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Home My WebLink AboutWPO202200026 Plan - VSMP 2022-06-21LEGEND EXISTING -310 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x NEW 10 1.00' 10 �11�0 X0 5%I c x 5781X Tw 5rX ow 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 CASTALIA FARM EQUIPMENT OWNER (TM P 06500-00-00-011 DO) 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) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434-466-5634 ZONING RA DISTRICT Rivanna LEGAL REFERENCE Tax Map 65, Parcel 11 D Deed Book 4881, p.413 SITE COORDINATES 38.063242,-78.325562 STORMWATER FACILITY COORDINATES Detention Pond: 38.062470,-78.325736 Level Spreader: 38.063866,-78.325382 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste 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) EXISTING USE Agricultural PROPOSED USE Equipment Storage for Property Maintenance LAND USE SCHEDULE EXISTING SF AC % Impervious Area 42,659 0.98 1.9% Wood/Managed Turf 2,257,309 51.82 98.1% Total 2,299,968 52.80 100.0% PROPOSED SF AC % Building 10,600 0.24 0.5% Pavement 32,059 0.74 1.4% Impervious Area 42,659 2,257,309 2,299,968 0.98 1.9% Wood/Managed Turf 51.82 98.1% Total 100.0% Limits of Disturbance = 3.12 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: April 6, 2022 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. VSMP PLAN FACILITY WP02022-000XX TAX MAP 65, PARCEL 11 D ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1000' rnontanovastahles9 SITE ow-� Grace I Church Walke 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 BMP DETAILS C7 EROSION & SEDIMENT CONTROL NARRATIVE C8 EROSION & SEDIMENT CONTROL PLAN PH 1 C9 EROSION & SEDIMENT CONTROL PLAN PH 2 C10 EROSION & SEDIMENT CONTROL PLAN PH 3 C11 EROSION & SEDIMENT CONTROL DETAILS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 kn.u�� 3.Ilul' No. 45183 VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: 1IIIIAN01161 COVER SHEET 21.060 C1 / —\ \ / I , I I AVG. 4' HIGH WATER DEP \ \--� \ \ \ -I - ,------\\ ---- \ \ __ I 1 \ 1 II 65 lF OF IGH DISIORBANC \ \ ` 4 ) \ \ \ \ \ \ \ \ � � I 1 \ I I I \ / II / -- �� \ \ ` /^ \ \ -\ \ -\-,� , \ ! �___/ I 1 I I \\ \\ \ \ \ �\ $ ) r. \\ � - I \\ I\ II \\ \\ II \\ \ \\ \ \\\\ \r J \ \ \ \\\ \ \ \ - \ \ \ r\ \ \,. 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I _ _� / �/ / \ - \ \ _ , J \ I I I '- \ \ \ ../I 1 \ 11 /\ - I 1 \ \ \ I / \ 1 / \ \ - \ \ \ \ \ \ 1 1 I ) ' /-_/-\ ---' / / ' / / , / l , i \ - ' ) -\ \__ vim__ I' I \ / / 1 � 1 / \ L. l I / I I l / I /// �- Ii / 1 ` ' \ \\ `_- \\ / ( \ I � - /' , I / \ \ \ \ \ \ \ , / r' -___ /__- / /,/ / /' / I I I I I I I --- �, - \ I /, 1,,+\-_/-../ / / / \ r' \ I / / 1 \ \\ \ `\ \ \ \ \ \ \ \ - / / / I I I I \ __- ---/-- l _ I / / \ _/ /'' '_- . _ I _- - - ,) / I -\ ' / ' - I - / \ I / / _ /- I I I I I 1 1 1\ \\ \ \\ \ -` - \_ - SUBMISSION: I I III I / - \ / I IIII`)) \ / / ) / 1 i 1 \ \ \ \ ` \ \ \ \ \ I l / / , \, / / / / / 1 \ / / , 1 / \ �— \ �- \ - \ / - I - �- , / I- I \ \ / / / \ / f / % I / I \ ` 1 \ -\ ` \\\ / / / / \ , \ \ \ \ \ / I I 1 /- --_--- `__� t , /r,.' / II - _IIII / l r I \ - ' r, I ) 1 I \ ^\--' -�\ �\'\\ \--, -\-\_ \ 11 �\) \ \ � / r l I \ ` J � \ . \ \ \ \ \ 1 \,-'-' l / / I' I \ ) \ ` \ i ; r \ _-\\ � i ' � ' ' ' /, ' I' ' \\----IIII 2022.06.07 IIII /\ _ _' � / -' / 1 / 1 \ L / I \ \ \ \ , ,/ ,�-'" 1 1 \ - \ ` /' /' I 1 -` _ / /' /r r' /' / /\ \ r ,/ \, -. ! / IIII \ \ \ I \ \ \ l -' � J \III / \ ) \ \ \ \ \ \ \ \ \ \ \ \ / / r I / / I / / , /' / -� '- I / I I I 1 \ - - - 1 `\ 1 / ` / / ' / / /-' / 1 ) ' \ I I \ / \ \ \\ \- J _/ I j11i- \ I I I ! I I \ \_ \ \\ \ \ \ \ ) \ \ I \ // , / _/' , � , / / / / ) / / ( I \ -,^\ \\ `._ I .' / / / / I / / / "' I / , I /_' 1 I I I \ \ \_- ' / I I I 1 \ I ^ 1 \ ` \ 1 \ I \ / / / \/ , � / ' / ' �' / / , / I \__\, _/ ,/ , , , I I I \ \ / ,' L \ _ _ -_ , \ \ \ \ / / / I I \ / / / / \---- REVISION: /' \ \ 1 ! - / I / \ -- I \ \- - / ' / I/( III I \ ----- / I I I I I I ll \ \ 11 \ -\ - \ \ \ \ \ \_ / / / / / / / / \ _/ r-� / / / , r' I / I I / I l \-/ - _-/ \_-_� \ `__-.. 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I \ I\ \\\\ \ \ I ' / l ' l I / `' `l '\ `- / \ / I, \\"L \ - / l / , /I/,/ ,_-/ \ \\ ) \) l\ \ / _/ / / , / / / / -- --' 1, /' _--- / ,_/ �) -- , I /' .. % l - \ \ \ ' , �' \ J J l I / , / /, , / n I --_ `\ \ \ \ 1 I I \ 1 1 I'� ' _ / / / `_/ \ \ IIII)\ \ �.- - _� I ,/ � /' ; II -• ) ' - / '-_"' / J ' r' ' ; I � : � ' I I f I ' _,\ f \ I 1 ` � / I \ \\ ,- ,\ - _// ,/ ,/ ,/ ,/' ,'r' \ ( \ I--' _ i __ / - I \ \ -\ \ _ - I l / , I / / / ll \ \ \ ) \ Y� �--- i / � r - - / / - 1 / i i 1 / _ r- - - _\/'_ / / / /./ I I \ II \ ) I \ - _ / (_- ,' < i I 11 1 1\, \\ ' I I I !1 // / I \ \ \ \ \ , 1 1 \ 1 \ \----'-- / /, / / I / / , / , -__I / -___ - _.__- _- , I , 1 r I / 1 1 ,-, , . ,-\ I , ._ / J \ \ \ \ ` 1 \ I \ /' / / l l / / I / / ' 1 /\/ IIII,/ / \ / / I I I I j l r /'-_^ \) \\ ` II \ I\ \ J 0 /' - ) ✓ L \/" II \ \ / / 1 / / / / I 1 1\ \ l /-\I \ / I' _ - \ - - // \ \ --- --- —___- / / _ I _ \ / , \_ / \ \ I , \\- `-- -----' // I I I I l I l ' ° \I \ I \ \ ` \ ; I 1 /' / /' /' i % / ' /' % ' / / ' / ,' /--/ //-- ! 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VC NVERT P547.99' TMP 65 »D / CASTALIA- CISMONT INVESTMENT LLC DB 488> PG 9 93 J / / / / / / / EX. ON BUILDING METAL / FF=556.17 I \ f / , , , , , / , \> SHIMP ENGINEERING2- I I 1 I LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 EX. STORM I CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM EX. CONCRETE TOP =555 92GRATE / I \� / 1\ \ I I I � I THE / / / / / / / / / EX. ASPHALT ic., o. 45183 EX. ONE STORY METAL BUILDING 0 rjIZ012'L �� A FF=556.20 / J \ ` I `ss1ONAI. E•' ,_ � / \ / \ / / ✓ � / / / EX. BOLLARD (TYP.) / / / / ` J / I l 0 EX./PROPANE TANK ` J \ / I \ 1 I VSMP PLAN FOR C EANOUT/ I I CASTALIA FARM EX. LIQUID FUEL TANKS _ \ EX. HEAT OCENEI ATOR / \ \ \ I \ \ I 1 EQUIPMENT FACILITY PUMPS EX. WELL \/ I ALBEMARLE COUNTY, VIRGINIA SUBMISSION: \ \ I I 2022.06.07 REVISION: APPROX. 6" PVC \ \ \ I 1 I \ ( \ / / / / / / INVERT-6.00' \ \ \ \ \ \ \ \ \ \ 1l \ \ \ EX. ELECTRICXOX / / / \ I\ /\ ( \ \ \ \ 1 \ \ \ FILE NO. 21.060 EXISTING CONDITIONS 1C31 Scale: 1" '30' \ \ 1 \4 75 zl 46 - / TMP 65 19D / CASTALIA- CISMONT INVESTMENT LLC DB 4881 PG 413 �l �� l l I / / / \ / ' / / / I / I I I / / < / SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 HIGH ST. 43. 5140 CNARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGRING.COMCOM IMITS OF DISTURBANCE = 3.12 AC ( PBASED ON RIOR CONSTR ESTIMATED TON CL7RING FROM / I \ ( TH 0 ic.,6o.45183 � OAAss'IpNpy E� VSMP PLAN FOR -�- I 1 / \ \ \ CASTALIA FARM EQUIPMENT FACILITY 548 — \sso\ \ \ \ \ \ \ \ \� \ \ \ SUBMALBEISSION: 2022.06.07 SIION;ARLE COUNTY, VIRGINIA �\` �\ 2022.06.07 546 \ \ / \ \ \ \ \ \ REVISION: r FILE NO. 21.060 / / GRADING PLAN 30 �0 30 �0/ 90 / / / / / ✓ i \ / / / / / / 1 \ \ ( \ / \ \ Scale: 1"=30' -\ C4 i 20 LF 6"X6" CONCRETE LEVEL h \ I \ \ \ SPREADER \5 \DOT #57 STO\46 --x 46m EX. 6° PVC INVERT=547.99 I / C EX. STORM TOP=92'TOR RATE / I \ /APPROX. 6" PVC / INVERT- 6.00' 548 h6 / 546 TO Of`DA 24" C S N P V. 544. / \ / 3" 1 RIE ELE.5 V440�.00 �L15P 538 O / EM EL. SPILL A / O 42 � APPROX. 6" PVC INVERT= 6.00' X. ELECTRIC/BoX / j TOP @FDA i 24" C S AND P EZV. 544.G RI E V. 42. 0 / 3" RIF E LE 54 .00 / �0 / L� 15" HDPE�� OUT 538.�0 ' EMER. SPILLWAY ELEV��42.5 DETENTION POND PLAN C5 SCALE: 1" = 10' 560 560 555 555 550 550 • DETENTION POND PFi / / � / / / / / / / / I _ 1 \ \ � I / \ 1 / I \ \ \C5 HORIZ. SCALE: 1" = 30', VERT. SCALE: 1 / , / / \ I �\ I \ I \ \ 546 544 SHIMP ENGINEERIN 32. LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH � 0 45183 n.... V, VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. SWM PLAN 21.060 30 0 30 60 90 Scale: 1 "=30' C5 LEVEL SPREADER PLAN C6 J SCAM: 1" = 10' RIPRAP PLUNGE POOL RIPRAP APRON 20 L-E 6"X6" CONCRETE \ SPREADER 46�0'� 4�°0x VDOT #57 TONE \700 A \ 4g0p . KEY LEVEL SPREADER INTO EXISTIN43 GRADE do X IT TREATED TIMBE195 OR rC�t�CRETE UP LENGTH OF LEVEL SPREADER UP TO BE BASED ON DESIGN FLOW AND .ALLOWABLE VELOCITY TOP OF LEVEL SPREADER ` SHALL BE FLAT I M 1-3 IN. COURSE AGGREGATE OR OTHER LNVING AS DESIGNED FOR STABILITY PI AN VIEW DIMENSION BASED ON UNIMTURBED EX15TING GRADE DESIGN DISCHARGE 5% (20 t) OR LE55 IF VEGETATED FILTER $7FtlP OR CONc,EAVED OPEN SPACE FIRST 10 FEET LESS IN THAN 2% 3• MIN 16` h91N 3' MIN �— 12" I j ' IN DEPTH BASED ON ; Tf REQUIRED STONE S2E PRE �I Figure 2.6: Level .Spreader: Pipe or Channel Flow to Filter Strip or Preserved Open .Space �T- 4� 4600 00 l 4 700 4, BOO N(O LEVEL EX. 6" PVC / INVERT=547.99' COUNTY OF ALBEMARLE 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, culvert1pipe 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. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH GO 0 45183 nk..T V, VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. BMP DETAILS 21.060 C 6 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD STORMWATER MANAGEMENT FACILITIES FOR TWO EXISTING FACILITY MAINTENANCE BUILDINGS. 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 FOR AGRICULTURAL USE. 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. 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. ADJACENT PROPERTIES OUTLET PROTECTION (OP) -3.18 ADJACENT PROPERTIES ARE OF A SIMILAR CHARACTER TO THIS SITE. THE THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS SITE IS BOUNDED TO THE NORTH BY WOODS, TO THE SOUTH BY LOUISA BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING ROAD, TO THE EAST BY FARMLAND, AND TO THE WEST BY STONY POINT FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE PASS. STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. OFF -SITE AREAS NO OFFSITE DISTURBANCE OR EXPORT MATERIAL ANTICIPATED. 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 CRITICAL EROSION AREAS NONE RESPONSIBLE LAND DISTURBER: TBD TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre inimum Care lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegmss 0-5% - Kentucky Bluegrass 0-5% Hieh-Maintenance lawn 200.250 lbs. - Kentucky 31 or Turf -Type Tall Fescue General Slope (3,1 less) 100% or - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ' 20 lbs. 150 lbs. Lmw-Maintenance Slone (Steeper than 3:11 - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop " 20 lbs. - Crownvetch " 20 lbs. 150 lbs. • Use seasunal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Faatail 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 Crownvetch, 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./we in mixes. PERMANENT SEEDING PS C7 Not To Scale 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. ;ff1@T51F27_,Vfd7,.I: a ►l SWIM QUANTITY: SITE RUNOFF IS MANAGED BY A DETENTION POND WHICH WILL RELEASE MOST ONSITE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 THROUGH MEETING THE ENERGY BALANCE EQUATION AND MEETS FLOOD PROTECTION REQUIREMENTS. A LEVEL SPREADER WILL RELEASE ALL OTHER ONSITE RUNOFF AS SHEET FLOW IN COMPLIANCE WITH VA DEQ SPECIFICATION NO. 2. THIS PROJECT WILL DISTURB AN AREA OF 3.12 ACRES. MOST UPSTREAM DISCHARGE FROM EXISTING STREAMS WILL BYPASS THE DEVELOPMENT. STORMWATER FACILITY COORDINATES: DETENTION POND: 38.062470,-78.325736 LEVEL SPREADER: 38.063866.-78.325382 SWIM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE PURCHASE OF 1.44 LB/YR OF NUTRIENT CREDITS. 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 DOWNSTREAM OF FUTURE DETENTION POND AS SHOWN. 3. INSTALL DIVERSION DIKE. 4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 5. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 2. INSTALL DETENTION POND AND STORM STRUCTURES. 3. INSTALL LEVEL SPREADER. 4. BRING AREAS TO GRADE AND STABILIZE SLOPES. PHASE 3 1. MAINTAIN PERIMETER CONTROLS UNTIL STORMWATER MANAGEMENT FACILITIES ARE COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 2. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 3. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 4. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 5. 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 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH 0 45183 nk?AT f VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. E & S NARRATIVE 21.060 C7 / \ \ \ \ \ \ \ TREELINE � I \ P VC NVERT 47.99' TMP 65 »D CASTALIA CISMONT INVESTMENT LLC DB 4881 PG `i / l J� / / I / / / EX. ONE STORY METAL BUILDING FF=556.17 I / / DITCH (TYP.) I i EX. STORM GRATE EX. CONCRETE / TOP=555.92' EX. ASPHALT EX. ONE STORY METAL BUILDING FF=556.20 EX. BOLLARD (TYP.) / \ EX./PROPANEITANK EX. SAN. CLEANOUT / / ✓/ / / / / / \ EX. LIQUID FUEL TANKS O OG C n CI'p n TO o EX. HEAT LIVLI\hi ATOR 1 / 1 \/ / / \ PUMPS EX. WELL E&SC LIMITS OF DISTURB CE = 0.3 \ \ \ \ \ 1 \ \ I \ APPROX. 6" PVC / / �/ / / / - 548 s`so �lfy 546 EX. ELECTRICXOX110 J // SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS �S 3.35 MULCH MU Y 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2.INSTALL SILT FENCE DOWNSTREAM OF FUTURE DETENTION POND AS SHOWN. 3. INSTALL DIVERSION DIKE. 4.CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 5. 5. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. 30 0 30 60 90 Scale: 1 "=30' SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH � 0 45183 nklAT f VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. E & S PLAN PH1 21.060 ----� TREELINE (TYP.) I l � 45 � 4wx- _ 46 VDOT #57 STONE64� - 4,�w w 4 \ \ ✓ V AV / \ / v \ �� \ \ A �0 \!J \ NVERT=547.99' TMP 65-IID CASTALIA C]�ISM�JOQNQT INVESTMENT LLC / 1(/ 1 / DB `i U U / PG `f 13 JI / / / EX. ONE STORY METAL / / BUILDING FF=556.17 DITCH (TYP.) I EX. STORM GRATE EX. CONCRETE \ V / TOP=555.92' I EX. ASPHALT EX. ONE STORY METAL BUILDING / / / ✓ � / / / EX. BOLLARD (TYP.) 0 EX./PROPANE/TANK EX. SAN. / CLEANOUT EX. LIQUID FUEL TANKS O OG E N EI A TO R AT PUMPS EX. WELL Al E&SC LIMITS OF DISTU70CE 0.3 \ APPROX. 6" PVC I 6.00' 548 EX. ELECTRIC/OXv 544 - 24° C S N P EkEV.054DA 3" E LE ./540.00 LF 15P 4oh2 OUT 538 \ — MER. SPILL A� AY 11 ELEV/542.5 / 0' SF6.00' 42 i X SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD 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 SEQUENCE OF CONSTRUCTION PHASE 2 1. INSTALL DETENTION POND AND STORM STRUCTURES. 2. INSTALL LEVEL SPREADER. 3. BRING AREAS TO GRADE AND STABILIZE SLOPES. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH � 0 45183 nk?AT V, VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. E & S PLAN PH2 21.060 h / f \ \ \ , \ Scale: 1 0 30 60 90 Q91 TREELINE45 46 VDOT #57 STONE 4 °°K-----4006w 700 4700 4 VC NVERT547.99' / / / TMP 65- »D LIA CISMONT INVESTMENT LLC DB 4881 PG 413 �/ J� / / I / / / EX. ONE STORY METAL BUILDING FF=556.17 DITCH (TYP.) EX. STORM GRATE 1 , EX. CONCRETE / / / / / / / / / / EX. ASPHALT EX. ONE STORY METAL BUILDING EX. BOLLARD (TYP.) EX./PROPANE/TANK EX. SAN. CLEANOUT/ CD —�✓� / //� o J X. LIQUID FUEL TANKS OGENEI ATOR PUMPS AT I� / EX. WELL _ / \ I 1 APPROX. 6" PVC INVERT- 6.00' 548Ix, 546 EX. ELECTRICXOX / 44544 I 1 \ TOP 24" C S N P / EZV. O54 . -- J RI E V. 42. 0 3„ E LE ./540.00 LO 15HDP OUT 538 / EMER. SPILL AY Rp / ELEVf�42.5 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 1 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEQUENCE OF CONSTRUCTION PHASE 3 1. MAINTAIN PERIMETER CONTROLS UNTIL STORMWATER MANAGEMENT FACILITIES ARE COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 2. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 3. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 4. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 5. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. 30 0 30 60 90 Scale: 1"=30' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH � 0 45183 nk?AT V VSMP PLAN FOR CASTALIA FARM EQUIPMENT FACILITY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.07 REVISION: FILE NO. E & S PLAN PH3 21.060 cio ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay lZ - 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. 1 MULCHING MU C 11 Not To Scale TABLE 3.31-B 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. FLO 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 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 21TEMPORARY SEEDING C 11 Not To Scale 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) a SILT FENCE SF C 11 Not To Scale PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 1 La d SECTION A -A FILTER CLOTH KEY IN 8"-9•; RECOMMENDED FOR ENTIRE PERIMETER . 4PIPE OULLEr TO WELL DEFINED CHANNEL PLAN VIEW RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPW, GROLITED RIPRAP, GABION OR 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 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 Outlet Protection Calculations - Reference Nomograph 3.18-3 Pi a Outtall # La ft W ft Do in Do ft 3Do ft d50 ft 1 d50 in Depth in AO 8 9.25 15 li 1.25 1 3.75 0.5 6 9 510UTLET PROTECTION C 11 Not To Scale TEMPORARY DIVERSION DIKE Compacted Soil SOURCE: VA. DSWC s:)TEMPORARY DIVERSION DIKE (DD) C 11 Not To Scale PLATE 3.09-1 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH � 0 45183 nk..r ti VSMP PLAN FOR TABLE 3. CASTALIA FARM ADHESIVES USED FOROR DUST CONTROL Water Application EQUIPMENT FACILITY Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 ALBEMARLE COUNTY, VIRGINIA Latex Emulsion 12.5:1 Fine Spray 235 SUBMISSION: Resin in Water 4:1 Fine Spray 300 2022.06.07 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 REVISION: Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 DUST CONTROL (DC) C11 Not To Scale FILE NO. 21.060 E & S Control Details C11