTING. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 4VAC50-30. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10.INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA 10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 13. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 14. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 15. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 16. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 20. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 21. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). MINIMUM STANDARDS (MS): ALL APPLICABLE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND MINIMUM STANDARDS SHALL BE ADHERED TO DURING ALL PHASES OF CONSTRUCTION. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO BARE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 1 YEAR. 2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. PERMANENT VEGETATIVE COVER A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVE THAT, IN THE OPINION OF THE COUNTY INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE TO INHIBIT EROSION. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND BASINS: A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FOR THE LAND DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. 9. WATER SEEPS FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11.STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. 14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. STABILIZATION OF BED AND BANKS THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FOR DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED SURFACES. WHERE SEDIMENT IS TRANSPORTED ON TO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE 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 THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT. 19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE, DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION Lic. 2 It 0 Q 00 0 . 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TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE TS 331 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS ��.--��j/--•/ 3.35 MULCH MU �i WATER WATTLE UMITS OF DISTURBANCE ..�'`°�°♦�' — Straw Wattles Installed in all swales adjacent to disturbed areas. .�►°O♦♦♦��n°ice ♦.°�► �' — Stabilize all disturbed areas adjacent to trails with TS, PS and MLI as PROPERT applicable. - Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or directed by the County Erosion Sediment Control Inspector. 00yr as and LI I I E_J LOODPLAIN Scale: 1 "=100' BUILDING ; I I I I / / / \ \ / / I I I I I I( ( / / \ , J 412 —' — 1°♦��.��o�♦�OO♦♦86''�d�i♦VA01 .fib°♦AW006, q'►' ��♦��►�♦°��196` 0��°♦°♦♦d♦, d ° i♦1. � � °g°��►� ,°♦i♦�.o..��. hio�i♦♦°,� �♦°sue°io°a��so�,,i�i�♦♦� vvgggFA rg ME �i�♦0 PROPERTY LINES ACCESS�'/'1 EXISTING 1111111�♦♦�♦®♦�� ♦owe M111♦�♦♦c♦�♦�♦♦d�i�9Q�pOo♦6�',►n�A�mm►q°i°8�0�11 ��0 ®« Imo" I �� WW0 �t►� , �� ti°♦°♦°G°�?°♦i♦�°♦'0�� IA �i��' _ ��cfi_.'.►°�A�°3�t�'�♦w�l,►�`n►�1'��r� ��°�°1-��9,V �'f'� QILI1�y� ��° � � _ ��y♦�i��tyG1�'' �►i=�h��=��i��s=ep�°0;3►�0� .. �.. �6+�ss�`�., _ , III I III 'Mal AM gr Op 6�'�o��i�♦�� '!��♦� �� y°♦♦�92��j� off IIIIIII I ♦�� - �'♦'�s o�� '♦a?♦��o A RIVER ��►�7/' �, N ��♦�°7�'7,i III �� III i•r�►v a7w �i'11► � IIIII IIIII i ♦ ♦♦♦♦♦♦♦♦♦♦♦,�°Q�♦�.. - r ,��' �°�� - - �� ilia ��m ��u ------------------------ MOUNTAIN % //'=---------------------- BIKE TRAILS \ \\\ / T-------------- CRIICAL ' '/ / �------------ ---------- � 4 - - ' SLOPE � �'///' /--------------------- ---�\ �__\ \�� \—_�\ \�\ \�\ \\ \\\ SOUTH FORK RIVANNA RIVER r, ACCESS ' ROAD- / / EXISTING \ \ \ \ I I I I I I I l I EX.— // BUILDING T 1 1 / ✓ / / S / I I J ACCESS ROAD / % / // 100Y r J // /i // , / EXISTING y FLOODPLAIN r � / 1 00r FLOODPLAIN EX. BUILDING SEE SHEET C4 W:/10 � LMOT1 MEN ME r � CRITICAL ►, Nd To Sal. COMMON NOMINEES r�%wwwoqw_ ft LIMITS OF DISTURBANCE 8.0 ft WIDTH MOUNTAIN BIKE TRAILS r 100yr II FLOODPLAIN I I J' ACCESS .R AD EXISTINU� /'' ' 28 :u ACCESS ROAD EXISTING 00 MAX WIDTH OF DISTURBANCE. (WIDTH MAY VARY) TRAIL ME.�AROUGH V FOREST 3' Ti 5' W W APPLY SEEDING AND = MULCHING WITHIN H DISTURBED AREA, W ti W H BENCH CUT AS NEEDED. FILL. EXISTING I' SOIL, SILTFENCE ON LOW SIDE / SEE SHEET C6 Lic. �183 4 w� Zd SEE SHEET C5 A OWN 0� 0000®®O000�►'��v�� MAI` ►�9ioioi00000��,o�u.� o�000� rl,v00000;ao,A �♦ of o �'�a�u � ��,►; d®A1, o0000 ►o�.,o . _ _ ��i o� s , ,��,►� ��°�►�®r000 off® �oeO��o�®��0000�000� /i �►� 0000 oo� ' CRITICAL SLOPE \PROPERTY LINES \ PROPERTY LINES TREAM �N / SOUTH FOR ----MP 30-1'CB & 30-12A RIVA A IVER -- \ CITY OF CHARLOTTESVILLE � PROPERTY / / LINES PROPERTY LINES FLOODWAY OUTH OR __420-- __— `� A S K - --_ RIVANN I' LIMITS OF RIVER DISTURBANCE ---- --- I `\\ � 8.0 ft WIDTH v MOUNTAIN �, / / --2I ---_ \ 436---------- BIKE TRAILS -L v v v < < --- W-----�lb 'A CRITICAL P SLOPE SLOPE L I / � I �tl' I�I I I�ACCESS ROAD / ----- EXISTING z- � // // --- /—468---� :I � � -F W- , i/� I I l l/ l ,� ' ,_-- /� / / � / / �' i /� / / ' / / / I i � L PROPERTY / // / /%/' // i I // / i i I I I I I i i i EX. W / BUILDING v i �oo� ��0000��000��►��o� � �Fillo�o'��®o,► �000000��®� ►S�o��o�o �` q�� vv1► von o��.�o�� ovso' V.60 �►-� �►•o o+�a� b=-��oo®�►Door -��®►�o� m / / / TYPICAL PITo S AL LIMITS OF DISTURBANCE DETAIL. MAX WIDTH OF DISTURBANCE. (WIDTH MAY VARY) TRAIL MEANDERS THROUGH FOREST 3' TO 5' APPLY SEEDING AND MULCHING WITHIN DISTURBED AREA. FILL. EXISTING SOIL, SILT FENCE ON LOW SIDE BENCH CUT AS NEEDED. LINES - Q / CRITICAL SLOPE I / I I STREAM NOTE: — Straw Wattles installed in all swales adjacent to disturbed areas. — Stabilize all disturbed areas adjacent to trails with TS, PS and MU as _ _ _ � applicable. 412 \ \\ I SOUTH FORK — Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or 508 / // /' / / J ,/ / / — \ \ — — — \ _ \ R I VAN N A as directed by the County Erosion and Sediment Control Inspector. / // 100 0 100 200 300 RIVER �1 \-416—� �i/�// �A. A Scale: 1°=100' s�' r�r tuty� a Lic. 45183 �Z i61s I �c�wq 1 SEE SHEET C8 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE TS 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING FS �AAllh 3.35 MULCH MU 4"I'lliftwimmmonvolop WATER WATTLE LIMITS OF DISTURBANCE NOTE: — Straw Wattles installed in all swales adjacent to disturbed areas. l I . 496 LIMITS OF DISTURBANCE 0 ft WIDTH 8. ACCESS ROAD - EXISTING MOUNTAIN'® 7 — Stabilize all disturbed areas adjacent to trails with TS, PS and MU as _ _ — —� \ \ \ - - _ - -BIKE TRAILS - applicable. — Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or as directed by the County Erosion and Sediment Control Inspector. \ \ �� — J .. I� — \ / /1--- CRITICAL ---- .. \ STREAM I ,' �\\�\�` _� A_ — ,' > SLOPE ACCESS ROAD �I EXISTING yr FLOODPLAIN � �/ J � A �� AL \\ A \ 500 /@ I ACCESS ROAD i ' ��• \ A EXISTING \��` LIMITS OF STREAM / �V �� -- DISTURBANCE - �� ACCESS ROAD \ �,� 8.0 ft WIDTH EXISTING �, w �� - MOUNTAIN i CRITICAL i --.BIKE / TRAILS ' � SLOPE ' Z_LIMITS OF,'-----_ /' �DISTURBANCE - _________ / o 100yr \ — — ( ' - �� 8.0 ft WIDTH ��.� �� _ -- /j ��PROPERTY / FLOODPLAIN - — — LIMITS OF i ( �� ---- �,y �� LINES ' MOUNTAIN DISTURBANCE i i II�A BIKE TRAILS �v — —--- v l l 1 �MP3 - 8.0 ft WIDTH (i CA ON MOUNTAIN BIKE TRAILS ' --_ ACCESS ROAD < -_ STREAM EXISTING I I, ACCESS ROAD EXISTING _— -----�� ' i� " ��0 rTi -- I LIMITS OF I — CRITICA I � I II --- -- --- SLOPE �� I I � �� I � I DISTURBANCE ��, �, �5,z 8.0 ft WIDTH j -- ------ 11 CRITICAL TMP 30-1 0 MOUNTAIN J \_ _-y — --- —� /BIKE TRAILS HORSESHOE _ �FARMINC. ACCESS ROAD I EXISTING 11 LIMITS OF % 'ACCESS ROAD it ,, ----- II DISTURBANCE EXISTING — � — -- 8.0 ft WIDTH ,— / / TYPICAL LIMITS OF DISTURBANCE DETAIL. 11 MOUNTAIN NoIToSoe f BIKE TRAILS \ 52a-- — , 0 _ BUILDING MAXF DISTURBANCE. _ (WIDTH MAY VARY) TRAIL MEANDERS AX WIDTH THROUGH FOREST 3' T O 5' LIMITS OF ) \ ` / /' _ \\\ ` / -----� ' / APPLY SEEDING I — V / _ V A /' � 7 � --- _ ' / � / � � l r I � I— P G AND DISTURBANCE , MULCHING WITHIN PROPERTY ` PROPERTY DISTURBED AREA / - - _= �� - -- LINES � '---/ - 8.0 ft WIDTH v �� -� `v`'y vv � �� ' .� - -- ��'/�� '�i LINES - - .�� MOUNTAIN U N TA N 7 BEND" . AS �- — ' 1 OOyr L �� /_ _ _ L — — — _ 7 / ' ti NEEDED. � — e�e�eoeva eoeoa 100 0 0o zoo BIKE TRAILS // FLOODPLAIN �'CI� i — , ; _ — °°° L. EXISTING 300 �- - - / / / i - ' - 1 SOIL. 1 v l / i v SILT FENCE / l I / oN Low SIDE Scale: 1 °=100' / I _ V�VI�I SEE SHEET C6 ACCESS ROAD I \ EXISTING \\ �7� —\ LIMITS OF DISTURBANCE 8.0 ft WIDTH MOUNTAIN �I BIKE TRAILS W W x NN W W H 9`c r�i SHIMP a 45183 Lic. . ,�`rSlne,ei ��G W W N W W H TYPICAL LIMITS OF DISTURBANCE DETAIL. I I ( I I -------- EX. — — - �` Not To Scale --- ,' , TMP 30- h vv vv vv vv BUILDING PROPERTY �� `� ` �� ` STREAM `Vv \ v� �v �� .0, WALKER 8 �� , `� 1 \ \ V V A A MAX WIDTH OF DISTURBANCE. �I N E S 1 V 1 1 1 1 , , , , , A \ \ \ A V A (WIDTH MAY VARY) TRAIL MEATDERS NDERS 1 \ 1 1 1 � , , , ` \ � FOREST PROPERTY � �� vv v / ,�—w � � � � —�— — � � � v v � . � 1 11 li 1 ,�� To 5� LINES v v �v v vv // �— �� -(_� / 1 ` ` I 1 v APPLY SEEDING AND MULCHING WITHIN DISTURBED AREA. ti. ACCESS ROAD r— / � I I I I 1 1 1 1 � 11 � �� > o � N�Uc�cur As vv v v LIMITS OF )) I/ // i ! ; — EXISTING 1 �� `� 1 PROPERTY weefll. v `v v / v v �� v LINES oeegee;o 0o EXISTING � DISTURBANCE // _ - , �� v v v v � � �� SDIE 1 ' SILT FENCE � � /, 1 \ ON LOW SIDE v 8.0ftWIDTH11 - _ 1� MOUNTAIN BIKE TRAILS TMP 30 9C l , 464 i IANDERSON it I If / I I I I I ".I / .I� � � I � 1 I � '� \ �\ � / ( I I I 1 \ �1 I I � I LIMITS OF � � � / Z7, DISTURBANCE v\ v ( / LIMITS OF -544 ; 8.0 ft WIDTH � v v I I I 1 � I � DISTURBANCE I i I � I I ��, —�' MOUNTAIN v y �� v �� s1& I I I�i 8.0 ft WIDTH BIKE TRAILS i \v v Av �v �'�' \ (� ��/ MOUNTAIN � \ \ ,� ,� I � I I I I I I I � � �', v , . BIKE TRAILS '�� / l l I � � V A\\ � �\V A� ��----__—i i i jam, � � , // \ �n I � ✓ i^� I � I /�� \\ � `��\ \\ �Y \ A AV A - — — — — — ---�'' ' � / i �' � / i / 1 1 V A � 7��/ ACCESS ROAD 010 EXISTING LIMITS OF v 496 i i ' \ V A ` �' �� \\ vvvv v LIMITS OF DISTURBANCE� � l qE_ DISTURBANCE 8.0 ft WIDTH I / > > \ \ \ � -ACCESS ROAD 8.0 ft WIDTH vv - MOUNTAIN �I/;/ /' I �/l \ �' ,' _ _ / -- EXISTING - MOUNTAIN �`� BIKE TRAILS �� r BIKE TRAILS / " �//l'�; � I ) /� l � l /� l�,�A� VA // CRITICAL i 0 —�-- , / / _ - SLOPE -, � � �<v , - ,' / \ i i I� ACCESS ROAD EXISTING PROPERTY / 100yr �� // // /�, / i ' : / LINES / / I / / FLOODPLAIN / /� / i i / I: �' /I �� ' �' �l � If l / / / EQUIPMENT � _ \ � \ � \ � \ \ �\ `� �, � � - ' / / / � �� / l i / l i ACCESS 3 \ i W W ��I �v v v v v v �� ' �� ' i �i i l If �v� v v v vv � y �� ` Soo, � - --' , _ _ — � , / / � , l l / � i � /�� l �� I v v v ACCESS ROAD _ / o /, A\ / / A EXISTING - LIMITS OF //� r DISTURBANCE .� l i i v i ACCESS DIRT ACCESS ROAD `� v v v�. �' vv`v `v v — 8.0 ft WIDTH y' i l / EXISTING Wi vv —MOUNTAIN �' �. ROAD. Q r vvv �� v vv v - --- �� CRITICAL BIKE TRAILS / i SLOPE / LIMITS OF ` �� _- -------- - \ DISTURBANCE 0 _ - \ 8.0 ft WIDTH�� - J ,PROPERTY LIMITS OF �� \ MOUNTAIN _ � � � ��,-----------�- � � � � LINES � � DISTURBANCE \\ �� / �... __- == �fMP3 8.0 ft WIDTH \\ BIKEI TRAILS / �/ --- I �� i CA ON - MOUNTAIN A\ i �� i �/' , �, ,; vv vv v � _... '- _.__... ... _... _... , / ' , ` BIKE TRAILS \ i I / ACCESS ROAD - �' I \ — — — — \ BUILDING STREAM - - — - _ EXISTING v `, A\ ACCESS ROAD _ v --\ EXISTING — — 460 ,J SEE SHEET C7 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE TS 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS `T 3.35 MULCH WATER WATTLE LIMITS OF DISTURBANCE NOTE: - Straw Wattles installed in all swales adjacent to disturbed areas. - Stabilize all disturbed areas adjacent to trails with TS, PS and MU as applicable. - Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or as directed by the County Erosion and Sediment Control Inspector. • • 100 200 304 ;I •• Lic. 4 183 v IL/2 lo( 4� �SSlrwsl ti� 1992 3.35 Source: Va. DSWC TABLE 3.35-A TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES. NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1§ - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.` Apply as slurry. CornStalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 ca. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. 1 MULCHING MU Not To Scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6'MA7 FLOW � 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE 017 STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL.1110 I SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 5 SILT FENCE SF C� 0 Not To Scale PERMANENT SEEDING SPECIFICATIONS February 16 through April 30 Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Annual Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes are greater than 3:1. May 1 through August 15: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Foxtail Millet — 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes are greater than 3:1. August 16 through October 31: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Annual Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes greater than 3:1. November 1 through February 15: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Winter Rye — 20 lbs/acre. Add 20 Ibs/acre Indian grass on slopes greater than 3:1. �lO[y.I1►[el.9�xillaN7_\tNP►� Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from CITY Extension Agents. Under unusual conditions where it is not possible to obtain a sail test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. 2 PERMANENT SEEDING (PS C1 Q Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 s DUST CONTROL DC C1 Q Not To Scale STRAW WATTLE SPECIFICACTION SHEET "9 INCH STRAW WATTLE PRODUCT SPECIFICATION" PROPERTY English Small RoflSmall Roll Metric Small Roll Product Dimensions 9 in. x 25 ft. 23 cm X 760 cm ( Diameter x Length +/-10%) Product Weight 35 Lbs. 16 kg Wattle Density 3.2 Lbs/ft^3 51.26 Kg /m3 Fiber Composition 100% certified noxious weed -free strove Master Net HOPE orientated Net, 9" Diameter, UV Netting stabilized. Tensile strength 30-34 Kg/100 mm. Part Composition. Number MN- H8WA20 or equivalent. Specification available on request. Configuration (12). Straw Wattles per Pallet. Cylindrical with Closed ends secured by metal ties. Source: hops://acfenvironmentaLcom 7 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate lbs./acre 50/50 Mix of Sept. 1 -Feb. 15 Annual Ryegrass 50- 100 (Loliom multi-florum) leC Cereal (Winter) Rye (Secale cereale) Feb. 16 -Apr. 30 Annual Ryegrass 60 - 100 (Loliom multi-florum) May 1-Aug 31 German Millet 50 (Setaria italics) Source: Va. DSWC 3 TEMPORARY SEEDING C1 0 Not To Scale Source: https://www.erosionpollution.com/ S pae on SC :lops Runoffmust not tre allowed to wn undn or around roll. NOT TO SCALE Source: hops://ecology.wa.gov/ STRAW WATTLE INSTALATION DETAIL_. Not To Scale EXISTING GROUND 70' MIN, FILTER CLOTH � 6" MIN. I A I SIDE ELEVATION EXISTING PAVEMENT 5:1 Y MOUNTABLE BERM (OPTIONAL) 70' MIN. 10' MIN. ------------ V➢DT #1 POSITIVE DRAINAGE 1� N. COURSE AGGREGATE TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH INGRESS AND EGRESS OPERATIONPLAN VIEW L`"t� U-,, SECTION A -A 4 STONE CONSTRUCTION ENTRANCE (OF C1 0 Not To Scale o��ALTH Ok � I. v 7USTIN M. SHIMP a Lic. No. 45183 SIONAL E�CS� w EE � q o0 C U U U > w U O O O U U N O d CD N w 1 N r o- Z V L� O L Z O U 0 W LL J Z (L C Cr1 ZL W L N J > Q Date 11 /22/2019 Scale N/A STRAW WATTLE WA C10 Not To Scale Sheet No. C10 OF 10 File No. 18.046