HomeMy WebLinkAboutWPO202200026 Plan - VSMP 2022-06-21LEGEND
EXISTING
-310
311.5
x
311.5 TC x
311.5 TW x
311.5 BW x
NEW
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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
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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
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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
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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 �
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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
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EX. 6° PVC
INVERT=547.99
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TOP=92'TOR RATE /
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DETENTION POND PLAN
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560
560
555
555
550
550
•
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/ / � / / / / / / / / 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'�
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VDOT #57 TONE
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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�
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00
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LEVEL
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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
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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.
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/ / �/ / / / - 548 s`so �lfy
546
EX. ELECTRICXOX110
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//
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
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TREELINE
(TYP.)
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FF=556.17 DITCH (TYP.)
I
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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 \
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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
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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
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EX. BOLLARD (TYP.)
EX./PROPANE/TANK
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548Ix, 546
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/ EMER. SPILL AY Rp
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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
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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