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Home My WebLink AboutWPO202100036 Plan - VSMP 2021-08-09VSMP PLAN LEGEND EXISTING 0 ---310--- --- 310 ----- 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x X - e I RD O NEW 10 1.00' 0 X O� 0 57 XTC 57XTW 57XB" 7 X 0f I S - S W W GAS DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER (TMP 7-46) Wright, William P. A. & Ashleigh E. Owens 720 Garth Field Ln Charlottesville VA, 22901 OPERATOR ZONING RA DISTRICT White Hall LEGAL REFERENCE Tax Map 7 Parcel 46 DB 5389 PG 687 SITE COORDINATES 38.228197,-78.588671 STORMWATER FACILITY COORDINATES 38.228018,-78.588040 STORMWATER FACILITY MAINTENANCE REQUIREMENTS MAINTENANCE SHALL BE PERFORMED FOR THE POND AS INDICATED BELOW: 1. SEASONAL INSPECTION OF ALL INLETS FOR BLOCKAGES. 2. SEASONAL INSPECTION OF PRIMARY SPILLWAY FOR BLOCKAGES. 3. ANNUAL INSPECTION OF SIDE SLOPES AND POND BOTTOM FOR EROSION. IF EROSION IS IDENTIFIED, STABILIZE THE AREA IMMEDIATELY. 4. ANNUAL INSPECTION OF OUTLET PROTECTION RIPRAP FOR EROSION. IF EROSION IS IDENTIFIED, STABILIZE THE AREA IMMEDIATELY. 5. SEASONALLY MOW THE BANK OF THE POND TO PREVENT WOODY VEGETATION GROWTH. EXISTING USE Residential Land PROPOSED USE New Single Family Residence LAND USE SCHEDULE EXISTING SF AC % Impervious Area 0.0 0.00 0.0% Wood/Managed Turf 1,528,956 35.10 100.00% Total 1,528,956 35.10 100.0% PROPOSED SF AC Building 0 0.00 0.0% Pavement 17,919 0.41 1.2% Impervious Area 0 "1,,511,,90537 0.00 0.0% Wood/Managed Turf 34.69 98.8% Total 35.10 8 6 100.0% Limits of Disturbance = 2.32 Acres SOURCE OF BOUNDARY AND TOPOGRAPHY BOUNDARY & TOPOGRAPHIC INFORMATION PROVIDED BY: Roger w. Ray & Assoc. INC 663 Berkmar Ct Charlottesville, VA 22901 434-293-3195 FIELD & AERIAL SURVEY PERFORMED: MAY 20, 2020 Benchmark & Datum: NAD83 VIRGINIA STATE PLANE SOUTH NAVD 88 6889 FREE UNION RD W P02021-00036 TAX MAP 7, PARCEL 46 ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=500' SITE 4 Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE, UTILITY & GRADING PLAN C4 SWM PLAN CS EROSION & SEDIMENT CONTROL NARRATIVE C8 EROSION & SEDIMENT CONTROL PLAN PH 1 C7 EROSION & SEDIMENT CONTROL PLAN PH 2 C8 EROSION & SEDIMENT CONTROL DETAILS C9 SITE DETAILS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JUST V M. M 83 2 t cy4 E VSMP PLAN FOR 6889 Free Union Rd ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.06.30 REVISION: 2021.08.05 FILE NO. 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HIGH ST. 434.227.5140 - -- --------- - ---------- — --------- to----- CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM --------- III------------------------ 00, ------ I---- ------------ --- --- tI----------- --------- ---------------- ------- ----- - - ---------- I--------- ---- — — — — — — — — — — -------- ---------- ------------------- I------------- ----------- --------- -------------------------- ---------- ---- I------- --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- III- - - - - - - - - - -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - 40 -------------- I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - it------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - it- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STI M p ;> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . 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I l / I / A . A `� _ I / / / I r , / . _ — / / � -- - ` � \ --.\ `• -' i i i .ADO / i �r� /'- --- __ _ _ ''_ _ ` \ _ _ - \ I II I li i I i i i l i---------- / - —'" � \ ' \ _ --- -- - ----' ' al 0C4 ` � -- \ I I I I I I I I I l l I I I/ - PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A DRIVEWAY FOR A SINGLE FAMILY HOME. THE TOTAL AREA OF DISTURBANCE IS 2.32 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND 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.. 5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS A PARTIALLY CLEARED, WOODED VACANT LOT DEFINED BY REGULARLY SLOPING TOPOGRAPHY. ADJACENT PROPERTIES ADJACENT PROPERTIES ARE SIMILAR CHARACTER TO THIS SITE. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE SOIL ACTIVITY ANTICIPATED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: 1 - CHESTER LOAM, USG: B 2 - CHESTER VERY STONY LOAM, USG: B 3 - HAYESVILLE LOAM, USG: B CRITICAL EROSION AREAS CRITICAL EROSION AREAS EXIST WITHIN THE STREAM BUFFERS. NO WORK WILL BE PERFORMED WITHIN THE STREAM BUFFERS. EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 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. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. 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. ST. AND SEPC 3.13. CHECK DAM (ST) -3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC. 3.20. 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. RESPONSIBLE LAND DISTURBER: GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT 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. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. 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. 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 9VAC25-840-40. 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 SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 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 ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS 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. EROSION & SEDIMENT CONTROL PERMITTING 1. 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. •:ut_ : u:►_ a ►1 SWIM QUANTITY: STORMWATER QUANTITY COMPLIES WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION AND THE PROVISION OF SHEETFLOW RUNOFF FOR ALL DISTURBED AREAS. THIS PROJECT WILL DISTURB AN AREA OF 2.51 ACRES WHERE ALL AREAS OF THE SITE WILL EITHER BE ROUTED TO A DETENTION POND, WHERE RUNOFF WILL BE RELEASED AT RATES THAT COMPLY WITH THE ENERGY BALANCE EQUATION, OR BE GRADED TO ALLOW FOR SHEETFLOW RUNOFF FROM THE REMAINING AREAS OF DISTURBANCE. SWIM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE DEDICATION OF 3.28 ACRES OF OPEN SPACE WITHIN B&D SOILS. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION 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. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE, DIVERSIONS AND SEDIMENT TRAPS. 3. INSTALL CULVERT AT INTERSECTION OF CLEAN WATER DIVERSION AND DIVERSION DITCH TO ALLOW CLEAN WATER TO BYPASS SEDIMENT TRAP. 4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 2 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING 2. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION 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. 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND SEDIMENT TRAP. 8. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS AND INSTALLATION OF THE LEVEL SPREADER. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 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. 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. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0.570 - Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (11 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. Seasonal Nurse Crap ' 10 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 21bs. - Seasonal Nurse Crop ' 20 lbs. - Crownvetcb " 20 lbs. 150 lbs. " Use seasonal nurse crop in accordance with seeding dates as stated below: February 16Lh through April ...................... Annual Rye May 1st through August 15tb ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye " Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crowmetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. PERMANENT C5 Not To Scale SEEDING (PS 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. STABLIZATION 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 7 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 city 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 on 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. IO.STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall P 9 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 ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM ST M. SUK4PvLic 5183 s �l �SSIONAL e VSMP PLAN FOR 6889 Free Union Rd ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.06.30 REVISION: 2021.08.05 FILE NO. E & S NARRATIVE 20.072 C5 / / / / / / / - --- I A \ \ \ V A V ", -- \`I \\ \`\ I \I\ \ Al \\ '\� ' � /' I'`, \` / / c I 1Q V V A l v I v A v / v 1 1 I v / / / / / _\_ C - I 1 \ \ \ \ `\ \\ \ I \ II , \ I x \ 1 I // / o V A \ \ v -v vv \ y - v v v / / If / - \ \ \ \ \ \ \ v A vvv vv If v 1v v 1 I I% v ---\_- \ / / / g ��- \\ V A V A A vvv v� V A AI I ) I \� / / / / I \ \-- A \ V A A I I I 1 // I / I I I v v / i i i v av v vv v vI I LOD - 2.32 AC - // I I I I x v / / V - V \ — - / / I / I I � - A \ A A 1 1 1 / I / I v / � I \ - V A A \ A \ 1 1 / If / / I I I V A A \ �� \ V A \ \ \ \ T \ \k 'I V 'I i li 11 I II 1v vv / / i �.t'// i / // /'/ i i / / i . - -' / / / / / / I � \ V A \ V A I A J �� A A 1 I I I 1 I 1 1 I I /// / / / / / / I , / / v v v � vv I I ' 1 � / Il // / / / / A \ I A \-- \ V v v v I I ' I i / / / / i #4 / / / / ,' / I \ \ \ \- I I I I I I / / / / / \ \ \ \ \ I 'i I 1 / / / / / / / A \ \ \ \ \ � I I I / / �' / / ' // ,'/ / I' l I I e I V v v v v v v\ vv o I, 1 I I / / / / / \ A \ I I I I I / / / / / ' , /\ / \ ` 4 - I 11 I I I 1 ' I l 1 I l / / / / S /' / c / /vi / A / / I � 1 I A � V A \ \ v A V A #3 I , 1 r, l l // /� I` / , � #2/ OA/ 1-A'7 A ,_ v� ,� I% V A \ D)dv V I I l l / l / / " / / / / / l / / _ -- \ 4 6 00 A \ V i 11 / l lI / r l / l / , - l /' / ; i , , , , / l / / 1. --L I & \ V v A A v V � / i ' ' l / l / % / � / �I / I / / / l / __ \ \ \ / I / / / / / / / / // , / / /i / / / / / / / �IN - A Ill A v \ \ \\ � / ' / / / I / / / / / - �' � / / / / I I t V A\ \ V v \ v v I l l i i / / i / I I /' ;/ / T /� l / l l / / II \ v �� a v //' 1// / 7 I v I A V A \ \ v \ v v v �v / 1 / / / / / / / ? / �/ l / ��1 /I / \ 9 -- \ V A \ \ I � v v � v v / / / / i / / / / / /' / 4 // /� / / / /i v / / / A � I — _ A V A \ A — / / / / / � A \�- A A V A / i l / l / , / / 7 / / I l I 1 / I l l \ 1 I I V \ \ V A A � A A / / / ' I I I I I I I A / I 1 I v\V - AV A \ \ v � v i / / l / l/ i / / �/ �I i I, I I I �y I 1 I I V - �, A V A V v A � v l l I I I I I I / _/ ,a \ 1 I v v v v v — v // / TG�H �1 I �I� V A V A \ \ �/ v v / r I'/ i I I I / I I v I I I 1 I ` I \ \ \ \ / \ \ \ \ \ / I I ' / / - I 1 7 \ I I v v 0 ; /1 �/ 1 1 I \ \ 1 I \ \ -_ A v—A A v v \ �� - I V A A V ! \ A A � / A / / / / I / I , I 1 / �/ �A A I 1 1 ' I I I I 1 A A\ \V I II 'I \ \ \ \- A V A \ V A � / v IN vv , '/ , I I I i I I I� v/ v l`1 'I A 1 I v 1 I I i I 1 A v `/ I I �- i / ' ' / II 1\ i/ \ \ \ ` \ \ 1 ` \ \ \ 1 \ \ `. • I 1 ' SEDIMENT TRAP 1 PLAN 2 SEDIMENT TRAP 2 PLAN 3 SEDIMENT TRAP 3 PLAN ! I I l I '' \ \ \ I ` `\ ) '' I , I / /' II ` f / V �v \ \ V v 1 \ A _ I I I I / C6 SCALE: 1 =20 C6 SCALE: 1 =20 C6 SCALE: 1 =20 % / ' -- v V v vv` / `—�,/ I, lI i I, ` v\// / / / / / / / , / / / / / / / / / , / / / / / / / , \ \ \ ` ` \ \ \ \\ \ \ ` I`- /I I I ' l / , / / // // / I / / / / / / / / / / / / / / ' / / / / / / / / / / / / / / / / , ,' / / / I I / / / I I I — 2 \ \ / ----f , I I l / / / , / / / / / / , / / / / / / / / / / / / / ' / I / / / / / / 1 / ' I v v v v v , / l l / / /' / / // // / I / ' / ! / 1 / / / 1 I 1 V A A A \ - v , I I , �' / / / / / / / / / / / / / / , / , , r , / , / / / / ' / / / / , , / / / / / , , / / / I 1 V A V A A V - --- / / / l / / / / ' / ' l r l , / , / / , / /. / , , , / / , / / l / / , , I l / I l I I I I V A A A A A \ , / / ; / l / ' l / , i I l l / / / / , / / , / / / / / / / I l / l r l , , I � , , / l I I / , , I / v I I 1 1 I I v � \ v v v v v v �-/ / /' ' ; ; l ' l I I - ' l I. ' ; ; / / % / ; / / ; // , / I // / /' / /' /' // / / / / / ; / ' I I ; ' i I 11 � i % I I I I I` %� I I I I I I I � ; 11 \ \\ 1I, 1 \ I\ \\\ \ � \ ` , - v v \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ V \ v --� [--- -'-__ -- / / / / / ' % ; l % ; I ; l ;' l ; i 11 11 I l % ,' ;' 1' / % ; % l l ; ; ,% ;' / i i ,/' /' / ;' /' , j / I I / I 1 V 1 ; / I I I 1 \V AI \\ \ \ V A v \ v. \ \ \ \\ , \ \\ \ \ \ \ \ \ \ V A A v` - / // // , / I / I 1 I I I I / // , / / , / , , I l I / / / I I 1 I / / I I I I I ( I I 1 V A v� \ I A A I A / — --�'- --- [ / / / l l I I I l I I I / / / / / I / I / l / / i / / / / ' l I I A A\ I / / / ' I II I I I I I ' 1 I 1 \I \\ 1 \ v \ / -A\ vvv \\ \\V A\ \\ \V A \\v \\V A\ \V A / - �''�,% j '/ / I 1 I I l / l / / / I / i / / / / / I 1 A / I / ' I I I I I A V / - _ ' � I 1 1 / I 1 1 1 1 1 1 1 1 I I 1 I I I I 1 / / / / / / I ' I A I I I I I I I 1 1 1 I I 1 V 1 A \ V ,' v v A V V A A I A v A / I I 1 1 / / / / / / / / / I A / I V I A \ V 1 I I V I ' I ' ` V A 1 � ` v `v A v v A A A V v v A — ' / i— / , , , I 1 I 1 I I I I I I I I I / / / I I 1 / I I I I 1 \ I 1 I / 1 1 \ \ \ 1 \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I I i I I I / l 1 I I I \ \ I\' \ I \ I \ \ ' / / I I I 1 I I \ I I \ \ I I I I 1 I / / I I \ I I I I I \ 1 I \ \W�I GH T, \ , \ \ \ \ \ \ \ \ \ / _' _ I I I 1 \ I I 1 i ' \ \ \ \ \ WIL �\ \ \ \ \ \ \ \ \ \ '' / I I I 'l- \ I \ I \ 1 , \ I \ \ \ \ \ \ \ I I I I I 1 I I I I I 1•.:. \ 1 I I \ I I I I I I I / I l \ \ 1 1 1 \ 1 1 \ 1 \ \ \ \ \ \ \ \ \\ \ \ \ \ \ / ,' 1 1 I I I I / I V ASHL\EIgH ,I- 0v WENN� V `I, CC `v I I, A v V v /' // - ' / I I 1 1 I I I V A A 1 I I I I I I I A A I I A I I\ \ \\ ,y Q, F°G. A V I V - v A v v v A A A A ` \ V A V 1 / , , I I 1 I I Al 1 11 i / 11 I I I I A I V A I 1 1\ 1 I \ \\ 0-ft- �1 A \ A A -� \ \V A A \ \V A A , ,' '' / ' 1 A A A v . .. A A A 1 / / / I I I 1 , I \ 1 1 1 , I I I I \ \ I \ \ I \ I \ \ \ \5 \ \ \ ` `\ \ \ `\ \ \ \ / ----- I 1 1 1 1 I 1 1 I I 1 v i 1 v 1 v \ v T.12 '07L v A 1 >< V v v v v v v v v /'' , ,' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC 3.03 CONSTRUCTION ROAD STABILIZATION CRS —x —x —x —x — 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST omm 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU D� 3.39 DUST CONTROL DC �"�"�"� LIMITS OF DISTURBANCE --------------- - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE, DIVERSION AND SEDIMENT TRAP. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. I I I I , A I I 1. I I I I I V 1 A 1 I 4 C4 A V A 1 v — v A \ . , ,' I I I 11 I 11 I I I I 1 1 11 I I I I I I I I I 1 AV I I 1 \ I A 1 A `V A A A V A 'v � ` - v Av Av v \ \\ \\ \\ \ v A v // /. , I I 1 I I I I I I V 1 A I A V A V A RA A A - \v A A\ A V ' ' 1 I I I \ V A l l I A I 1 A \ V A ADN`ED A V A V A V v v A C- v\ V A A A `v ,� '' / / ,' ,' '---- / I I I I I I I I I I I I I I I I A V A A / ' I I I 1 I I I 1 1 I A I I A A A 1 I 1 I I I I A ` V 1 I I A A V ` V A \ V A \ \$\T I UY1 ` V 1 - "' '' / I I 1 1 1 1 A V v 1 1 l 1 A A A A V I V A A Av --v v v �\.. A A A V AV A A v `-�'' / // ,/ / / / I I I v I 1 v v v v v v 1 v \ I v — � v v V v v A \ , '�/ l/ / '� � i 1 i I 1 A l I I 1 v A 1 v V vv_ v v �\ � v < v v v v / o - 1I 1 I I I I A I I v 6 22 /A v v v v - / i / ,/ / I A V A v Yv / I - - v / I I I 1 1 1 1 ` 1 1 A \ v � - \ VC.WD D _ �.1 A(t \ T / / ' , , / / / / / / / i / / ,-- ' I I I 1 1 I I 1 I A A A 1 1 A A A _ A A A / , ,, ,/ / ///// // ------' I I 1 1 1 1 \ v / / '� - , / I I 11 I I A A A V A 1 I A A 1 \I \I 1 `\ \ v - -- � -V A V A A - / , -� - I I I I 1 I 1 A A A V A A A 1 A A I I I I I I , , 1 I \ A V A A A \ I 1 A A A A 1 V A A �' -- _ v A I A \ A `I A A A 1 V A . A I "/ / I // ,' , /' // /' /' // ,/ // / / I// //, // -- -.v ---- % / I 11 1 I '1 I I I I I A A\ \V A V `I II \ V I A V 1 A\ ` 1 1 I I V I I I ` V A 1 \ A V A A ` v \ I V A V A I A \ 1 V v A / l% I I / , / ,' ' // / , / / / I / // I/// l l// /� V -v I I I v I :� ---- / v / / I I I I I 1 1 1 A V A . A A A V I . . I A A V / / / `. - / I , I I 1 1 I I I I A v A A I V ', A \ v A V A 1 \ \ \I I \ I\ 1V \ A ---- A \V V \\ V A \I \ ` \ - _ _ t- - / ,4 � / / ' / / , / / / / / / / / / / / / / - I I I I I 1 I I A A V A A ( I I A A A A . /; / / . / / / / / - I / I I I 1 I I I I I I I I 1 I V A v A ` I A ` V A V A A V A V i I I A A V v v A / --- . A A V I A 1 V . v - / 1 I / / '' // /' / //// // / \ I I \ I \ I \ \ % \ \ \ \ 1 \ `. ` / \ I / / , / /' / . / // / / / / ,' / / / , / I / / y_^-- \ --------' / / I I I I I I A I I A A ` V A A I V A A V A v A V A A V A I , I I A A v . -- `. A \ V ` V A I A ` \ \ . % I / l I / // / / // / ,/ / ///, L - - - _ / , I I I I I , A V A V . I A A V A V A V v A \ V A V 1 I V - . A ` I V A ` v - / / / / / / , ,,, //// / `- _ _' / I 1 1 1 1 1 1 1 1 1 v v v v v A v v v v ` v v v v I v 1 v v: - � v v \ I v ` v v --_ / I '' / // I/// I // I -v-`- '--------' A v ` A \ ` A v A v I v I `v ---- / / � i / / / / / /' / / / /, , / /// / / IN I,- _ / / I I I I 11 II II I 1 'l 'I AI A 11 11 A V v A A 11 A A v ` A . . v A A V A v A \ _ V A 1 A A\ v / / I // // /// '/ /' / I I I v; v v 1 -I, vv A v v vv A vv vv A \ ` vv vv A i vv A �. v �V I 11 v A vv AV / PQYMEI HI LIt� yb�A P / / / // / , / /��/ // / `v / / / I I I I I 1 1 V \ 1 I V ,i A A I V A v v ` A ` V ` V • i3 - - \ V A 1 I AI V A \I \\ \ \V v / U IE / / / / / ' / / / , "- I' i - - - - - - , / ' I I I II II II I \ \I A A `,,, A A \ Av V `. v`v `v V vv\ \v I \\ AI I A \\ \ \` \ V A \-` v �- - - A I A A / / / / / / 1 1 A A v --- ---- -------- - 1 / / \ v \ v V - f- I I r ✓0 /` / I 1 A A A v I V A v A \ . v v A v A v A . v V A v v v V v AV �- A A A 1 A I I 1 A A V v / l , I 1 I l I I / , '/' /// / A v / , / A V A \ v A: y' V A v A - v A v v v A v V v v V v \ A v v v • --- v A 1 I I ` 1 ` A A \ V A I / T. �. I I 1 1 I I l// / / ////// / / I v I ^ v v v v v v v v v v v v v` A v v A A --' / I 07-4 I , / / / A / \ \ \ \ \ " \ \ I \ _ I I / / / I I I I 1 ` V v v v% v A v v v `v v v v v y v v V v v v ` \ v v v v V v v- �- v v I 1 ` I 1 v vv .- / 0� I I, I I l l/ / / / ------- / // / / I I I I I I V ,� / A V `v v v . V vV A A \ V v v v. 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A V A v A A AV A , A A V AV A A ,' / / I I I I I I I I 11 1 \ I 1 I I I I I I I \ I I I I I \ T.P. 07l \\ \ \ \ \ \/ __-- / / , I I I I I I I 1 A 1 1 I I I I 1 I I 1 1 I 1 A ` 1 A V A A q'�C4\ V A 1 I _-_ vv v v v A A V A A A V `v A I I A 1 1 I I I I V I A 1 A A A V v v A A /-------' / I I I I 11 1 1 1 1\ 1 v v v 1 v 1 1 I I v I I I A v I I v I v v I A v MED RAC v v v - vy v \ ' / /' I 1 1 1 A 1 1 1 I I A I \ I A A 1 A A A0 I A v - v v\ A A A A A --. / , / / I I I I I I I I 1 I 1 , V A , A 1 1 I I I I A I A 1 A A \ I 1 A V A A\ \V A A \ A - _ - \ V A A \\ \\ \\ vv ' ' 1 1 1 \ I 1 \ \ \ \ \ \ \ 11/ �/ , I , I I I II 1 I 1 1 1 I I I 1 1 l A I A \ v I A V A I I A I 1 A \ I V A A V A A A - - v A , - v V A \ A V A / I I I 1 1 1 f V 1 I A , I A I I A A A V A A A v v v A A A A A A v - / i / r I 1 I I 1 1 I I I ' I I I A V A A A 1 1 V A A I \ V , \ V I A Av v AV v A A A A ` V A I 1 1 I 1 1 I v v A 1 v .� v I\ v I v A v v v v A --' ��' / ,' / , I ,III I I I I I I '1 11 11 I I " 1 1 1 1 11 I 1 II '\ \V A A vV 1 AI A '1 A A 'V A A\ '\ \\ \\ 1V A,.. A v A V 1 I A A V I A V A -----__ A V Av A. A\ A V A V A A V A A \I \ v v _ / , , I I I I I I 1 I 1 I \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ --- \ \ \ \ \ I I I I I I 1 I I I I 1 I F V V A A A , A 1 A \ , A V 1 A V A 1 1 A � , V A I \ 1 V I A I V A A V v . A V AV A ` \ V A I A A 1 ` A Av A SOIL EROSION & SEDIMENT CONTROL SYMBOLS F— SYMBOL N0, TITLE KEY x —x —x —x [DRAWN TO SCALE] TS PS ivy DC 3.02 CONSTRUCTION ENTRANCE PC 3.03 CONSTRUCTION ROAD STABILIZATION CRS 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA 3.08 CULVERT INLET PROTECTION CI EC-2 MATTING SCC L III 3.20 ROCK CHECK DAMS CD SEQUENCE OF CONSTRUCTION PHASE 2 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING 2. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION 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. 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND SEDIMENT TRAP. ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. 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I N — '709' \\ \ \ \ \\ \ I \ 1 1 \ \ \- - - - - -_ --- \y ` \ \\` ` \ - / I ,' _ , --' , ,' ' 11 I/ \ \\ \\ ' r l \ \\-F�1\V�\ OUT / VJ `- \ \ \ \- i,- - -', \ 1 I 1 1 \\ I \ \\ - _ I - -` `\11\\ \ \ \\ \ \ \ \ ` _---_' / I /4V1 /- 0 _ --_ ''40/' / / yr\/ / / t4q / - \ \ \\ I / \\ \ \ \ \ \ \ ' - --- 1 I 1 I \ 1 1 I \ - - - \ ,\ \ \ \ \ \ \ \ \ \ / / -----"�'--_ - - - \ \ \ - / `�- TOvCULC�F�RT ,7: Q1� AQ v /I III 1 vv --' , I C7 ,'/ /' v`- v\\ \V A\ \V I ` \ A �\ - v- v v v v \v A v A \ - -vAI I I I I II 1 II / v -I - - - -- _ - .� V Av \ \v v A \ ----- / / / a / , - -- / , / '' —\ / - „ - \ Sc 1e: 1 ��6T-- , TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegross (Lolium multi-florum) & 50- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 1 )TEMPORARY SEEDING (TS C8 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 11- 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) 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. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. 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 cu. 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. 3 MULCHING MU C$ Not To Scale DITCH SECTION DITCH MATTING CHANNEL DEPTH CHANNEL WIDTH (ft) CHANNEL SIDE SLOPE 2-YR VELOCITY 10-YR DEPTH 1 EC-2 1 6 3:1 2.06 0.28 2 EC-2 1 6 3:1 3.35 1 0.59 3 EC-3 1 6 3:1 4.88 0.68 4 EC-2 1 6 3:1 2.40 0.20 5 EC-3 1 6 3:1 5.30 0.67 6 EC-2 1 6 3:1 2.94 0.28 Wdth 2 TYPICAL DITCH DETAIL C8 Not To Scale ROCK CHECK DAM .. : o•, 2. .:... 2-10 ACRES OF DRAINAGE AREA: J 8" VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC 27 3, I RIPRAP PLATE. 3.20-t 7:1 Coarse Spray CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOW] 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 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) Acrylic Emulsion (Traffic) 3.5.1 Coarse Spray DUST CONTROL (DC) C8 Not To Scale CULVERT INLET PROTECTION 450 350 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) i5_"N SILT FENCE (SF) C$ 'Not To Scale DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW USE STONE FOR ALL CULVERTS *OPTIONAL STONE COMBINATION h' FLOW 2.5' VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED ORIGINAL 1 Z GROUND ELEV. EL=C Top Surface Area 1.0' DRY STORAGE :D2 JH 87 CU. YDIACRE N EL=B WET STORAGE 67 CU. YDIACRE D1 (EXCAVATED) FILTER CLOTH ORIGINAL GROUND EL=A Bottom Surface Area "SEE PLATE 3.13-1 COARSE AGGREGATEA, CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ %AC DRAINAGE AREA �- (IN DIVERSION DIKE Aw COARSE AGGREGATE (/FILTER EXCAVATED CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data Weir Wet Wet Vol. Bottom Dry D Dry DVol. Top SA No. A B C H (ft.) Z (ft) Length (AGE Vol. (R) Cy SA (sq. Vol. (ft2 ) Cy (sq. ft.) (ft) .) (Req.) (P rov.) ft.) (Req.) (Prov.) 1 715.0 718.0 720.0 3.0 2.0 4.5 0.68 47.6 3.0 51.0 330.0 47.6 2.0 60.4 1044.0 2 703.0 706.0 708.0 3.0 3.0 7.02 1.17 78.4 3.0 79.2 551.0 78.4 2.0 85.0 1419.0 3 814.0 817.0 819.0 3.0 2.0 1.44 0.22 14.7 3.0 16.9 80.0 14.7 2.0 27.9 528.0 PIPE OUTLET CONDITIONS A A. 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL La d SECTION A -A FILTER CLOTH KEY IN 6"-9-; RECOMMENDED FOR ENTCRE PERIMETER 3do (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0 d SECTION A -A FILTER CLOTH KEY m 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 10% SETTLEMENT 0.3' FREE BOARD TYPICAL VEE-SHAPED DIVERSION :7:) CLEAN WATER DIVERSION (CWD C$ J Not To Scale 10% SETTLEMENT 0.3' FREE BOARD TYPICAL VEE-SHAPED DIVERSION $ TEMPORARY DIVERSION DV C$ Not To Scale 6 TEMPORARY SEDIMENT TRAP ST C8 Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT PAVED CIONSTR IC I N E1 ANCE 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Outlet Protection Calculations Pipe Outfall # Q-10 cfs) La ft W ft Do in Do ft 3Do ft C1 - Culvert 1 3.71 8 9.25 15 1.25 3.75 32 - Culvert 2 5.42 8 9.25 15 1.25 3.75 C3 -Culvert 3 7.53 9 10.25 15 1.25 3.75 C4 - Culvert 4 9.75 12.5 14 18 1.5 4.5 STONE 70' MIN. CONSTRUCTION ACCESS 3" SM-2A ASPHALT -U- �COURSF EXISTING PAVEMENT MIN. 21A AGGREGAI= BASE PROFILE STONE 70' MIN, CONSTRUCTION ASPHALT PAVED ACCESS - A WASHRACK EXISTING Zs 2% PAVEMEN 12' MIN.* 1� *MUST EXTEND FULL WIDTH LOA POSITIVE DRAINAGE OF INGRESS AND EGRESS TO SEDIMENT OPERATION TRAPPING DEVICE PLAN 12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT TRAPPING DEVICE r ,� FILTER CLOTH) --- SECTION A -A A inini1mun water tap of 1 "Bich nulst be installed «ith a i nilnimtlnn 1 inch ballcock shutoff valve supplying a wash hose with a (lialneter of 1.5 inches for adequate constant pressure. Wash water must be carried away front the entrance to an approved Settling area to remove sedBnent. Allsectunernt sliall be prevented fr'oiiI entering storm drains, ditclies or watercourses. PAVED WASH RACK h0 SCA_E v ST M. SFHI61P Lic 5183 V �b1 t �� SSIONAL et VSMP PLAN FOR 6889 Free Union Rd ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.06.30 REVISION: 2021.08.05 FILE NO. AVED CONSTRUCTION ENTRANCE (PCE) E & S Control Details Not To Scale 20.072 s ROCK CHECK DAM r10�CULVERT INLET PROTECTION (CIP) 11 OUTLET PROTECTION OP C$ Not To Scale C8 Not To Scale C8 Not To Scale C8 ROAD CENTERLINE M 1.0 TYPE 1 EC-2 OR EC-3 (SEE DETAIL 2 ON SHEET C8) GRASSED - SHOULDER 1 )TYP. DRIVEWAY SECTION ;9 Not To Scale 1.0' .0 VDOT #21 A BASESTONE .OMPACTED SUBGRADE MIN. CBR = 6.0 TO BE FIELD VERIFIED SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v ST M. SH11GIP Lic 5183 �`SSIONAL et VSMP PLAN FOR 6889 Free Union Rd ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.06.30 REVISION: 2021.08.05 FILE NO. Site Details 20.072 C9