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HomeMy WebLinkAboutWPO202200005 VSMP - Plan Approved 2023-11-23LEGEND EXISTING NEW 10 10 1.00' - -310- - ---310--- 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x q 0 O 0 ev O 10 1.0 )0 5r c X 5781X Tw 5rX aw 0f 11 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 06500-00-00-011 D0, 06500-00-00-011 E0, 06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434-466-5634 OPERATOR (TMP 06500-00-00-011 DO, 06500-00-00-011 ED, 06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434466-5634 ZONING RA DISTRICT Rivanna LEGAL REFERENCE Tax Map 65, Parcel 11 D Deed Book 4881, p.413 Tax Map 65, Parcel 11E Deed Book 4881, p.413 Tax Map 65, Parcel 13 Deed Book 4432, p.3 SITE COORDINATES 38.064086,-78.330966 BMP COORDINATES Bioretention Basin #1: 38.064823,-78.329792 Bioretention Basin #2: 38.065694,-78.328394 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. An P p Y p 9 Y 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 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 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) DEQ NOTE 1. The SWM Forest and Open Space Easement is subject to the guidance set forth by DEQ in the Virginia Stormwater Management Program. The areas will remain undisturbed in a natural, vegetated state, except for activities as approved by the local program authority, such as forest management, control of invasive species, replanting and revegetating, passive recreation (e.g., trails), and limited bush hogging to maintain desired vegetative community (but no more than VSMP PLAN CASTALIA FARM WINERY EXISTING USE Residential/Agricultural PROPOSED USE Residential and Winery with Tasting Room LAND USE SCHEDULE EXISTING SF AC % Impervious Area 396,891 9.11 1.3% Wood/Managed Turf 30,423,611 698.43 98.71% Total 30,820,502 707.54 100.0% PROPOSED SF AC % Building 106,425 2.44 0.3% Pavement 428,115 9.83 1.4% Impervious Area 534,540 30,285,962 30 820 502 12.27 1.7% Wood/Managed Turf 695.27 98.3% Total 100.0% Limits of Disturbance = 11.66 ac SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & Topographic Information for Parcel Provided by: Foresight Survey, PC 106 Crofton Plaza, Suite 8 Palmyra, VA 22963 Field Survey Performed: December 17, 2021 Surrounding Topographic Information Taken From Lidar Benchmark & Datum: NAD83 Virginia State Plane South NAD88 Vertical Datum 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. 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. 13. Where the flood level rim of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. WP02022-00005 TAX MAP 65, PARCEL 11 D, 11 E, 13 ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1000' . . - 0le=Q SITE 000 Grace Church Walk nr Cismont Market Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 SITE OVERVIEW C3 EXISTING CONDITIONS C4 GRADING PLAN C5 SWM PLAN C6 SWM PLAN C7 BMP PROFILES C8 EROSION & SEDIMENT CONTROL NARRATIVE C9 EROSION & SEDIMENT CONTROL PLAN PH 1 C10 EROSION & SEDIMENT CONTROL PLAN PH 1 C11 EROSION & SEDIMENT CONTROL PLAN PH 2 C12 EROSION & SEDIMENT CONTROL PLAN PH 2 C13 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C14 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C15 EROSION & SEDIMENT CONTROL DETAILS C16 SITE DETAILS C17 FOREST & OPEN SPACE DEDICATION APPROVED by the Albemarle County Community Development Department Date 11 /23/2022 ��r� 1•yl�vyl�ui�l �>.� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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PVC IN�E 5�6.Op / \ \ \\ \ / IONAI . \ I 1\ \ #3 STONE AT 6" DEPTH OP ELEV. 546.5052 ---\`-\\\ \\ '\\\�\� Ir \ I \1 I Illl 52 0 q UP- INV. - -- _ ---—_-----7 J `'\\ II LIN12" HDPE INF/\OUT 545.00 184 �F 4 SCH. 40 PV / 4" e1v1P S ANDNPE 7' I // I it\111111 II INN OUT 545. 0, LIMO FICE ELEV• 546�5Q \/�� --_� /\\.o- \\\ / \ VSMP PLAN FOR \ CASTALIA FARM WINERY --- < l\ �\ / \ I' `_ _k'\ ALBEMARLE COUNTY, VIRGINIA � / \\\\ \\ \ \ \ 1 �./ \ \ r SUBMISSION: - \ 2022.02.0 REVISION: P / U o � / ti / � / ) /'� \\ \ 2022.04.14 4" UP� � � \ —\ _ \ \ 2022.05.27 — \ TM P 6 5 -11 D / / \ \ . �� \ 2022.Os.20 UP _ \ �✓ \ \ \ \ I 2022.07.21 Y � / \ \ / / \ \ 2022.08.29 \ -- -\- - \ - CAS�ALIA-CISMONT J ti /' �/ y/� I 2022.10.03 \ INVESTOE f�T LLC- \ \\ \ \ \ \ // --r—/ \ 1� / I \ '�\ FILE NO. 21.060 DB 4881 PG 413 -\- SUP-r; _ I \\ lid A2 SWM PLAN GSk 50 0 50 _ i 150\ C,{■■/���■ V V Scale: 1"=50' ---/ - 595 590 585 580 575 570 565 560 5n 590 585 580 575 570 565 IQ • • • •,f --_gym--BIORETENTION BASIN AUSE-0 •- • �aaa�■at.I1u1. -ii•7il7�191� "Wq_ --EL9mwm�l�la_\ �srrrl�alaeri�e�sr.�������u►�� � - • l���wwww`���o� ��u■�srcc+auraa�r��-� eau_ � c�•cH nrcHrtH:�rlr�a u:.�■.�rw1u>•I�t��� -___IT�TI�JI!!S■NEWTONFAFTSIrrord 91.�1.��\7i■_ -IIIIIIII■@wYL1/�f f [IY.1.-IJL11 it L1./H11161>_���� OF ������t�■uaa�.st::r •�r mid w�r_�---- T\Tn TITImTITTMTn TT T\ A C'ITAT 114 T)T\nT-ITT T.l HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' ---ram - �irPlU]7�irHaa�J ------------- 518+00 10+50 11+00 11+50 12+00 2 )BIORETENTION BASIN #2 PROFILE C$ HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' J/U 565 560 555 550 545 540 535 5 'i�.1 J/V 565 560 555 550 545 540 535 0 10+00 10+50 11+00 11+50 12+610' DETENTION POND #2 PROFILE C$ HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' 590 585 580 575 570 565 560 595 590 585 580 575 570 565 560 UVV 595 590 585 580 575 570 565 5 11 ENTI - 1 -•• �:lH�H:L•Uli�-��--i • • 11 -I-� -� -t�2-3 �1►11■61�i�Yi�---- _ ---- G ---� 10+00 10+50 11+00 11+50 12+00 T\ T.l M T.I A T III T n A T T\n ATT\ 114 T\T\n T.I TT T.l HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' 600 595 590 585 580 575 570 5565 12+50 13+00 131 14+000 m NOTE: NO CONCRETE APRON PROPOSED TRASH RACK MUST HAVE NLL BOTTOM SECTION KITH PERFORATIONS komelr is 1/a" FI01'V1 plxlr Iran lrr Irr -Irnrl Vl'ri IMPR +b•u.eM xl 41..G. I/J" Plule suA Rrnlilu vllb 1" ...rl,d n I rr[ ,IYF uruPrI,f11Y rl Air �I ylnr lut utl by HL..IIrr� «��rLJiru- Inr..w rqu.l. • .n� n +un xnnxnxl HL,. ......11DINK In,rlatA VI«.Ib 1{Y' a,lx m ,.Lrnine . mfurM1,rrtl R. 1'1a«lir dul l..e. Ilr.. ..r oyual .inpv nMl' Elevation I uirr PLASTIC BMP TRASII RACK sOLUTiO." Fn w".' „ INC. ..yle.li-.rlulu.lr.. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVIIH VA, 22902 JUSTIN@SIENP-ENGINEERING.COM O� L�.F, 2 v IMP i . N 45183 0 `PSlC)NAI EN`` VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. BMP PROFILES 21.060 C-T] PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A NEW ROAD AND TASTING ROOM FOR A WINERY WITH STORMWATER MANAGEMENT FACILITIES. THE TOTAL AREA OF DISTURBANCE IS 11.66 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 PREVIOUSLY DEVELOPED LOT WITH WOODED AND LAWN AREAS, EXISTING RESIDENTIAL BUILDINGS, AND PRODUCTION FACILITIES FOR AGRICULTURAL USE. ADJACENT PROPERTIES ADJACENT PROPERTIES ARE OF A SIMILAR CHARACTER TO THIS SITE. THE SITE IS BOUNDED TO THE NORTH BY WOODS, TO THE SOUTH BY LOUISA ROAD, TO THE EAST BY FARMLAND, AND TO THE WEST BY STONY POINT PASS. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE DISPOSAL OF SPOILS MAY BE REQUIRED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: DYKE SILT LOAM - HSG B RABUN CLAY, SEVERELY ERODED - HSG B MEADOWVILLE SILT LOAM - HSG B UNISON VERY STONY SILT LOAM - HSG B HATBORO SILT LOAM - USG B/D CRITICAL EROSION AREAS CRITICAL EROSION AREAS EXIST ADJACENT TO THE STREAM BUFFER AS SHOWN. RESPONSIBLE LAND DISTURBER: TBD TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total lbs. - Commercial or Residential 175-200 lbs. - Kemud:y 31 or Turf --Type Tail Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% Fliah-Maintenance Lawn 200.250 f. - Kentucky 31 or Turf -Type Tall Fescue General Sluoe t3:1 or less) 100% - Kentucky 31 Fescue 128 lbs. - Red Top Gross 2 Hrs. - Seasonal Nurse Crop • 10.1h& 150 lbs. Low -Maintenance Slnoe (&Mer than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2Is. - Seasonal Nurse Crop " 20 lbs. - Crowovatcb " 20 the, 150 lbs. • Use seasonal nurse crop in accordance with seeding data as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Fmdail Millet August 16th through October ...................... Animal Rye November through February 15th ................... Winter Rye •• Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, aH other periods, use unhu8ed Sericea). If Flatpea is used in lieu of Crowmeteh, increase rate to 30lbs./acre. All legume seed mustbe property inoculated. Weeping I.ovegrass maybe added to any slope or low -maintenance mix during warmer seeding periods; add 10.20 Ibs4acre in mixes. PERMANENT Not To Scale SEEDING (PS 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. TEMPORARY DIVERSION DIKE (DD) - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) - 3.11 A RIDGE OF COMPACTED SOIL OR LOOSE GRAVEL CONSTRUCTED ACROSS A DISTURBED RIGHT-OF-WAY OR SIMILAR SLOPING AREA TO SHORTEN THE FLOW LENGTH WITHIN THE DISTURBED STRIP AND DIVERT THE RUNOFF TO A STABILIZED OUTLET. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITTLE OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY, AND GRAVEL STRUCTURES ARE APPLICABLE WHERE VEHICULAR TRAFFIC MUST BE ACCOMMODATED. STD. AND SPEC. 3.11. DIVERSION (DV) - 3.12 A PERMANENT CHANNEL WITH A RIDGE ON THE LOWER SIDE CONSTRUCTED ACROSS A SLOPE TO REDUCE SLOPE LENGTH AND INTERCEPT AND DIVERT STORMWATER RUNOFF TO A STABILIZED OUTLET AT NON -EROSIVE VELOCITIES. STD. AND SPEC. 3.12. 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. STD. AND SEPC 3.13. 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. ROCK CHECK DAMS (CD) - 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. VEGETATIVE STREAMBANK STABILIZATION (VSS) - 3.22 THE ESTABLISHMENT OF APPROPRIATE VEGETATION ON STREAMBANKS TO PROTECT THE BANKS FROM EROSION. STD. AND SPEC. 3.22. STRUCTURAL STREAMBANK STABILIZATION (SSS) - 3.23 STABILIZING THE BANKS OF LIVE STREAMS WITH PERMANENT STRUCTURAL MEASURES TO PROTECT THEM FROM EROSION. PARTICULARLY APPLICABLE TO WATERCOURSES WHICH MUST PASS INCREASED FLOWS DUE TO UPSTREAM DEVELOPMENT; NOT APPLICABLE TO TIDAL STREAMS. STD. AND SPEC. 3.23. TEMPORARY VEHICULAR STREAM CROSSING (SC) - 3.24 A TEMPORARY STRUCTURAL SPAN ACROSS A LIVE STREAM TO PROVIDE VEHICULAR ACCESS TO CONSTRUCTION ACTIVITY ON EITHER SIDE OF THE STREAM WHILE KEEPING SEDIMENT OUT OF THE STREAM AND PREVENTING DAMAGE TO THE CHANNEL BED AND BANKS. STD. AND SPEC. 3.24. 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. 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. . •:u/_ rj1r.Jk V,T ffTA1XkV1 SWM QUANTITY: SITE RUNOFF IS MANAGED BY TWO (2) BIORETENTION BASINS AND FOUR (4) DETENTION PONDS WHICH WILL RELEASE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION. THIS PROJECT WILL DISTURB AN AREA OF 11.66 ACRES WHERE ALL NEW IMPERVIOUS SURFACE RUNOFF WILL BE ROUTED TO NEW BIORETENTION BASINS AND DETENTION PONDS. MOST UPSTREAM DISCHARGE FROM EXISTING STREAMS WILL BYPASS THE DEVELOPMENT. BMP COORDINATES: BIORETENTION BASIN #1: 38.064823,-78.329792 BIORETENTION BASIN #2: 38.065694,-78.328394 SWM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65. PER THE VRRM SPREADSHEET, 6.41 LBS/YR OF TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. TWO BIORETENTION BASINS PROVIDE 4.70 LBS/YR OF PHOSPHOROUS REMOVAL. THE REMAINING PHOSPHOROUS REMOVAL IS ACHIEVED THROUGH THE DEDICATION OF 5.00 AC OF OPEN SPACE. PER THE VRRM SPREADSHEET, NO FURTHER TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. 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: 7:IW2 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. 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. 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 outfoll 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: 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. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARIATTF_SVHJE VA, 22902 JUSTHJ@SHMW-ENGHJEERING.COM Y.N1.45183 okIMP l2zSSlONAI ENU` VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S NARRATIVE 21.060 woo000 i \ \\\ \I\\ \ \\ \ \ \ \ \ \\-- �- ' I USE PERMANENT DITCH ESIG I ----------- \ _ \ �� \\ \ -- --- 1 I FOR DITCH #6 ONI SHEET C18� FOR GVID DIMENSIONS AND LINER / � - - - - - - ---_ + ® It SEDIMENT TRAP /DRAINAGE AREA = 2.08 C / co cb jA ST ii4 O \\ vV A\ \ V V � - - e _ - USE PERMANENT DIT& DESIGN LISE'PERMANENT DITCH DESIGN FOR DITCH #7 SH�ETIC16 • / - x- / FOR DITCH #6 ON SHEET C16 �C(ND DIMEN IONS AND LIN I . --------- / FOR, CWD\DIMET�IONS AND LIN�FR / II I 1 =1 , /_ [� \ woko \ V / f 000 SE PERMANENT DITCH DESIGN / USE WERIMA'EN DIITCI� DESIGN\V �� V V A \ / 1 V I I F� / W v I FOR ITCH N HET 016 v \ ` I / \ \ \ \ \ / \ \ I I FOR DITCH #5 ON SHEET C16 \ \ \ FOR DV JIMENSDNS AND LINER U� ' FOR CWD \DIIEN IONS NO LINE�y ;. ;" \ \ \ \ V\ \ \ \ \ I I 1 I \ \\ \ �1"`V �/ AV�\\ \ I \ \I II I / SC vvvvvv _ x� ��1\\\\ a1�1 �I I ® �' \ x� x x � \ x� x' ago w \ \ X , ��+ / ' � \ \ \ USE TYP. DETAIL ON SHEET qi \ \ \ \ / CWD DIMENSIONS AND LINER ' \ \ \\\ \\ \\ \\\ \ /,/ / (�� \�\ \\ \\ xl x �x �j, �11 1 -- ��� A\ \V �v \v V \ \V A t \ ST I +/� I I l m < I / / / /l / / I / j I I h �1 1�__ v\� AV v\ vvco v +. ti'l i y\'' ` l I\ \ I\r1 `\ I \\\ \\ \ \ ___LIM1T_S-OF DISTURBANCE 11.66 C � \ \ , \ \ � \ \\ \\ \ �, T 6�6 / \ 1\ \\ \ \"� \ \ \ \\ \ 5 \ \ \ \ - - - - - - \ U �YP. DETAIL ON SHEET Cl \ CWD DIMENSIONS AND LINER It �\�\ 6 nI \ \ \ \ \+ Ax \ \ \\\\ \\ N, \ \ \ \I -------- / \`\ \ p \ENS' pfT II DUS�IgGrT FOR M 14 V.I R v * v�vvv vvvv vv v v �v v 100 *�\0(\DISTUR�AN07,= 11.66 AC LLI \ ++\ \\\\ \ \Da \ / / �/ /' 'k + AGING/STOCKPI ARF� \ \ ( \r �\� \ \\ \\\ \\ \ LQ \J/ S DIMEMT T P #Y / -- .\Q I DRAINAGE A'�2 1.9# AC / T It / ,/ / ♦ / i - CASTALA-C ° �♦ / / - / -- - IN 10 woo SFPERMANE 'f pp(�TgqH' D�SIGN ' \\ \ UGT STORM GfT , /'FOR DITCH # qN ySHE16 o ..: FAR/V DI IIIIONS AND LINER \ �,RIM=604.9 i \ I - \-69s1�3 / / / / / ✓ ' / / _ 50 0 50 00 150 / 1 ) SEDIMENT TRAP #1 C9 SCALE: 1"=10' 2 )SEDIMENT TRAP L4 C9 SCALE: 1"=10' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION �W 3.12 TEMPORARY DIVERSION DV [DRA1�/I TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S PLAN PH1 21.060 Seale: C 9 000 \ \ \ \ \ F \ (l \ \ \ \ \ \ \\ \ \ SE PERMANENT DITCH DE\qGN OQ& DITCH #6 ON SHEET C14 'F OR►CWD DIMENSIONS AND LI R 1 \ \\\\\\\N, \ \ \ 1 \ \\ �\ \ \ \\ \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \ N, \ \ \ \ \ v \ v v v vv I V A \ \\ _ X x _ x\ - x _ \ \ \ \ \ \ _ SE DI NSIONDETAIl ON SHEET C1 x \\ \\ \\ \ C� \ � \ CWD DIMENSIONS ANC LINE \ � \/ S�AGING/STODKPILE AREA\\ ' S� \ / \ \ \ \ \ \ \ \ \ \ I \ \\\ 98- / \ \ ® \ \ \ \ \ 5 \\\ \ Lx \x\ \\ rx _x Tx -x�x -n-x \ \ \ \ \\ 6-\ \ Co) ITCH DESIGN \\ \\ \ \ \ \ \ \ \ \ \ ' 1 I EET C16 \\ \ \ \ \ \ \ \ \\ \\ \ \ \ O\ \ \ \ \ \ \ \ \ \ \ \\ \ -�--' �� 1 \ \ AND LINER \ \ \ \ \ \ \ \ \ 594--- cA \ \ \ \ \ \ \ 7-7 \ SEDIMENT NAP #2 \ \ ® \ \ -�_ o / rr I \ SD C1\ \'N 1 \ \ \ \ \ DRAINAGE AREA = 2.C Moir \i \`- 1 \ \ r �� \ S� O \ \\\\ \\ \\ \I \ ! /I \ \ \ \\ \\ \\ \\ \ S€ PERMANENT DITCH DESIGN �\ \ \\ \ \ J \ b \+� \ \ \ \ \ 1 \ \ \ \ \ \ \ \ J \ \ / \ + FOR �ITci 1 #1D OAI-SHEET�4f� - - _ ••~ W,� \ 1 \ \ \ \ l \ \ \ \ \ \ \ _ � ( y n FOR DV DIMENSIONS AND LINER \ \ \ � r +\ \ d \ \-590---- \ \ \ \ \ I I I I / I I 1 / / --3Y�Flk\ \--------' \ \ \ IMITS'O�-DTSTQ 66 C \ i 1 1 \ \ \ 1 �\ \ \\ \\ -- \\ `� \ \\ \ USE ' A NTAIDITCH DESIG \ 1\ 11 I 11` \ \�+�\ I\ � � A \ / \ \ \ - \ \ \ �/ \ F Rr TCH J �{N SHEET 016 \\\F V IMENSK)WS AND LINER !n I � \ SC r X \ \ \ \ \ \ ---\ \\ + �,G \\ \\ \\ \\\-_-------� \x\ S\ \ \ \ \ \ \\ \\V I -548--- \\��I �_ �\ +-�\\ oe A�, t- \ \ -----' % _ \ \ ICI I I I I I �x I- - mm �� +I �, 1 /1 1 I I I I I I I I / / � \ \\ 0\ G------- \ II \ 1 I I x' / S66\ \\\\ \\\\ \\\\�--__ --\`\ \\� \ \ \ \ / / I ISEIOENTEARDRD IMAGE ARE #3\.6b AC\ \I 000 1 � SEDIMENT TRAP L C10 SCALE:1"=10' S/T 3 3.0- )57 50 Scale: 1 "_ 0 50 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N 0. TI TILE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST coaam 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - - - - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5.INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERIN G2. LAND PLANNING - PROJECT MANAGEMENT 100 150 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM �tipL ,1y OF 2 v IMP i . N 45183 1a�l2z -SSlONAI EN`\ VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PHI 21.060 cio \ \ _ 0100 `;- DITCH #8 SE 98 A \ \ \ \\ / / / / / I \\ �\ \\ \\ \` 94 \ \ \ \ \ \ \ \ \ \------ \/ \ \\ \ \ \ \ \ \ \ \ - - \ \ - - - \ / USE PERMANENT DITCH pESIG - -- a I IFOR DITH #6 OW SHEET C16 FOR QWD /DIMENSIONSAND LINER \ IV 88 \ \/ \ \ A 1 \ 1 I \ \I ST g8 \ \ \ \ \ \ \ fr v\ \\ / vv ✓ 1 �1461 GO E&v. V v ` \ - / / / / / 1 I V \/\ \ \ /y \\_ �\ \\ \ 1 / /--- ��AGING/STOLICPILE EA\\ \\\\\\1/T V \\ �Gs � �00 - -c_- -- CN #� 88 //© p �'Ap 3 p\\\ e2 \\ \\ \\ \ \ \\ 88 \\ \ F8"PV �y 1198 'LF 24" DPE / 90 LF 8" pV \ \ \\ AS IN 584.5 \ 90� 98- I I IN�/. IN80.001 / _-INS/.-Ilt-5ff3 0 �`p \\ pINV. �I I V. OUT 72.50 / INV. OUT 5 2.50 \ \ IOSE PER►AA ENt DITCH DESIGN\ �\ \ ��\ \ \ I I // 94 92 / \ r 1 I FOR DITCH N SHE T 016 1 I I j1� 9 - \ \ I FOR C\WD VI EN IONS ND LINE / _ � T-� \ 1 \ y d 90 -� // p \ \ \ \\\ % -` - �- 26+ � -I \ � 24+ 0- \ � � , 87s � on �y V I I v c v vv� / o0 \\ \ \�-- _ / - � I II 1 I 11 \ - • �o. � � � / \� �j x x \ � �_# ��\ C p \ \ � \ x x _ �\ �. \ \�\ 4 A T -� \ \ 050 SF GRASS FILTER U \ \mom\ \ \` \ \ \\ \STRIP PRETTIN M NT / \ \ \\ \ • 1 }LF SCH 4U PRETF�\ATMENT \\ \ \ vv- T�rnl �pv�cH IN x�vyy vv [ 3o LF caN 1 \-76RF. 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TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION VS 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - - - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. COUNTERSINK 68'-NOTIFY \\ \\ \\ \\ // % \ \\�\ \ 1 1` \\ \ \ \ I�'11 \ \\ \ cn ENGINEER OF ANY GR� \ \ \ , / I ` \ \ \ \ �\ + \ y \ \ I 10 / ` \ DISCREPANCIES PRIOR TO \ \ \ \ \ / I \ + \ \ / \ - \\\ �// / e / lA l / I I I I I W h - SETTING PIPE \ \ \\ \\ \\_- // / \ ` \+ ® \ \+ �j \\ \\ \--------- -. v _� _ v v� v v vv _ SHIMP \ d o �{ I I , \ \ \ / \ + \ !\S \ \ \ - o / \ \\ i \ ENGINEERING2- \ \ / ao 1521 / I I I I / i--,\ \ \\ \\ \\ / \ /-000\\ \\ �\ \\ \\ \ \ LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 \ \ 0 \IL I \ \ \ _LIMITS-0F DISTURBANCE r 11 66 qC II I \\ \ \\ \\\ \\\ - -- --_-- CHARIATTE_SVH.LE VA, 22902 JUSTHJ@SHAfP-ENGHJEERING.COM \ \ \ 1 \ \ \- - - - - - - - - - U - �F1'P. DETAIL ON SHEET Cx \ \ CWD DIMENSIONS AND LINER \ \ \ \ \\` \ - \\ \ \ \ \ \- 5 _ v IMP \ 6 y\N-0 \HFD SIGG�S\DI H ��` AFOR V - - - - - - - - - - - - --��` - -- - -- \ +\\ \ \ \ \ \\ \� \\ \ \ - 00STREAM BUFFER- \\\ + \\ \� \\\ \\\\\\\\ \@�\\DI TURbANC& = 11.�6\AC // \\ \\\// //' �-��, \ \ --- \ \ \\ \ \\ \ \\\\\\\\\ \ \ \ \ \` \\ ---- \ / I '-\- \ \ VSMP PLAN FOR �- \\ `\\ `\ ; \\ \ \\ \\\ \ - \ I ---' \ \ CASTALIA FARM \ \ / / + \\--- \ \ \\� \\ S�AGING/ST I \\\\\\�\\; \ \ \ \\\ / \ \/ - / ^\\ WINERY CO ItV* ' IN 50600 LF \�- \) \ \. \ \ \ \�\\ \ \ I \ \ \ /�..._ _ �.�J-.i��` 1 / > i \-•/ ( - \-- OUT 505.00 /\+ ) 'k\ \ \ \ \ \ \ '\ �419,S�GRASS FILTER TRI \ � 8 LF ST-SCH. 40 -< ` r_ - - ..; _ �= - --...-.__ -- i - - \ ALBEMARLECOUNTY' VIRGINIA v v V A v v v v o v v_- / \ - / \\ RF. PVC?UNDERDR%dN JI \ - � } / / / kRf2�L�EENT A ERx 571.50� �® SUBMISSION: 2022.02.07 _ ------ - \ ' a'400 SFj BIOR�/fEN ION 1 II \ \1 \\ rFILTER'MEDI/CDEFTH, TP 7 I \I \ ---- \- --- ___ -_'\`\ �- \ \ \\ r(- `..J I \ 0EV15�4 KEPT TOP 5741/ 0 I �I V A �\ --- -_- -- ITS / , - H z 2022.05.27 ER 3 �i\\ / / // �� ` �- I� \ -_ _ _ - ---- - _ -\ �\ \�- \\\ \ \ \\ \\ \/ r 2022.06.20 /Qi X,- / / VATION WELL ` .. x I ST T M P 6 5 11 E _ - = - -' � \ \ \ 2022.07.21 F/GRAS FILTER/ STRI / / /2022.08.29 _ \ `\ \ \ \\ \ \\ 2022.10.03 PRET,REA ENT ARE / - - - ' i - _ - \ \\ - \ - CASTALIA-CISMONT �/ AIL OJT �� / PERE PVC EIAHAIDF /� - ` / I I� ��J i / 0 / i \ i 32} LI�CONG. ,WEIR _ �� \ ` \ \ -` \\\�\\\ \a, \ \\ \\ FILE N0. -_---- __''/ / / �� , ` 576.50 - I N VESTM ENT LLC --\ - 21.060 I _- - I E & S PLAN PH2 \\ \\ \I \ LIST STORM GFIIQT6� / f, / / / // / / / / / ,/ ,h \ / \\ \ \-RIM=604.9 / / / / / / / / / / /' , // 0 50 100 150 C 1 1 Scale: 1"=50' -------- /' / / / / \ / / , / / _/ // / / //----------' -/ UP tL -----___ � \\ \\ \ J..\\ I `§ 1 •�, \ I \ I 1 \ 1 1 I ( 1 \ � I I ��---\,__� -' \ - - -'- �/ // I I I I I \ 1, I\ \\J II , I / __ \ ��a F \ \ \\1 vv-----�i- �0 v A Av / 1 �' \G� 8 SE PERMANENT DITCH D GN 000 / \ \ DIT� #g DITCH #8 ON SHEET�C1� g8� \ \ - QQ��22 1 ',/- \ \ �OR►CWD DIMENSIONS AND LIN�R I \ jS \\ \\ \ \\ \\ \ \ \ \ \\ \ 0 go 06 \\\ \\ \ \\ \ Og\\ \ f a \ \\ \\ \\ \ \ \ \ \ \ E0 \ \ \ \ \ \ \ \ \ co to t0 02 / I CO \\ \ \ \\ \ \ \ \ \\ 600_ \\\ ! Q CID s \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 00 SE TYR. DETAIL ON �HEEY, C1� O CWD DIMENSIONS AN LIN \ a) SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION �W 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST ozaaz 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - - - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 5. CONTINUE ROAD GRADING. 6. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 7. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 8. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. / \ 5 AGING/STWPiLE 'EA\ \ \ \ / \ \ \ \ LID / 90 LF 8" PV ^ \ \\ \\A5 o IN. 584.5 \ \ 9� \ 9 \ 9 96 \\\ \ \ ` \ \ \ 1 1 1 1 \ \ \ \ \ \ \\ \ \ \ \/ \ \ \ �- _ SHIMP �f(Ql'Pll \ �O \ INV. p�lT 4.0 2 \ 4 --INS.-Inrss3 0 - _ \ \ � \ ♦\ \ \ 1 1 1 1 �n � \ \ \ \ \ \ \ \ \ i \ \ \ / / INV. OUT 5 2.50 \ �- -86 _ _ _,_/ TCH\ \ ENGINEERING2. 0 - _ 3+00 g LF\12' DPE �22+00 �- --� - 1 \ - 41 \ \ LAND PLANNING - PROJECT MANAGEMENT \ 02 +00 _ Lo BO -_�$ 6.00 - \ . \\�\ - '� \�O\��'f r� \\ \\ \\\ \\\ \\ \\ i- \II \\ ✓\\\ \�\\\\ \ \ / _. - - 78 \`• 17+ 1 t \ \ \ \ \ \ \ n \ \ \ \ 912 E. HIGH ST. 939 227.5190 \ i \ DITCH \ L.._ S�\O \ \ \ \ \ \ 1 1 I \\ \ \ \� 1� � - \ \ \ \ \ \ \ \ \ I cHARLOTTF_SVH.LE VA 22902 JHSTHJ@SHAfP-INGHJEERA]G.cOM \ \ _ \ \ ITCH /._ \ +,! \\� 00 \\ \\ \ \ I 1\ r \2\I \\y \\\ / 0 \ \ 1050 SF GRASS FILTEF� \\ \\\-- '\ \ \ '\. c0\\ \\ \ \ \ \\ P\ \ I� \�\ \ / lam►, M NT / \ LQ \� \ \ \ •• + \STRIP PRETREATMENT \ ---_-----.-__ ! i\T/4� _ sir 6X \�� \\LO 11\i--l 1 \ 1 LF SCH 40 \ \ - -- \ \ '• ! `•�• `". �i.\�` `�t I 30 LF CON \ r�76y /X ELEV.® IQF. �VC UNDD�RDRAIN \ \-b9D----\ \ - \ \ \ 1�' / \ +\� \ 1 cpN -- _ \ �� \ / c \# \ \ \ \ \ t / 1611 TEfil-IAE D PTTH, PSI576.00 \ \/___\ \ V+ I c0 \ 1 I I / \ \ \ \\ / -_. �Nt. 14 0,\ \� \ IMIT8'{�-DTSTU 11.66 C �► z.5Prt-I. roPls7a.00 \ \� 1 Al � O0 1 I 1 / - \ \ \\ \ \ \ •�1 !✓ ST / / \ \ A - \ 31.5' LF CONTECH ALUMINU \ \ \� 2 USE ANENT DESIG S +` cV # \ / u D FqqR CH #11 N SHEET C16 \ \ 1 / \ \ \ \ \ \ x \ \ \ \ �Oj� V IMENSIONS AND LINER 1 n , BOX CULVERT 8 \ o pp \ \ IMP \\ \\\\ \\\\ \\l\\\ \i%°f�� i 1 1 1 \ 1 1 \ \\ 1 1 tf') OI \ 102 SWITH HEADWALL 46S \\ 1\!\ I .N �i51g3 -\' \\ \ S� -140 _x -x NAI +----- 6 100 00 x - - \ \ \\ IE 1/ / \ s\\ _\ \\ \-\\ \ 1.66 VSMP PLAN FOR ---- 3 sCASTALIA FARM WINERY \_\J-` \\\ '\\\ � � �\ � I `�•\� I \� 11 I \ 1 � I �����/ � � I� \ � /- -\I\I \\ `\\�\ \/ i \I ��i l ���+/ Q x� i /\ O� h \ ALBEMARLE COUNTY, VIRGINIA SUBMISSION: / \\ - --_ \\ � -- � \ /, /� / I II 1, I I __ � � 2022.02.07 / // I \\ -`-_ _ \\ --_- / \ \_ \ \ \ s \ \ i' / / \off \ Mill -`\ REVISION: J 9 1111 \\ \ 1\ \ 9A J \ 2022.05.27 -r 2022.06.20 ; � 2022.07.21100' 4STREAM BUFFER \01\ 2022.08.29 / 2022.10.03 FILE NO. UPS 21.060 - o� TM 1 /�I i / oce JAG 11 E & S PLAN PH2 CA5TALIA-CISMONT \ ----- \\ I N VESTMNT LLC - - / \ - / \/ ,-i�/ %�'/J/ \ 50 0 50 100 150 ----------------------------= , \\\\ \\\\ 'I \I ��� \ DB 4881 PG 413 - \-� J \'--\- /'U P ��� C12 / l Scale: 1 "=50' goo mmft SOIL EROSION & SEDIMENT CONTROL SYMBOLS cos � \ �� / \ � \�'\ \\ \ \ \ \ \ ` \ \ \ `\ � SYMBOL N0. TITLE KEY \\ 3.02 CONSTRUCTION ENTRANCE PC -7 114*91 3.05 SILT FENCE SF \ \ \ \ X X r \ j o - 1, I 11 1 /^V Av � Av � vv v A v v �� � ' / / i /' /' / /' / /' / � ,v ' - \vim � ♦ � \ v\ \ vv _ �_ I � v\ \\ \ \v v�`A 3.09 TEMPORARY DIVERSION DD \\ \ \\ \\ \\ 3.11 RIGHT OF WAY DIVERSION00,9 �W \\\ \ \ \ --- __ \ v \ \ _9a � \ \ \ \\\ \\ - �� \ \'�, \�\\Lv 3.12 TEMPORARY DIVERSION DV \ \ \ \ Lu 3.13 TEMPORARY SEDIMENT TRAP ST _ g2 \ \ \ Fj \ \ [DRAWN TO SCALE] - - - - -- -- - - - - - \\ 06 ♦� \ \ \ U) 3.18 OUTLET PROTECTION OP lJ 3.20 ROCK CHECK DAMS CD O I / 88 e \ \ \ \- \ \� 3.22 VEGETATIVE STREAM STABILIZATION S� o \ \ \ \6N3.23 STRUCTURAL STREAM STABILIZATION S 40'' o - \ � 3.24 TEMPORARY STREAM CROSSING SC + \ o \� \ \ \ \ \ 3.31 TEMPORARY SEEDING TS + f +,+ + + + + + +_+ + + + ` ` 1.10AC MITIGATION AREA \ r /ri l ,,/�,/w / / \ _, �\ `° .' \ \ \ ♦\ \ TS \ / \ \ \ WITHIN STREAM BUFFER `° \ \ \ \ \ ♦ _ 3.32 PERMANENT SEEDING PS + -'Na \ \ \ +\ \ \+ +\ q + \+ + .... + + + + + + + +\ \ �/ \ \ \ \ \ \ \ \ _ \ iv 3.35 MULCH MU 1 I I 4 I+ + + +\ + \ \ \ _ / / I \ \ \ \ \ \ \ '6pp,\ \\ \ DC 3.39 DUST CONTROL DC / / I I I I +I+ +�+\ +\+\ + +\+++1 ++�-++++++++++++++++++\�+ ` \ \ / \ / \ 1/ 1 �148' I V. NDP584I%E / \\ \ \\ \ \\ \ \ \ \ \\ 00i\- If /+\++\+a\++\ '\++\+++t++ }+++++++++ ++\+++++++t`+ \\ \\� ^' \ LIMITS OF DISTURBANCE + + I+ + + I+ + + + + 1+, +/\+ + + + + + + �, \ \ \ �I o \ \ \ \ \ \ \ \ \ \ 9 _ \ SEDIMENT TRAP DRAINAGE AREA I I I II + d +1 + # + + + + +. �+ + + + + _ 8g / \ --goo '7� T`-� jIi1CH # I /88 / 3510 X� 3 2so \, a7. \\ \\ \\ \ \ -. I I I +1+\+\+\+\+ + + +I+ + -II+ +I+ + + + + + + + + \ �1 / \ \ \ A5 F8 PV \ 9 \ \ 96 _ �� I I \ + ++ +\+ ++\�+.++++++.+++ +++++++ + \+ + \ \ 1198 KF 24" DPE 90 LF 8" PV--_ \ \ \ \ O INV, 5,8 \ u 92 94 SEQUENCE OF CONSTRUCTION - + >. __ I I 1 \ +1 + +I +\+ + + t + + /+ + + + `� -. j �98- I�JV.NOUN 5 Z.50( / INV. OUT5S 2.50 \\ \\ 0 \\ INV. 0�1/� 4.0 '8fi _ ___ -�� \- +�+}+ ++\ +\ +k+++/++`++ + _ tea-- ._., ' %' 94 2 , I \ I I I --- _ 7 PHASE 3 +�+\ +�+�+ + ___ - ___ _ - / \ \ 1 I�2� �� \ \ 1s5\ \ \ \ 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO I # IP ( \ \ �I-r -I-mow- I - -- - �+- \ \ _ 26+ou \ \ \ 2�+00 I w / 24 0- -_ 3+00 9 LFV2" DPE `22+00 � \ �+00 � �-Ojry _ - -� FINAL DETENTION POND DESIGN. \ \ / 2. CONVERT SEDIMENT TRAPS 1 AND 2 TO DETENTION PONDS. 3�� BE 80 \ V IN .6.00 A V A 20+00 19+ 0 # # \ v v 3. CONVERT SEDIMENT TRAP 3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS 78 ACHIEVED TEMPORARY STABILIZATION. M 7o \ DITCH ft 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT 1 I A �g�D v V V A�\�� �' _ 1 •V•'•• 1050 SF GRASS FILTER SEEDING. / A cc cc h A� V A 4 fA lTE i J •. • + TRIP PRETREATMENT \ _ 0.55 AC DISTURBANCE \ V sTRIb PR6Ri� M NT v � A� LF SCH� 40 A VDRIVEWAY ---- 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION " \ \ CON ���isy_/OX ®PRF.�vc UND\RDRAIN \ \ 2580 LF 20' PAVED DRIVEWAY �590___ OF ALL SLOPES AND GRASSED AREAS. WITHIN STREAM BUFFER \` \\ + 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR A 72.50 � 7 \ 6 8 - 0 V A V A I \ TO WORK COMMENCING. 4\100 F B ,RETENTIH, TOP 5 6. �/ \ \ \ t ( ) FYLTE A DEPTH, P 576.00 \ \ \ �---- '-___,�-- 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. / o Al + + + +\+ + \ / \ \ \ / �? \ -- 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY \ \ / \ ` 2. $' T E�EPTH, TOPI574.00 \+ � 4 � � R cW\L+V�R� \ \ \ / / \ 1 \ t \ I / � FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. + +/+ k �f.d+RE�D 5ND+SEg71pN4\` 1 ) \ \ 162 F 6" SCH. +0 PVC \ \ / i l/l r + �. + I+ + + +1N1b IN-5$7.5b + *�\ \ \ \ _ _� \\ \\ I \� \ \ \ \ \' 18 B \ INV.4yN 572.50 \ \ \\ - /�+ + + ... + +� + + +I(�, b0a'5�a#.Qd + \ \ \ \ \ 1 \ \ \ \ 1 �'- \ I� INV. QUT 570.00 \ \ \ --------\-/ \l / l / ■■■f l lNN / l / Io N= �' I / /i nI /// ¢ I / 8I / / / II /l I l l l l 'A/` "/ / I `l / II IO��I+ II V�I.I+I I�+I+"II+O+It 1 +I f/%I +' +. +��+,'FG+\ a+S/$E+ E+O+-AN�-Y+ ++ + +,NT \\ �V T\vE\N\ \T\ \IA OT\ \ \P\O\\Nv D 0 I+I + + +++}+\+DIS6RESANCIEfi PRIOh 4. TOM EL V572.00 72.00 + I+/IO +N+QJ r+�PE+ \X6 +I+ CIO+�++A 4tI+tt)+ 41 +l+++'T _k1M EI-EVA575.0Q` \ ,-, - ---_ _" _ rB� - 1111 I SHIMP + t ✓+++1++++ ++++++ o I +/+0)t++++�+/++ ++/+ I I -x-------- ENGINEERING2. 0 1 I I 1 1 1 I+ L W+ + + + + +. A+ + a+ �+ +h+ + + +� PLANNING PROJECT MANAGEN I++I d +/+ +/ + 3vI6.PI+I +1 + /+ +/ m 52 569\NO.09 912 E. HIGH ST. 939.227.5190 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM Y\ 50 0 50 100 150 M1 -LT_S-OF DISTURBANCE r 11.66 q0 I Scale: 1"=50' / I I I \ \ \ \ \ \ \ \ \ \ 1 � \ \ \ / I I I Pl- •H \ \\ \\\ STREAM BED AND BANKS SHALL BE STABILIZED WITHIN C? \\ v \\ \\ \\ \\ \ 6'1 \\ \ ,/ 7 DAYS FROM THE START OF BACKFILLING. NOTIFY U IMP D \ \ \\ \ \ \ \ 5l \� \ / ALBEMARLE COUNTY INSPECTOR. i . N 45183 BUFFER AREA DISTURBED: ;� / 24.050 SF = 0.55 ACRES DISTURBED WITHIN 100' BUFFER �SloNa1 ENo' / \♦\ \ \ \\ \\ \\ \ \ \ \ --- / o \ \\ \ \\\\\ \�S� \ / MITIGATION PLANTING CALCULATIONS: ----- J •0.55 AC AREA DISTURBED WITHIN STREAM BUFFER \ \ \ \ \ \ \ \ \ \\ \\ \\\\ \ \ \ •1.10 AC REQUIRED 2:1 RATIO MITIGATION AREA (2xO.55=1.10 AC) ___ MITIGATION SOLUTION REQUIREMENTS: \\ \\ \\�\\� \ \\ ----- -' �' RECLAIM 1.10 AC OF STREAM BUFFER BY REMOVING DEAD TREES AND INVASIVE SPECIES. /' 1 0O VSMP PLAN FOR STREAM \ \ / MITIGATION STRATEGY: CD \®� \DI�TUR�ANC& = 11.� AC // CLEAR DEAD TREES AND INVASIVE SPECIES AS DIRECTED BY A CERTIFIED ARBORIST WITHIN THE CASTALIA FARM STREAM BUFFER. WINERY MITIGATION OUTSIDE OF STREAM BUFFER: o / 130 V. N 1 z PVC ��C1 1 1 \\ \ \ ` \! \ \ \ I \ \ u c _ LEGEND ALBEMARLE COUNTY, VIRGINIA / / \ x 17 INV. 506.00 $ �1 / 1 ! \ \ \ \ \\ \ I ' G , °uT sos.00 \ \ \\ \\ \ \\ \\ \ \ o \\\\ _ _/ ' SUBMISSION: 1240 GI�AS� F�''TER TRI \� 8 LF 6'1�5CH. 40 f / �7 / / \ E.PTkNT� A RE. PV�?UNDERDR\RIN ,� __i 100' BUFFER DISTURBANCE 2022.02.0! \ 571.5q � \ MI NC ANDPIPE / \ \ \ \ .50 -' k/ MITIGATION REPLANTING +++++++ REVISION: 20 LF GROUTED + + + + 2022.04.14 \// / ' ' / / / / I I EMERGENCY SPILLWAY, / \ / I / // / / 2200 SF/HIOR /I LNT�ON 1 \ \I \ \__ - J/2022.05.27 ELEV. 574.50 -' _ _ _ _ __ ---. FILTER' MEDIC DE TH, T P 7 _ 3' STONE EPT %TOP 574. 0 I _ \ i� - -- = ___ STREAM BUFFER 1 2022.06.20 /r / I P ` 30 LF 2 "�HDPE 1Nu - - - - - 2022.07.21 Nv!our 57se0. _ - _ _ -- _ PROPERTY/LOT LINE 2022.08.29 - 2022.10.03 OB VATIOfJ WELL ,•) NV. IN 571.5D �- TM P 65- 11 E / / / / rrINV. OUT 571.00 i / // / 340 ��GRAS FILTER/' I , •� I Tx(�fl QND ��--/ PRET,REA ENT AR E'P i' �� �, } ELEV.572.00 -1, CASTALIA-CISMO FILE N0. �/ �� / �� PER& PVC EFARAll�4 / 21.060 �°�,� 0/ C I s 0 \ L�cONC. WI / / / / / �p / t .576.510 , �- INVESTMENT LL ��� - J E & IS PLAN PH3 / ucr STORM GNT61 , �/ / / / / / , ,� od MITIGATION PLAN \ \,,21M=604.9C13 / , 1 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY \\\\\ NNN `11 0 \\III\ 0604 \ A A c \ \ \ \ \ \ \ 1 S102 vv V AV v -600 �vA A A/ I cpVAS 00 00 CO 4A, Co IN V\ 584.5 \ \ 90 \ \ _ \ - \00 \ DINV. 0\lT 4.0 92 94 \ -� �\ \ \ ��\ \\ \\ 1 1 1 11 to \ \ co \\\\\ \�\ \ \ \ \ \ \\\ \ \ \\ \\ / \\ \\ \ +00 20 00 19+ 17�► 0.46 AC MITIGATION AREA \ - _ _IT_ STREAM BUFFER + `..+.+. \ WITHIN k1M05O SF G4ASS FILTER, \ \ \ \ \ \ \STRIP PRETFkEATMENT \ ----_--_-- y\ ITCH # '' _ 6 \ `.,..� x \ \ co A \ V A V A + + + + + + + + + A 1 \ -4- UNDERDRAIN \ \ \ 2580 LF 20' PAVED DRIVEWAY - 590- - - - \ - \ \ \ \� / \ \ \ I cO N 1 \ y \ \ \ \ .+ + + + + + + + + + �� 1 \ \ I \ I +++`++++++++++++++\\\ \\ ION\�ASIN #2 \ \ �� --_- �\\ \� \ \ \ // 1 1 \ \ 1�1 \ \ \ 1 1 / + s .+ + + + + + + \\ \\ 0.23 AC DISTURBANCE WITHIN WP-2 LI& STREAM BUFFER TH, P 576.00 \ - - - - - \ c0 \ 1 1 TOP 1 574.00 \\ \ - - - - ' - - \ iggC`�- 1 I IMITS', -DTSTQ 11.66 C 1 1 1 A\ �, / + + + � _t . _+ + + +f \ \ 5" SCH. }0 PVC \ _ \ �" I / + + + + + + + + + + + , \ - T 5700 \ \ \ \ _ / / / \ \ \ \ \ / \ \ �\ / \/ III `` \hS 1 \ `\, I \ �I if1 h ' / + + + + + + l- 6U UM ALURr i + \ i �' = vDOT CG-11 _ \ \ \ ` u + + + + + + + + + + + y� \ \ -'' ` \ \ \ I to + + + + +31i5 !F CON�TECH P'LUMIN T 570.00 \ \ \ \ \ \ \ I I 1 N / # �O FNTRANCE POND \ \ -_ \y/ I 1 + + + + + +�+� + 6sox3 V. 572.00 \ I 1 I A 1 I + + + + + + + + = 1 --------'�_I�\�� \�� `� \ \ �, r,� \ 1 y \ \ \ \�, 1 p + + + + + Jk1 HE 04WA4L + -\ \ \ \ 4 d' x+ + + + + o4 + M XUR + + + + s \ 548-'_ \\ + kp0 I►: \ j \\ \\�\ \ \ \ \ I I r \ I \\ + ` \ \ \ x + + +LLI \ \ \ / +l \/oF ,\ \\ \ \ _-- wl� -\\\ - -\\ ---- /// -- \\ \\ \�\ \� \ III \\ \\ \ \I 11 11 50 //46 LLI- \ \ I� 1 / \ _ \( \I I \PEFEF IVC LINQE I �\ \` \-------------- `-\ -\-\\ - ---- / J/--- ----\` \ \J\-\ '\ ^\\\I 152 1 II� DE52TI .E --- r //I`S4 �F 4\' SCH. PVC! /F'� l // l II I111I1111 II I IN�I OUT 545.50/ BUFFER AREA DISTURBED: 10,100 SF = 0.23 ACRES DISTURBED WITHIN 100' BUFFER MITIGATION PLANTING CALCULATIONS: •O.23 AC AREA DISTURBED WITHIN STREAM BUFFER •O.46 AC REQUIRED 2:1 RATIO MITIGATION AREA (2xO.23=0.46 AC) MITIGATION SOLUTION REQUIREMENTS: RECLAIM 0.46 AC OF STREAM BUFFER BY REMOVING DEAD TREES AND INVASIVE SPECIES. MITIGATION STRATEGY: CLEAR DEAD TREES AND INVASIVE SPECIES AS DIRECTED BY A CERTIFIED ARBORIST WITHIN THE STREAM BUFFER. MITIGATION OUTSIDE OF STREAM BUFFER: N/A LEGEND 100' BUFFER DISTURBANCE MITIGATION ARREA (INSIDE BUFFER) +++++++ STREAM BUFFER PROPERTY/LOT LINE 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION S� 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - _ DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. 12-00 wow S woo+ + + +\+ + + + + + + + ENTION R\OND / +++++/ x OTTOM ELEV.\54 . 0 t3 STONE AT 6" DEP`Hy OP ELEV. 546.50 8 \ / U P \ `Y.HOPE � /a \ X �SINV.L IN1546.00 O \ d\\OUT 545.00 U P 4" emp STAid6PLPE RIM ELEV. 549.00 2" ORIFICE ELEV. 546\5Q 50 0 50 100 150 J OTE: STREAM BED AND BANKS SHALL BE STABILIZED WITHIN 7 DAYS FROM FHE START OF BACKFILLING. NOTIFY ALBEMARLE COUNTY INSPECTOR. Scale: 1 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM S�,1y OF O� A v IMP i . N 45183 -SSlONAI ENC\ VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PH3/ MITIGATION PLAN 21.060 C14 VDOT #1 - COARSE AGGREGATE 6' MINIMUM TYPICAL GRAVEL STRUCTURE 1 � RIGHT OF WAY DIVERSION C15 Not To Scale EC-3 MATTING KEY IN 6" 10% SETTLEMENT y 1' FREE BOARD Flow 18" MIN. -Flow I TYPICAL CLEANWATER DIVERSION 2 CLEAN WATER DIVERSION (CWD C15) Not To Scale Compacted Soil 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. 4 MULCHING MU C15 Not To Scale 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 / r 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 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) r-5-�� SILT FENCE (SF) C15 Not To Scale 3 ) DIVERSION DIKE (DD C15 Not To Scale VDOT #1 COARSE AGGREGATE 6" DEEP 1 /2 DIAMETER OF PIPE OR 12 WHICHEVER IS GREATER ELEVATION VDO' AGG' '110I IVE Mike CAPACITY OF PIPE CULVERTS TOGETHER = FLOW EARTH FILL COVERED BY LARGE ANGULAR ROCK FILTER CLOTH GULAR TR .L EC-3 MATT KEY IN 10% SETTLEMENT I I' FREE BOARD Flow VEE-SHAPED DIVERSION 9 ) CHANNEL DIVERSION C15 Not To Scale TABLE 3.31"B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (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 1a TEMPORARY SEEDING TS � C15 Not To Scale if TABLE 3.39-A TOP OF BANK ADHESIVES USED FOR DUST CONTROL TOP OF BANK Water Application Dilution utio Type of Rate Adhesive Nozzle Gallons/Acre A i No e (Adhesive: Water ........................ ............. Anionic DIVERSION AND/ DIVERSION AND/ Asphalt Emulsion 7:1 Coarse Spray 1,200 OR SWALE OR SWALE PLAN VIEW Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 ICE: VA. DSWC PLATE. 3.24-2 Acrylic Emulsion (Non -Traffic) Acrylic Emulsion 7:1 Coarse Spray 450 8 TEMPORARY STREAM CROSSING (SC) (Traffic) 3.5:1 Coarse Spray 35D C15 Not To Scale 11 DUST CONTROL (DC) C15 Not To Scale ORIGINAL GROUND ELEV. \FILTER CLOTH \ ORIGINAL (EXCAVATED) GROUND EL=A Bottom Surface Area ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE{{ CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) �- DIVERSION DIKE Go SE AGGREGATE" EXCAVATED FILTER CLOTH AREA �� ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data Weir Wet Wet Vol. Bottom Dry Dry Vol. Top SA No. A B C H (fl) Z (ft.) Length (Aa) Vol. ( R) Cy SA (sq. Vol. (ft2 ) Cy (sq. ft.) (ft.) (Req.) (Prov.) ft.) (Req.) (Prov.) 1 568.0 571.0 573.0 3.0 2.0 10.5 1.74 116.6 3.0 118.3 855.0 116.6 2.0 119.3 1947.0 2 569.0 572.0 574.0 3.0 2.0 16.0 2.66 178.2 3.0 193.0 1464.0 178.2 2.0 180.0 2850.0 3 544.0 547.0 549.0 3.0 2.0 4.0 0.61 40.9 3.0 41.4 253.0 40.9 2.0 52.5 925.0 4 579.0 582.0 584.0 3.0 2.0 12.5 2.08 139.4 3.0 148.2 1100.0 139.4 2.0 143.4 23 X s�)TEMPORARY SEDIMENT TRAP C$ Not To Scale EC-2 or EC-3 Lining per Ditch Calculations on C16 12' 12 TYPICAL DITCH DETAIL C15 Not To Scale CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW USE STONE FOR ALL CULVERTS OPTIONAL STONE COMBINATION 1.0' 1.5' ' FLOW - 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED FLANNEL L a d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) do ✓ PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a o%-> d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GA13ION 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 utfall # La ft W ft Do in Do ft 3Do ft d50 ft d50 0 14 16 24 2 6 0.5 6 1 20 23 36 3 9 1 12 14 16 24 2 6 0.5 6 6 6.67 8 0.67 2 0.5 6 6 7 12 1 3 0.5 6 5 6 6.67 8 0.67 2 0.5 6 6 20 23 36 3 9 0.5 fi 7 OUTLET PROTECTION (OP C15 Not To Scale STONE CONSTRUCTION ENTRANCE 70' MIN. A FILTER CLOTH J 6" MIN. I A I SIDE ELEVATION B 12- MIN. 7V MIN. 1a I-VDOT #1 COURSE I POSITIVE DRAINAG AGGREGATE B TO SEDIMENT TRAPPING DEVICE 'MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A SECTION B-B EXISTING PAVEMENT s:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. IV MIN. SOURCE: ADAPTED from 1983 lla land Standards for Soil erosion and Sediment Control and Va. DSWC Plate 3.02-1 ry . 14 CONSTRUCTION ENTRANCE (CE) C15 Not To Scale SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTHI@SHAtP-ENGHJEERING.COM ,44tipL 111 OF 2 v IMP i . N 45183 O SSlONAI EAV N`` VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S Control Details 21.060 13 CULVERT INLET PROTECTION CIP) C15 C15 Not To Scale 1 Bioretention Basin #1 Gravel Bottom Elevation Soil Media Bottom Elev. 571.00 574.00 Filter Surface Elev. Top of Berm Elev. 576.00 576.50 Standpipe Detail Standpipe Rim Elev. 36" Conc. 574.00 Underdrain (Pert PVC) Primary Spillway 6" Inv. 571.50 32 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.00 10-yr WSE 576.62 100-yr WSE 576.99 Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 3761 564 580 4.04 AC Required Media Area 1393.0 Provided Media Area Trees Provided 2400 7 Shrubs Provided 14 Biofllter Sizing Calculations depth of stone 3.00 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1.2 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.6 1 Sum of equivalent depth 2_7 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 3761 1393.0 Bioretention Basin #2 Gravel Bottom Elevation Soil Media Bottom Elev. 571.50 574.00 Filter Surface Elev. Top of Berm Elev. 576.00 576.50 Standpipe Detail 36' Conc. Standpipe Rim Elev. 574.00 Underdrain (Pert PVC) Primary Spillway Length 6" Inv. 572.00 30 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.52 10-yr WSE 576.97 100-yr WSE 577.22 Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 9834 1475 1500 4.83 AC Required Media Area 3933.6 Provided Media Area 4100 Trees Provided 9 Shrubs Provided 23 Blofllter Sizing Calculations depth of stone 2.50 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.6 1 Sum of equivalent depth 0 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 9834 3933.6 COUNTY OF ALBEMARLE -J0 ' j- Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Table 9.4. Bromterdon Filter and Basin Design Crisuia Level 1 Design (RR 40 TP: 251 Level 2 Design (RR: 80 TP: 50) Sizing {Section C1Y. Sterna (Section U): c,�fff�}jyHAlrt2T+ary remaihmm vdTume -- =Ji1.251(Rv3fA3112T+arwt�aktine------ volume from upstream BMP from upstream BMP ------------------ Surface Area (sgft)_ gft)_jjj� Surface-Area{serit) eve tre--- ---�, ,educed by ,n ..,Mean. rurn l Storage Depth t Depth 1 mammrmrc nagear a- mms, orwith local aplauy up acres and a maximum of 50% imperw u , Maximum Panting Demflh = 6 m 12 irxhes z Maximum Porrdlno Depth = 6 tb 12 inches z -Fifffr a Depth nwman= 24 incires. Fluor medid minimum = mac s; recommended maximm = 48 irchafif feat recommended maximum = 48 i hrx esr fee4 Media & Surface Cover (Section GB7 = supplied by vendor, tamed for acceptable hydmWic Conductivity (o permeability) and plxx;pho us content Sub-sg6 Testing (section 6.21: not rheetled if airSUD n :One son prottle and two infiltration tests per facility tarp to 2,5001R underdaain used; Min iifi@ation rate - 112 of filter snaface}; Mm infiltration rate > 1/2 rrxhmaw in order to remove the untledmrn in order to remove fine unde dram requirement requirement. requirement. Unclentram & Undercurcurie Layer (Section 6.71= ScheduIe 4D PVC with clean oils, Underdrain (SecWn &T1= Schedule 40 PVC with clean -outs and a minimum 124nch stone sump below the invert OR, none, if sal drfilbation requirements are met (SoMon" i nfkw curb cuts, hench drains, cmhcermaled flow, or the equivalent Length of shortest flow pardChmrall length = 0.3; Length of simrlest flow palh(Oven di length = 0.8; OJT other design metods used to prevent short- OP other design methods used to prevent shod- circuiting- a one cell design (not including the pre- circuiting; a two -cell design (not including the beatntenf cefl). pretreatment c(80. Pre-beahaen( (Section GA)_ a preheahnen( Boll, Pre-treahnrnl (Sector 41.4) a Pretreatment cep grass fine slip, gravel diaphragm, gravel flow phi cone of the following: a grass titer strip. gravel spreader. or another approved (manufactured) diaphragm, gravel flow spreader, a another pre-treatment slrucbae- approved (manufachaed) pre-treatment simcture. once n Convevance&0verliewn Planthg Plan (Section 6.11) a planting template to an on : a plantingtemplate include turf. herbaceous vegetation, shrubs, dir include t, herbaceous vegetaton, shrubs, andVo trees to achieve surface area coverage of anxfVa trees to ashore surface area coverages. at least 90% wrtlxn 2 years, t using turf, must at least 75% within 2 years. combine with c1herlypes of vegetafloan4. Building Setbacks 3 (Section 5): 10 feet tdinwntgradent from building or level (coastal plaint: 50 feet duptgadient. (Referto additional setback criteria in Section 5) Deeded Maintenance O&M naai (Section St h Storage depth is the sum tithe 11ei9-Pstiemmnsily jaW) of the sail cads and gravel dryers multiplied by their respective depts, plus the surface ponding depth- (Section 41,1). 2 A poncirng depth of 6 Inches 1s preferred. Parting depths greater than 6 inches wit require a specific plarmng plan to ensure appropriate Wang selection (section s.81. 3These are recommendations for simple building foundations- If an in-grounda basement ogler speciconditions total, the design should be reviewed by a licensed engineer. Also, a special fooling or drainage design may be used to justify a reduction at me setbacks noted above Table 9.6. Bioretention Marginal SpecHicatlons Material specification Notes Filler Media to conlain F is ilter Media M 85%.98% sand The volume of filter Media based on 110% d Composition • 8%-12% soil fines of the plan volume, to account for setting • 3%5% organic matter In the form or compaction of leaf compost P-Index range = 10-30. OR Filter Media Between 7 and 21 mg/kg of P to the The media must be procured from Testing and media. approved filter media vendors. CECs greater than 10 Mulch Layer Use aged. shredded hardwood bark Lay a 2 to 3 inch layer on the surface of the mulch fitter bed. Alternative Use river stone or pea gravel, coir and Lay a 2 to 3 inch layer of to suppress weed Surface Cover lute matun , or turf cover growth. Loamy sand or sandy loam texture. Top Sod with less than 5% clay content. PH 3 inch surface depth. For Turf Cover corrected to between 6 and 7. and an organic reader content of at least 2%. Use a non -woven gectextile fabric with Apply only to the sides and above the Geotextile/Uner a flow rate of > 110 galJmin /sq. rL underdraln. For hotspols and certain karst (e.g., Geotex 351 or equivalent( sties only, use an appropriate liner on boftc m. Choking Layer inch layer inch err stone ([ypirally #8 « M w shed ravel). which is laid over the underdmin stone. Stone Jacket far Underdrain 1 inch stone should be double -washed 12 inches for the undendrain, and/or Storage and clean and free of all fines (erg.. 12 to 18 inches for the stone storage layer, Layer VDOT #57 stone). if needed Use 6 inch ngid schedule 40 PVC pipe Lay the perforated pipe under the length of Underdrams, (or equivalent corrugated HOPE for the bioreteniton cell, and install non- Cleanouls, and nucro-biorelention), with 3/8-inch perforated pipe as needed to connect with Observation perforations at 6 inches on center; the storm drain system. Install Ts and Y's Wells position each underdrain an a 1% or as needed, depending on the undedmin 2% slope located nor more than 20 configuration. Extend cleanout pipes to the feet from the next pipe surface with vented caps at the Ts and Ys, Establish plant materials as specified in the Plant one tree per 260 square feel (15 landscaping plan and the recommended feet on -center. minimum 1 inch plant list. caliper) In general, plant spacing must be sufficient Shrubs a minimum of 30 inches high to ensure the plant materiel achieves 80% planted a minimum of 10 feet on- cover in the proposed planting areas within Plant Materials center a 3-year period. Plant ground cover plugs at 12 to 18 t seed mixes are used. they should be inches on -center, Plant container- from a qualified supplier, should be grown plants at 18 to 24 inches on- appropriate far stormwater basin center depending on the initial plant applications, and should consist of native size and how large it will grow, species (unless the seeding is to establish maintained turf), LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Canopy Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) (SF) (SF) in 10 Yrs OLarge Deciduous Tree Quercos Phellos Willow Oak 2.5" 3 20 370 1110 Allegheny Small Shade Tree Amelanchier Laevis Serviceberry 1" 14 19 130 1820 'Majestic' OBroadleaved Evergreen Shrub Morelia Cerifera Wax Myrtle yT 2' Ht. 37 6 24 888 Total Tree Canopy = 3,818 SF NOTE: THE FILTER MEDIA SHALL EXTEND DOWN TO A DEPTH OF 4' FOR ALL TREES PLANTED IN BIORETENTION BASINS. A MEDIA MIX CONSISTING OF 50% SAND, 30% TOPSOIL, AND 20% LEAF COMPOST SHALL BE USED IN TREE PLANTING AREAS. Table 9.8. SuggestedAnnuai Maintenance Activities for Bioretention Maintenance Tanks Frequency • Mowing of grew fitter strips and bioretention turf cover At least 4 times a year • Spot weeding, erosion repair, bash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation density As needed • Remove invasive plants using recommended control methods • Stabilize the contributing drainage area to prevent erosion • Spring inspection and cleanup • Supplement mulch to maintain a 3 inch layer Annually • Prune trees and shrubs • Remove sediment in re -treatment calls and inflow points Once eve 2 th 3 cam • Replace the mulch layer Every 3 years - 'scbnkeiero - t''w'±,.retie; _� . w. • - . •. • �;. • ����0000hhmmhh Red ovhjr' E4gx �gy'�,�,�Ritar�uh•xoK � - - Y Rgure 9.4a: Typical Bloretention Basin Level 1 Castalia Farm Modified LD-268 Roadside and Median Ditch Design Form Side Slope Min. Max Channel Lining Type TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE 1 EC-2 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTI'F_SVIIH VA, 22902 JUSTIN@SHAfP-ENGINEER1NG.COM VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. SITE DETAILS 21.060 C16 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTI'F_SVIIH VA, 22902 JUSTIN@SHAfP-ENGINEER1NG.COM VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. 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