HomeMy WebLinkAboutSP202100001 Plan - Submittal (First) 2021-01-04LEGEND
O PROPERTY BOUNDARY
5 MILE BUFFER
TRANSMISSION LINE
MUNICIPAL BOUNDARY
_ PADUS: Private Conservation Easement
_ PADUS: VA Dept Forestry Easement
_ PADUS: VDHR Easement
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PROPRIETARY & CONFIDENTIAL.
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SERVICE LAYER CREDITS: VIRGINIA GEOGRAPHIC INFORMATION
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1. EXISTING INFORMATION TAKEN FROM BEST AVAILABLE RESOURCES. INFORMATION SHOWN IS
APPROXIMATE AND WILL BE VERIFIED THROUGH FURTHER INVESTIGATION AT THE APPROPRIATE
TIME AS THE PROJECT PROGRESSES.
1.1. CRITICAL SLOPES SHOWN PER ALBEMARLE COUNTY GIS.
1.2. TOPOGRAPHIC INFORMATION PER PUBLICLY AVAILABLE LIDAR DATA.
2. WETLANDS AS PER DELINEATION COMPLETED BYTIMMONS GROUP ON 09/08/2020 AND UNDER
REVIEW BY THE US ARMY CORPS OF ENGINEERS.
3. PROPOSED PLAN NOT INTENDED TO REPRESENT FINAL LAYOUT BUT INSTEAD PROVIDED TO
ILLUSTRATE MAXIMUM DEVELOPMENT EXTENTS. FURTHER DESIGN IS ANTICIPATED TO REDUCE
SCOPE WITHIN THE AREAS SHOWN. SEE SHEET B FOR CONCEPTUAL GRADING PLAN PROVIDED FOR
CONTEXT ONLY.
4. ADDITIONAL OFFSITE CONSTRUCTION MINOR CLEARING & GRADING AT EXISTING ENTRANCE
LOCATED OFF CRAIGS STORE ROAD.
5. TREE CLEARING LIMITS SHOWN REPRESENT MAXIMUM POTENTIAL AND ACTUAL TREE CLEARING IS
ANTICIPATED TO BE LESS THAN SHOWN. A BUFFER WILL BE ENSURED TO MITIGATE VISUAL
IMPACTS BETWEEN THE SOLAR FACILITY AND THE PROPERTY LINE ALONG THE LOCATIONS SHOWN
TO THE GREATEST PRACTICAL EXTENT. THE BUFFER WILL CONSIST OF EXISTING VEGETATION,
PROPOSED VEGETATION, OR A COMBINATION OF THE TWO.
LEGEND
PROPERTY BOUNDARY
PROPERTY SETBACK (50')
TRANSMISSION EASEMENT
EXISTING TREELINE
PROPOSED TREELINE
EXISTING CONTOUR
EXISTING STREAM/WETLAND
100' STREAM/WETLAND BUFFER
CRITICAL SLOPES
� = = � = = �
MAXIMUM LIMITS OF DISTURBANCE
EXISTING VEGETATION TO BE REMOVED
EXISTING VEGETATION TO REMAIN
AREA FOR PERIMETER VISUAL
IMPACT MITIGATION BUFFER
IIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIII -
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PROJECTNUMBER
PROJECTNAME
CVEC MIDWAY SOLAR
DESIGNED BY
R. HEWITT
ORAWNDY
R. HEWITT
ISSUED FOR REVIEW
REVISIONS
X MMIDDlYY DESCRIPTION
CONCEPTUAL
LAYOUT
PLANSPRINTEDAS RxUAREHALFSCALE
SCALE
1" =150'
SHEETNUMBER
A
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PROPOSED ENTRANCE
hL
a. AT EXISTING ACCESS
E&5
PHASING NOTES:
=1. PROJECT WILL PRIORITIZE LIMITING DISTURBED AREA DURING CONSTRUCTION.
2. CONSTRUCTION WILL AIM TO SEED/MULCH DISTURBED AREAS IMMEDIATELY UPON BRINGING
THE SITE TO GRADE AND WILL ENSURE REQUIRED TEMPORARY/PERMANENT SEEDING AND
OTHER STABILIZATION REQUIREMENTS ARE MET.
3. INDIVIDUAL EROSION CONTROL MEASURES WILL NOT BE REMOVED UNTIL APPROVED BY
COUNTYINSPECTOR.
4. PROJECT WILL TREAT DRAINAGE AREAS AND CORRESPONDING BMP'S INDIVIDUALLY AND
WILL AIM TO CONVERT TEMPORARY DEVICES TO PERMANENT IN A STRATEGIC SEQUENCE TO
MINIMIZE POTENTIAL IMPACTS RESULTING FROM INDIVIDUAL RAIN STORM EVENTS.
5. THE PROJECT AREA IS DIVIDED AND DRAINS TO TWO DIFFERENT RECEIVING CHANNELS AS
SHOWN AND THEREFORE THE UPSTREAM AREA OF DISTURBANCE IS SPLIT SIMILAR TO TWO
DIFFERENT PROJECTS.
NnTFS
1. EXISTING INFORMATION TAKEN FROM BEST AVAILABLE RESOURCES. INFORMATION SHOWN IS
APPROXIMATE AND WILL BE VERIFIED THROUGH FURTHER INVESTIGATION ATTHE APPROPRIATE TIME
AS THE PROJECT PROGRESSES.
1.1. CRITICAL SLOPES SHOWN PER ALBEMARLE COUNTY GIS.
1.2. TOPOGRAPHIC INFORMATION PER PUBLICLY AVAILABLE LIOAR DATA.
2. WETLANDS AS PER DELINEATION COMPLETED BY TIMMONS GROUP ON 09/08/2020 AND UNDER
REVIEW BY THE US ARMY CORPS OF ENGINEERS.
3. PROPOSED PLAN NOT INTENDED TO REPRESENT FINAL LAYOUT BUT INSTEAD PROVIDED TO
ILLUSTRATE AN APPROXIMATE LAYOUT AND PERMANENT BMP'S. PROVIDED FOR CONTEXT ONLY. SEE
SHEET A FOR CONCEPTUAL PLAN.
4. ADDITIONAL OFFSITE CONSTRUCTION (MINOR CLEARING & GRADING) AT EXISTING ENTRANCE
LOCATED OFF CRAIGS STORE ROAD.
5. GRADING SHOWN INTENDED TO REPRESENT PROPOSED GRADING NECESSARY FOR MEETING SOLAR
RACKING REQUIREMENTS AND IS PRELIMINARY ONLY.
b. CONCEPTUAL EROSION & SEDIMENTATION CONTROL SHOWN IS ANTICIPATED TRAPS/BASINS AND
CORRESPONDING DIVERSION DITCHES. A VARIETY OF OTHER BMP'S WILL BE IMPLEMENTED DURING
FUTURE DESIGN AND PERMITTING.
7. CONCEPTUAL STORMWATER MANAGEMENT SHOWN IS ANTICIPATED DETENTION BASINS AND
CORRESPONDING DIVERSION DITCHES. A VARIETY OF OTHER BMP'S WILL BE IMPLEMENTED DURING
FUTURE DESIGN AND PERMITTING.
8. VEGETATIVE BUFFER SHOWN AS APPROXIMATE. PLAN PROVIDED TO ENSURE A VEGETATIVE BUFFER
WILL BE IMPLEMENTED IN THE GENERAL LOCATION SHOWN WHETHER BY MAINTAINING EXISTING
VEGETATION OR BY INSTALLING NEW.
BMP SIZING TABLE
BMP
DRAINAGE AREA
(AC)
WET DEPTH
(FT)
DRY DEPTH
(FT)
LENGTH
(FT)
WIDTH
(FT)
CN
01
9
4
4
100
130
59
02
1
3
3
50
80
58
03
1
3
3
50
80
58
04
3
31
3
70
100
60
05
4
3
3
70
120
60
06
5
3
3
70
140
68
07
3
3
3
70
100
58
08
2
3
3
60
100
58
09
1
3
31
50
80
58
10
1
3
3
50
80
58
11
2
3
3
60
100
58
12
5
3
3
70
140
58
13
10
4
4
100
140
60
14
1
3
3
50
80
58
15
2
3
3
60
100
58
16
2
3
3
60
100
58
17
1
3
3
50
80
58
18
1
3
3
50
80
58
19
0.5
3
3
70
50
58
20
1
3
3
50
80
58
21
11
3
3
50
80
58
22
11
3
3
50
80
58
*basin dimensions reflect those of top of dry volume
LEGEND
PROPERTY BOUNDARY
PROPERTY SETBACK (50')
TRANSMISSION EASEMENT
EXISTING TREELINE
PROPOSED TREELINE
EXISTING CONTOUR (21)
PROPOSED CONTOUR (21)
PROPOSED FENCE
PROPOSED DIVERSION
LIMITS OF DISTURBANCE
PROPOSED GRAVEL ROAD
9:il] lim a d tyl II1I1,11 IL FJ1311 I!1
EXISTING STREAM WETLAND
100' STREAM/WETLAND BUFFER
CRITICAL SLOPES
VEGETATIVE BUFFER (NOTE 8)
DRAINAGE BOUNDARY
PROPOSED DETENTION BASIN
PROPOSED CULVERT
— mm —mm—
750
SCALE
0 150 300 150
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12/17/2020
PROJECTNUMBER
PROJECTNAME
CVEC MIDWAY SOLAR
DESIGNED BY
R. HEWITT
ORAWNBY
R. HEWITT
ISSUED FOR REVIEW
REVISIONS
# MMID,91W DESCRIPTION
CONCEPTUAL
GRADING &
SWM/ESC PLAN
PLANS PRINTED AS 77x77AREHALFSCALE
SCALE
T'=150'
SHEETNUMBER
B
DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet -Version 3.0
C 2011 BMP Standards and Specifications C1 2013 Draft BMP Standards and Specifications
Project Name: Midway data input cells
Date: 12/4/2020 constant values
RMP Design Specifications List: 2013 Draft Stds & Specs calculation cells
Site Information AREA WITHIN 100'
F- WETLAND STREAM BUFFER
Post -Development Project (Treatment Volume and Loads)
Land Cover (acres)
ASoils
Bsoils
CSoils
Dsolls
Totals
Forest/Open Space (acres) - undisturbed,
protected forest/open space or reforested land
34.00
0.00
34.00
Managed Turf (acres) - disturbed, graded for
yards or other turf to be mowed/managed
94.00
0.00
94.00
Impervious Cover (acres)
4.00
4.00
0.00
-forest/Open Space areas must be protected in accordance with the Virginia Runoff Reduction Method
132.00
Constants
Annual Rainfall (inches)
43
Target Rainfall Event (inches)
1.00
Total Phosphorus (TP) EMC (mg/L)
0.26
Total Nitrogen (TN) EMC (mg/L)
1.86
Target TP Load (lb/acre/yr)
0.41
Pj (unitless correction factor)
0.90
Runoff Coefficients (Rvl
IMPERVIOUS AREA TABLE
ITEM
AREA (AC)
GRAVEL ROAD
1.9
LAYDOWN AREA
0.5
BATTERYSTORAGE
0.1
POSTS
0.3
MISCELLANEOUS
1.2
TOTAL
4.0
ASoils
Bsoils
Csoils
Dsolls
Space
0.02
0.03
0.04
0.05
r,e!.,,t/Open
ged Turf
0.15
0.20
0.22
0.25
rvious Cover
0.95
0.95
0.95
0.95
Land Cover Summary Treatment V,Mrne and Nutrient Loads
Forest/Open Space Cover (acres)
34.00
Weighted Rv (forest)
0.03
% Forest
26%
Managed Turf Cover (acres)
94.00
Weighted Rv (turf)
0.20
%Managed Turf
71%
Impervious Cover (acres)
4.00
Rv (impervious)
0.95
%Impervious
3%
Site Area (acres)
132.00
Site Rv
0.18
Treatment Volume
1.9683
(acre-h)
Treatment Volume (cubic feet)
85,741
TP Load (Ib/yr)
53.87
TN Load (lb/yr)
385.38
Informational Purposes Onlyl
Sediment Basin Conversion
me
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<:rj �/ ilillllllllll��ll�l�l�
l `� � � � II IIIIIIIIII�III
When a proposed stormwater facility, is used initiallV as a temporary sediment basin,
conversion to the permanent facilityshould be completed after final stabilization and approval
from the appropriate erosion and sediment control authority.
Sometimes, the temporary sediment basin design criteria will require more storage volume than that
of a stormwater basin. In such cases, the extra volume may be allocated to the component of the
facilitythat would derive the greatest benefit from increased storage. This will depend on the primary
function of the facility (i.e., water quality enhancement, flood control, or channel erosion control) -
If modifications to the riser structure are required as part of the conversion to a permanent basin, they
should be designed so that a) the structural integrhty of the riser is not threatened, and b) large
construction equipment is not needed within the basin- Any heavy construction work required on the
riser should be completed during its initial installation. It is NOT recommended to install a temporary
sediment basin riser structure in the basin and then replace it with a permanent riser after final
stabilization. This may affect the structural integrity of the existing embankment and barrel -
The following additional criteria should be considered for a conversion:
1. Final elevations and a complete description of any modifications to the riser structure geometry should
be shown on the approved plans.
2. The wet storage area must be dewatered following the approved methods in VL-SCH, 1992 edition.
3. Sediment and other debris should be removed to a contained spoil area. Regrading of the basin may
be necessary to achieve the final design grades and to provide an adequate topsoil layer to promote
final stabilization.
4. Final modifications tothe riser structure should be carefully inspected for watertight connections and
compliance with the approved plans.
5. Final landscaping and stabilization should be per VESCH, 1992 edition, and Minimum Standard
3.05, Landscaping in this manual. Establishing vegetation may prove difficult if flow is routed
through the facility prior to germination- In such cases, specifying sod or other reinforcements for the
basin bottom and low flow channels may be appropriate.
rnAIC Gunn UCKI CDArG
AREA DESIGNATED AS CONSERVED OPEN SPACE SHOWN AS MINIMUM AREA
NEEDED AT THIS TIME. ADDITIONAL AREA ONSITE AVAILABLE IF NEEDED.
PERMANENT BMP NOTES:
1. PERMANENT BMP'S WILL BE SELECTED
ON A CASE BY CASE BASIS BASED ON
DRAINAGE AREA SIZE, OUTLET
CONDITIONS, AND OTHER FACTORS.
2. OUTLET DEVICE SELECTION WILL
PRIORITZE ADHERENCE TO THE STATE
AND LOCAL REGULATIONS, MINIMIZING
DISTURBANCE, AND LONG TERM
MAINTENANCE STANDARDS.
3. THIS PLAN IS PRELIMINARY AND
OTHER BMP'S MAY BE UTILIZED AS
APPROPRIATE AND AS APPROVED BY
ALBEMARLE COUNTY.
TEMPORARY SEDIMENT TRAP
STD. 8 S?ES. 3 iv - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992)
VARIABLE
I 1.0'
€xIST DRY STORAGE VARIABLE `
GROUND EXIST.
ELEY. T.• MAX WET STORAGE IGROUND
FILTER FABRIC ELEV.
SEDIMENT CLEANOUT CLASS I RIP RAP
AT V2 OF WET COARSE
STORAGE VOLUME AGGREGATE •'
OUTLET CROSS-SECTION
►� - d X aRA N GE ARE f1N AC.)
COARSE AGGREGATEdo
'•r,��.
COARSEFILTE
,f FABRIC
1__1,,7_EXCAVATED
AREA
DOOR
OUTLET (PERSPECTIVE VIEW'
TEMPORARY SEDIMENT BASIN
STD. & SPEC. 3.14 - VA" EROSION AND SEDIMENT CONTROL HANDBOOK (1992?
,1 ,RISER CREST
EXISTING
GROUND
ELEVATION
DRY STORAGE
WET STORAGE
0.5'
DEWATERING
DEVICE
PERMANENT DETENTION BASIN
(RISER AND/OR CULVERT OUTLET) SPILLWAY
RISER
CULVERT
PERMANENT DETENTION BASIN
(DITCH OUTLET) SPILLWAY
,IIIIII =
- VEGETATED/ARMORED
DITCH OUTLET
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PROJECTNUMBER
PROJECTNAME
CVEC MIDWAY SOLAR
OESIGNEOBY
R. HEWITT
ORAWNBY
R. HEWITT
ISSUED FOR REVIEW
REVISIONS
# MM ,9DESCRIPTION
CONCEPTUAL
DETAILS &
CALCULATIONS
PLANS PRINTED AS 71x17 ARE HALF SCALE
SCALE
V=150'
SHEETNUMBER
C