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HomeMy WebLinkAboutWPO202200035 Plan - VSMP 2022-08-03VSMP PLAN LEGEND EXISTING 0I��i�l 10 10 1.00' --31�-- 10 ---- 312---- 12 311.5 x 5781X 311.5 TC x 5781X TC 311.5 TW x TW 5781X 311.5 B W x 5781X w A -I\ /FN 0 0 ® 0 RD 0- RD - q Oq DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES PARKING COUNT DIMENSION GROUND GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY MANHOLE SANITARY & SEWER STORM SEWER ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT SANITARY SEWER SANITARY EASEMENT WATER WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS d, GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Owner name: Foxfield Racing Association INC Property Address: 2215 Foxfield Track - Charlottesville, VA 22901 Mailing address: PO BOX 4606 Charlottesville VA, 22905 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING Rural Area MAGISTERIAL DISTRICT Samuel Miller SOURCE OF TITLE D.B. 936 - 241 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Gloeckner Engineering/surveying INC. July 6, 2022 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0260D) this property is located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within Ivy Creek -Little Ivy Creek. HUC12: 020802040202 This site is within a watershed of a public water supply. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. q P 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2: 1 (horizon tle: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at P 9 9 or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. EXISTING USE Ex. Horse raising Track Area: 145.42 Acres PROPOSED USE Fill area within Ex. Race Track Limits of Disturbance: 5.75 Acres will be disturbed for this project. GENERAL CONSTRUCTION NOTES FOR 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 7:00am to 9:00pm. 15. Borrow, fill or waste activityshall be conducted in a safe manner that maintains lateral support, PP or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o 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 Ibs/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) FOXFIELD FILL WPO 2022- TAX MAP 43, PARCEL 21 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=2000' W��Hna� na FOUR WINDS FARM 601 WINGATE.TARM Foxfield Inn© ©Hunt CouILy Garner rian UfCh© i Garth Road Owensville Route 601 SITE 775 Foxf es9 GARTH GATE GARTHFIELD G 6iH 91G PHEASANT LANE 60� LAUREL RIDGE r ' RD ' RUSTLING OAKS SOUTH IVY BECKONING .' RIDGE INGLESIDE IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER SHIMP C2 EX. CONDITIONS ENGINEERING C3 E&SC NARRATIVE LAND PLANNING - PROJECT MANAGEMENT C4 E&SC PLAN PHASE 1 912 E. HIGH ST. 434.227.5140 C5 E&SC PLAN PHASE 2 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C6 SITE DETAILS C7 VRRM MAP '2 O� VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. COVER SHEET C1 of C7 22.039 C1 If It 1 \ If EX. P i i EX. / „—� Ft'�, L ! /-''�• 1'� -'ems _ _ — _ r ---------- ---- - 1 _ \ itIs 'll f I I I 1 r I J / /-- ----tf}� ''z-1 _ _ - %" / r ; , /' \ mil\-•\ \' II _ --- FENCE i i_. i i, 1 r i !x;—O�VMER: FE�XFJ�6RRkCINc ;,,ti�;'`._ j j A5�6���'�'p"'-i+E>nL �`�Q�\`` / i %/// - l \ \\ ``, I F �`' \'` \'\i �•. t X \�\ �- N�;FF �- .14 \\ It1 EN �E--�� � \�'�, it ;1 \i \` \ \\%` — /J \J i r--- FENCE i i ♦ \ /y—e: � —It 4K— % i/Is _ --------------- _r — ------------------- --__- i -------'r/��---/ /-'' - ----1 „ _ __ ___ / ____ ____ AN I \\ \ ,i ., . I a \\ \\ a t \\ \I \\ " �•.� Irk _ . F 1 = 11 1 1 i\` J 1 \\\I POND POOL ELEV=550.50 nl \ I 1 / 1 1 \v.., i it Cs. u \ SEE SHFI 0 1 LEGEND: SOIL TYPE BOUNDARY SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM V vv 10. o.45 _ J.EX. T`REIZS G 300 VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. 22.039 EXISTING CONDITIONS SHEET C2 of C7 C211 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY AND THE PURPOSE OF THIS PROJECT IS TO CREATE A FILL AREA WITHIN EX. RACE TRACK THE TOTAL AREA OF DISTURBANCE IS 5.75 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. EXISTING CONDITIONS THE SITE IS CONCURRENTLY AN EXISTING RACE TRACK. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH BY GARTH ROAD AND RESIDENTIAL PROPERTIES; TO THE EAST BY OTHER PROPERTY WITH VACANT WOODS (TREES) LOT; TO THE SOUTH BY GARTH GATE LN, RESIDENTIAL HOMES AND VACANT WOODS AND BY THE WEST IS BORDERED BY VACANT LAND AND RESIDENTIAL HOUSES. OFFSITE AREAS SOIL WILL NEED TO BE IMPORTED TO THE SITE FROM PERMITS SITES. SOILS THE SITE CONTAINS THE FOLLOWING SOIL TYPES: 4D - ASHE LOAM, 15% TO 25% SLOPES, HSG B 14B - CHESTER LOAM, 2% TO 7% SLOPES, HSG B 14C - CHESTER LOAM, 7% TO 15% SLOPES, HSG B 14D - CHESTER CLAY LOAM - 15% TO 25% SLOPES, HSG B 16 - CONDORUS SILT LOAM - 0% TO 20% SLOPES, HSG B/D 19B - MINNIEVILLE LOAM - 2% TO 7% SLOPES, HSG B 19C - MINNIEVILLE LOAM - 7% TO 15% SLOPES, HSG B 19D - MINNIEVILLE LOAM - 15% TO 25% SLOPES, HSG B 20C3 - MINNIEVILLE CLAY LOAM - 7% TO 15% SLOPES, HSG B 36B - HAYESVILLE LOAM - 2% TO 7% SLOPES, HSG B 36C - HAYESVILLE LOAM - 7% TO 15% SLOPES, HSG B 37C3 - HAYESVILLE CLAY LOAM - 7% TO 15% SLOPES, HSG B 56B - MEADOWVILLE LOAM - 7% TO 15% SLOPES, HSG A 88 - UDORTHENTS LOAMY - 2% TO 25% SLOPES, W - WATER CRITICAL AREAS NO CRITICAL AREAS EROSION & SEDIMENT CONTROLS TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02 AN ASPHALT PAD WILL BE CONSTRUCTED AT THE ENTRANCE THE SITE TO PROVIDE A MEANS OF REMOVING SEDIMENT FROM THE TIRES OF CONSTRUCTION VEHICLES LEAVING THE WORK SITE. THE CONTRACTOR SHALL REMOVE ANY MUD FROM THE EXISTING ROAD SURFACE BY MEANS OF SWEEPING AND SHOVELING. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. TEMPORARY DIVERSION DIKE (DID) -3.09 A TEMPORARY DIVERSION DIKE SHALL BE USED TO BOTH DIVERT STORM RUNOFF UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED AREAS TO A STABILIZED OUTLET AND TO DIVERT SEDIMENT - LADEN RUNOFF FROM A DISTURBAED AREA TO A SEDIMENT- TRAPPING FACILITY. LOCATION AND DETAILS AREA SHOWN ON THE PLANS. TEMPORARY SEDIMENT TRAP (ST) -3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 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 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES 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. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 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. THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE OFF GARTH ROAD. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE. 3. INSTALL SEDIMENT TRAP AND PERIMETER CONTROLS PHASE 2 1. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 3 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING 2. MAINTAIN PERIMETER CONTROLS UNTIL THE SEDIMENT TRAP IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 3. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING AS SHOW ON SHEET C6. PHASE 4 1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 2. ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. 3. CLEAN OUT ALL SEDIMENT BUILD UP 4. CONTACT COUNTY INSPECTOR FOR FINAL INSPECTION WHEN SITE IS FULLY STABILIZED. STORMWATER MANAGEMENT: SWIM QUANTITY: COMPLIANCE WITH WATER QUANTITY RUNOFF REQUIREMENTS IS ACHIEVED BY MAINTAINING SHEET FLOW IN THE POST DEVELOPMENT CONDITION. TWO EXISTING SWALES IN A MANAGED TURF AREA SHALL BE FILLED IN. FILLING THE SWALES WILL INCREASE TIME OF CONCENTRATION LENGTHS, INCREASE OPPORTUNITIES FOR INFILTRATION AND DECREASE OVERALL RUNOFF FROM THE SITE AS THE LAND COVER CONDITION IS NOT CHANGING BUT SLOPES ARE REDUCED AND OPPORTUNITIES FOR CONCENTRATED RUNOFF ARE ELIMINATED BY FILLING IN THE SWALES. SWM QUALITY: 9VAC25-870-65 REQUIRES THAT THE TOTAL PHOSPHOROUS (TP) NUTRIENT REDUCTION REQUIRED BY THE SITE DEVELOPMENT BE TREATED IN ACCORDANCE WITH THE VRRM NEW DEVELOPMENT SPREADSHEET REDUCTION REQUIREMENTS. PER THE VRRM NEW DEVELOPMENT SPREADSHEET, THE TOTAL TP REDUCTION REQUIRED FOR THE SITE IS 0.25 LBS./YR., TO SATISFY THIS REQUIREMENT, 0.25 NUTRIENT CREDITS WILL BE PURCHASED FROM AN APPROVED NUTRIENT BANK. CONSTRUCTION MAINTENANCE Ila�r�11[�P�'lh[eIK�P�y1:ilINIGP�T,k11�11�1/:1�[y�9:L•�NI[Ni.Y.9./:1I■ 1�r�11[�P�'1�:1:\■I.I�.yll� 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. 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 PERMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 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 30 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. & 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: o.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. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM COS p" IM 0u_ V VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. E&SC PLAN PHASE 2 SHEET C5 of C7 22.039 cSJI • AVAIf ;r•, RRit ;Y•S ;T ;r.^�,r ;r ;r.� .; 4 :a'�d`: `�i':. L�11=�IL,JL•JL�•<�1��'�?al�T�?�1�a'ot�t.•�Yot�th'et�l;•�t�1�7�2�2•�Y�1�2"Ls.. .Ilgll II. II=11- ---- GROUND 12' MIN. e 70' MIN. Z- VDOT #1 I POSITIVE DRAINAGE COURSE AGGREGATE E TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION SECTION A -A REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 STONE CONSTRUCTION ENTRANCE (CE) C6 Sediment Trap Design Data DA Wet Vol. D1 Wet Vol. Dry Vol. D2 Dry Vol. No. A B C H (ft.) Z (ft.) W(ft) (Acs.) (Req.) (ft.) Cy (Req.) (ft.) Cy (Prov.) (Prov.) 1 568.0 570.0 572.0 4.0 4.0 5.0 2.55 170.9 2.0 187.3 170.9 2.0 235.7 2 564.0 566.0 568.0 4.0 4.0 5.0 2.64 176.9 2.0 190.5 176.9 2.0 242.0 ORIGINAL w=z+l 1 Z GROUND ELEV.,�.� ►m`� aal "fir �'�±• _��/� • .";yea'!',±'�Ra._:v> yr FILTER CLOTH ORIGINAL (EXCAVATED) GROUND EL=C ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATECLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 5.0' • DA (IN ACRES) DIVERSION DIKE COARSE AGGREGATE EXCAVATED ( FILTER CLOTH AREA /� COARSE AGGREGATE SHALL BE VVDDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) 7 )TEMPORARY SEDIMENT TRAP (ST C6 Not To Scale CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. i FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 2 SILT FENCE SF C6 Not To Scale r • ,r •5111 Will I • ........... .............. 18 mm. 4.5' min. ®N DIKE Compacted Soil 5 DIVERSION DIKE DD C6 Not To Scale Flow $\\ \\ 4R B9 � / k X \ _ Weir Lent \ \ •roux / ft \ L\ \ / \ k \k \ fl 8�SEDIMENT TRAP DETAIL C6 Scale 1" = 30' 1992 3.35 Source: Va. DSWC TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MUi-CHE$" NOTES: per Acre Per 1000 sq. ft. Straw or Hay 1§ - 2 tons 70 - 90 lbs. 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 15001bs. winter cover or during hot, d 3 MULCHING MU C6 Not To Scale \ \\ \ \ 75� 74 T- +y�'`\` 1\ �K ,� \ \ �F ItOro x w - `^Y�T less, 5e Weir Lengt / 16f� �j / \ x / \ / _x -X �_x\\- / \ \ / 9�SEDIMENT TRAP DETAIL _(LT-2) C] Scale 1" = 30' 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. May 1 through August 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Foxtoil Millet - 20 lbs/acre. August 16 through October 31: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. November 1 through February 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs/acre. MULCHING SPECIFICATIONS: 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 Sail 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 soil 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 Ibs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 lbs/acre each, along with EC-2 Matting: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flovus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). 4 )PERMANENT SEEDING PS C6 Not To Scale EC-3 OR SILT FENCE MATTING KEY IN 6" 10% SETTLEMENT 0.3' FREE BOARD Flow 9" DEPTH W. 3:1 TYPICAL CLEANWATER DIVERSION 6 CLEAN C6 Not To Scale TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES e N a w SEEDING RATE NORTH' SOUTHb PLANT 3n Sn a/15 vls Sn 9/1 SPECIES CHARACTER7S77CS Acre 100E list b b ro W to 4/R) 8/IS 11/1 4/30 9It IIIIS OATS 3 N. (up to I W lbs.. 216s. X - - Use spring vasrcsies (e.g.. Noble). (Avma vtiva) vot Im Wan SO lbs.) RYE° 2 W. (up m I10Ib., 2.5 IN. X - % X - X U. for kk fall seedines, winkr (eII61a gyp) ed less Wan 50 IN.) cover. Tale cold avd low mime. GERMAN MILLET SO lbe. appmx. 116. - X - - % - W"m-weon nmuel. Dies Y fisn fs=a iWicet boat. Mry be Wdd w nimmar ®xn. ANNUAL RYEGRA$$° 601be. IN IN. % - X X - % May mad Will In( lium mulE-Rorvmt � e4�e WEEPING IS IN. 5'h X � LOVEGRASS b h. Tole hot. dry slopes ( curvuk) wd xid, inknik soils Mry ba added to mixn. KOREAN 251ha. epprox. 1'A X X Warm uasan amuJ legume. LFSPEDEZA` IN. Tolmles acid mik. Mry b nzavNam viwken) added so mixn. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. ` May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May �{ be planted between these dates. 1 0 ) TEMPORARY SEEDING (TS C6 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR FOXFIELD FILL SITE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.08.2 REVISION: FILE NO. VRRM MAP SHEET C7of C7 22.039 C7JI