HomeMy WebLinkAboutWPO202100068 Plan - E&S 2022-02-14�j
SITE DATA
OWNER: JONATHAN NYSTROM
12417 GROVE AVE
RICHMOND VA 23220
PLAN PREPARER: ROUDABUSH, GALE & ASSOCIATES, INC.
999 SECOND ST SE
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No: 7-29A
PARCEL AREA: 30.57 ACRES
ZONING: RURAL AREAS
EXISTING USE: VACANT
PROPOSED USE: SINGLE FAMILY DETACHED
BUILDING HEIGHT: 35' MAXIMUM
MAGISTERIAL DISTRICT: WHITE HALL
TOPOGRAPHY: (LIDAR) GENERATED FROM TERRAIN DATA
FOR THE UNITED STATES AND ITS TERRITORIES
USING USGS 10 AND 30 METER DIGITAL ELEVATION
MODEL (DEMS) FROM THE NATIONAL ELEVATION
BOUNDARY: BOUNDARY INFORMATION IS GIS
DATUM: VERTICAL - NAVD 88; HORIZONTAL - NAD 83
FLOODPLAIN: THE DEVELOPMENT ON THE SUBJECT PROPERTY IS
LOCATED WITHIN "ZONE A" AS SHOWN ON FLOOD
INSURANCE MAP COMMUNITY PANEL NUMBER
51003CO105D EFFECTIVE DATE: FEB 4, 2008.
RELATED APPROVALS: FDP202100003
THE RIPARIAN PROTECTION AREAS ARE SHOWN PER GIS
DRIVEWAY SLOPE NOT TO EXCEED 16.0%.
DRIVEWAY CULVERT STA 20+50
Invert Elev Dn (ft)
= 729.00
Calculations
Pipe Length (ft)
= 17.00
Qmin (cfs)
= 2.54
Slope (%)
= 2.94
Qmax (cfs)
= 2.54
Invert Elev Up (ft)
= 729.50
Tailwater Elev (ft)
_ (dc+D)/2
Rise (in)
= 15.0
Shape
= Circular
Highlighted
Span (in)
= 15.0
Qtotal (cfs)
= 2.54
No. Barrels
= 1
Qpipe (cfs)
= 2.54
n-Value
= 0.012
Qovertop Icfs)
= 0.00
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 2.55
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
= 4.03
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
= 729.94
HGL Up (ft)
= 730.14
Embankment
Hw Elev (ft)
= 730.41
Top Elevation (ft)
= 733.00
Hw/D (ft)
= 0.73
Top Width (ft)
= 10.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 50.00
seat)
734.00
73100
MAD
731:W
730-W
72a.W
7 daa
0
DRIVEWAY CULVERT STAB
2 4 6 R 10 12 14 0 +m 20 22 24
Grwlm tTdraM HM - Embanh
EROSION AND SEDIMENT CONTROL LEGEND
3.02
ENOTRANCETION
CE
3.05
SILT FENCECULVERT
SF
3.08
CIP
PROTECTIONLET
3.09
DD
. �
RARY
DIVEROSIION DIKE
3.17
SCC
STORMCHANNEL ANCE
3.18
OP
OUTLET
PROTECTIONO
3.31
TEM
SEE DRNG Y
3.32
®--
P
SEEDING
*REFERENCE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (VESCH)
FOR DETAILS REGARDING INDIVIDUAL
CONTROL MEASURES.
I►
HW Depth M
450
330
zRo
Ono
_050
-1-M
26
[teas w
I [T*TA 61-111] =1 6] It to]: [99 Sflgl A_r I N] I
CULVERT DA
C =
0.40
A =
0.97 AC
Te =
5 min
Q10
= 2.54 cfs
NYSTROM DRIVEWAY
EROSION & SEDIMENT CONTROL PLAN
ALBEMARLE COUNTY, VIRGINIA
TM P 7-29A
CLEAN WATER CLEAN WATER
DIVERSION EAST DIVERSION WEST
C =
0.40
A =
1.44 AC
Te =
5 min
Q10
= 3.77 cfs
C =
0.40
A =
0.30 AC
Te =
5 min
Q10
= 0.79 cfs
SCC TYPICAL SECTION
SCC1
KEY IN MATTING
6" 9°
EC-3
Protective Linina
VICINITY MAP
SCALE: 111=1000 FEET
SHEET INDEX
0.9
0.5
0.3
CA
Tc
12
Q2
Slope
Allow
n select
n=.03
n=.05
n=.015
110
Q10
DEP
Type of Lining
STA STA
WS CA
WS CA
WS CA
Inc Acc
Rift
Vel
Vel
on VEL DEP
on DEP
SCCIS
19
1*50.01
0.035
300
0.207
0.262
0.262
5.0
5.5
1.43
0.050
4.0
0.05
5.25
0.07
2A5
0.40
0.02
0.31
7.07
1.85
0.29
EC-3
18
1
0.035
300
0.207
0.262
0.524
5.7
5.3
2.76
0.040
4.0
0.05
5.68
0.14
2.65
0.53
0.04
0.41
6.84
3.59
0.41
EC-3
17
1
0.035
20
0.014
0.059
0.583
6.3
5.1
2.96
0.140
4.0
0.05
9.25
0.15
4.3216
1
0.023
10
0.007
0.04
0.623
6.7
5.0
3.10
0.150
4.0
0.15
140.003
10
0.003
0.012
0.635
7.1
4.9
3.09
0.040
4.0
0.05
5.85
0.15
2.73
0.56
0.05
0.43
6.40
4.07
0.49
EC-3
SCC2
ROADSIDE DITCH CALCULATION
Protective Lining
0.9
0.5
0.3
CA
Te
1 12
1 Q2
Slope
Allow
n select
n=.03
n=.05
n=.015
STA STA
IWSI CA
IWSI CA
I WS I CA
I Inc I Ace
I
I
I
I
I it/ft
I Vel
I
I Vel
I Qn I VEL I DEP
I Qn DEP
110
Q10
DEP
Type of Lining
SCC 6
24
23
10
0.021
5
0.006
5
0.003
0.03
0.03
5.0
5.5
0.16
0.150
4.0
0.05
4.60
0.01
2.15
0.14
0.00
0.11
7.07
0.21
0.29
EC-3
23
22
10
0.021
5
0.006
20
0.014
0.04
0.07
5.8
5.2
0.37
0.150
4.0
0.05
5.63
0.02
2.63
0.20
0.01
0.15
6.81
0.48
10.41
EC-3
22
21
10
0.021
5
0.006
200
0.138
0.164
0.235
6.4
5.0
1.18
0.150
1 4.0
0.05
7.55
0.06
3.52
0.30
0.02
0.23
6.60
1.55
0.48
EC-3
21
20.5
10
0.01
5
0.003
300
0.104
0.117
0.351
6.9
4.9
1.73
0.040
4.0
0.05
5.06
0.09
2.36
0.45
0.03
0.34
6.46
2.27
10.49,
EC-3
SITE
SHEET 1---------- COVER SHEET
SHEET 2---------- EROSION & SEDIMENT CONTROL PLAN
SHEET 3---------- EROSION & SEDIMENT CONTROL DETAILS
SHEET 4---------- STREAM BUFFER MITIGATION PLAN
SHEET 5---------- STREAM BUFFER MITIGATION PLAN
LIMITS OF DISTURBANCE = 1.60 Ac
QUALIFIES FOR AGREEMENT IN LIEU OF PLAN
FOR SWM PLAN BECAUSE THE DRIVEWAY IS
BEING CONSTRUCTED FOR THE PURPOSE OF
ESTABLISHING THE FIRST SINGLE-FAMILY
DWELLING ON THE SUBJECT PROPERTY
[§ 17-403.B].
PERMANENT SEEDING* MIXTURES
FOR THE PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE
- IMPROVED PERENNIAL RYE GRASS
- KENTUCKY BLUEGRASS
HIGH MAINTENANCE LAWN
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE
GENERAL SLOPE (3:1 OR LESS)
- KENTUCKY 31 FESCUE
- RED TOP GRASS
- SEASONAL NURSE CROP*
LOW -MAINTENANCE SLOPE (STEEPER THAN 3
- KENTUCKY 31 FESCUE
- RED TOP GRASS
- SEASONAL NURSE CROP*
- CROWN VETCH**
175-200 LBS.
95-100%
0-5%
0-5%
200-250 LBS.
100%
128 LBS.
2 LBS.
20 LBS.
TOTAL 150 LBS.
108 LBS.
2 LBS.
20 LBS.
20 LBS.
TOTAL 150 LBS.
*USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL 30TH. . . . . . . . . . . . ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH . . . . . . FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER 31ST. .ANNUAL RYE
NOVEMBER 1ST THROUGH FEBRUARY 15TH . . . . . . . . . . ANNUAL 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. ACRE IN MIXES.
s TEMPORARY SEEDING*
TABLE 3.31-a
ACCEPi'Aa1Ft.1V"DRARY 3�tO1NGPL11r"1'. �FfATER1AIS
'QUICRRRFFRRNIii FOR ALL RRGIONS•
Ram
Plvtdng Dates seed, 0bs /aeccl
Sept. 1 - Feb. 15 5015D Mu of
Annual Ryegr ss
an-n�®i
& 50 100
Cereal (Wi aer) Rye
(Serale cereal¢)
Feb. 16 - Apr. 30 Annual R,.g,. 60 - 10g
(Lolium multbflomml
May 1- Aug 31 German Millet 50
(Setana italics)
Source: Va. DSWC
* TEMPORARY SEEDING 3.31 TO
BE USED TO STABILIZE
DISTURBED AREAS THAT WILL
NOT BE BROUGHT TO FINAL
GRADE FOR A PERIOD OF 14
DAYS.
APPLY PERMANENT SEEDING
3.32 ONCE FINAL GRADE HAS
BEEN ACHIEVED.
TABLE 3.31-C
11MIFORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTV
SOUTRb
PLANT
SPECIES
3/1
5/1
6/15
V15
511
9/1
CHARAC1TsRISTICS
Acre
10000
to
to
to
to
to
to
4/30
8/15
11/1
4130
9/1
11115
OATS
3 bu. (up to 100 tbs.,
Z tbs.
X
-
-
X
-
-
Use spring varieties (e.g., Noble).
(Avena sativa)
not less than 50 lbs.)
RYEd
2 bu. (up to 110 tbs.,
2.5 lbs.
X
-
X
X
-
X
Use for late fall seedings, winter
(Sec , ewple
not lees than 50 lbs.)
cover. Tolerates cold and low
moisture.
GERMAN Mn.LET
50 Ihs.
approx. I lb.
-
X
-
-
X
-
Warm -season annual. Dies at first
Seuria italics
frost. May be added to summer
mixes.
ANNUAL RYEGRASS°
60 lbs.
I'A lbs.
X
May be added in mixes. Will
Lo( lium unifi-flom I
mow out of most stands.
WEEPING
15 tbs.
51h oxs.
-
X
-
-
X
-
Warm-seasoo perennial. May
LOVEGRASS
buwh. Tolerates hot, dry slopes
(Eramstis curvula)
and acid, infertile soils. May be
added to mixes.
KOREAN
25 Ibs.
approx. I'A
X
X
-
X
X
-
Want season annual legume.
LESPEDEZA`
lbs.
Tolerates acid soils. May be
(Lesudem eti Maces
added to mixes.
a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2.
b Southem Piedmont and Coastal Plain-
- May be used as a cover crop with spring seeding.
d May be used as a cover crop with faU seeding.
X May be planted between these dates.
Ea
not be planted between these dates.
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DRAWN BY:
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CHECKEDBY:
DATE:
03-19-2021
SCALE:
AS SHOWN
JOB:
20-1962
FILE:
20-1962
SHEET:
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/ APPROXIMATE
LOCATION
FLOODPLAIN �� STREAM EDGE OF
\ / CREEK
I l
10YR WSE ( 1 LIMITS OF
DISTURBANCE
(0.18AC)
WPO BUFFER (GIS) /
�B CK MOUNTAIN\
100YR WSE JA\ SECONDARY A C EEK CROSSING
CONTAIN /
CHEMICAL ALLET_
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30 0 30 60 90
SCALE: 1" = 30'
I 1
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SCALE: 1" = 30
SEQUENCE OF CONSTRUCTION
1. PRIOR TO ANY LAND DISTURBANCE, CONTRACTOR TO HAVE SURVEYOR FLAG
CLEARING LIMITS. NO CLEARING OR GRADING IS ALLOWED OUTSIDE OF LIMITS.
PERMANENT SEEDING SHALL BE APPLIED TO AREAS WHERE FINAL GRADE IS
REACHED.
2. INSTALL CONSTRUCTION ENTRANCE TO GAIN ACCESS TO THE SITE. INSTALL
SILT FENCE, AS INDICATED ON THE PLANS, ENSURE THAT SILT FENCE IS
PLACED 1 FOOT ON THE DOWNHILL SIDE OF ALL SILL AND OR ABUTMENTS
SO THERE IS AS LITTLE EARTH MOVING ACTIVITIES ALONG THE STREAM BANK
AS POSSIBLE. NO STREAM DISTURBANCES SHALL OCCUR WITH THIS EROSION
& SEDIMENT CONTROL PLAN.
3. PLACE BRIDGES ON CONCRETE SILL OR ABUTMENTS.
4. BUILD THE STORM WATER CONVEYANCE CHANNELS AND CLEAN WATER
DIVERSIONS AS SHOWN.
5. UPON FINAL STABILIZATION AND WITH THE APPROVAL OF THE E&SC
INSPECTOR EXTERIOR MEASURES MAY BE REMOVED.
NOTE: IT SHALL BE THE CONTRACTOR OR OWNERS RESPONSIBILITY TO ADHERE
TO REQUESTS FROM THE COUNTY'S E&S INSPECTOR TO ADD OR MODIFY E&S
MEASURES DURING CONSTRUCTION.
UNEPTE
EXISTING TREELINE
PROPOSED TREELINE
10YR WATER SURFACE
100YR FLOODPLAIN ••••••••••••••I
GIS WP BUFFER
LIMITS OF DISTURBANCE
STREAM WATERLINE
CUT/FILL AREA
6" CRUSHER RUN
2" - 1 LAYER
#3 STONE
10'
0.5' 27 CROSS SLOPE 0.5'
3O BO 9O DRIVEWAY TYPICAL
SECTION STA 11+28 to 11+75
STA 12+10 to 13+93
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DRAWN BY:
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CHECKED BY:
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Dustin nEE' Greene
Lic. No.
-6 55833 t,4
�a 2/11/22
;P&SIONAL
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DATE:
03-19-2021
SCALE:
1 "=20'
JOB:
20-1962
FILE:
20-1962
SHEET:
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SECTION A —A
FILTER
APRON LINING SHALL BE
A
PLAN VIEW
SECTION A —A
FILTER
APRON LINING SHALL BE
)E OUTLET TO
AT AREA WITH
DEFINED CHANNEL
d 50 —
— d
KEY IN 6"-9";
RECOMMENDED FOR
ENTIRE PERIMETER
n
PIPE OUTLET TO
WELL—DEFINED
CHANNEL
d 50
0% —
d-
KEY IN 6"-9";
RECOMMENDED FOR
ENTIRE PERIMETER
Outlet Protection Table
Outlet
Pipe
Apron
Upstream
Downstream
Stone
Structure
Diameter
Discharge (cfs)
Length (ft)
Apron Width
Apron Width (ft)
Depth
Riprap Stone Size
(in)
(ft)
(in)
1
12
2.54
6
3
9
12
Class Al
CWD EAST
N/A
3.77
6
4
10
12
Class Al
CWD WEST
N/A
0.79
6
4
10
12
Class Al
*** ENSURE THAT OUTLET PROTECTION IS BUILT AT 0% SLOPE
NOT TO SCALE
SILT Fu141L
FLOW
*VDOT #3, #357, #5, #56 ORJ,
COARSE AGGREGATE TO REPLACE
SILT FENCE IN "HORSESHOE" WHEN
HIGH VELOCITY OF FLOW
IS EXPECTED.
Silt Fence
*UISIANCE IS 6 MINIMUM IF
FLOW IS TOWARD EMBANKMENT
FLOW
Stone Combination
�I 1.0' 1.5
V Lf1JJ I
RIPRAP
CULVERT INLET PROTECTION 3.08 (CIP
NOT TO SCALE
GROUND
70' MIN.
FILTER CLOTH 6" MIN. i A
SIDE ELEVATION
M
12' MIN.
VDOT #1
COURSE AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
70' MIN.
3
��POSITIVE DRAINAGE
B TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
10' MIN.
FILTER CLOTH SECTION A — A
L 6'-7" J
EXISTING
PAVEMENT
1
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
7-
10' MIN.
REINFORCED CONCRETE' DRAIN SPACE
SECTION B—B
Compacted Soil
18" �
MIN
}� 4.5' MIN
3.09 DD
NOT TO SCALE
SILT FENCE OUTLET DETAIL oP
(SPECIAL DESIGN) SILT
FENCE
T2N
Provide energy dissipators
EXIST. o �L EXIST. (SCC—ED) as required to
GROUND
GROUND reduce velocity and prevent
ELEV r(nx scour, at end of diversions.
6. OUTLET CROSS SECTOIN
PERSPECTIVE VIEW
acted Soil
—Filter Fabric
Clean Water Flow
4.5' MIN
CLEAN WATER DIVERSION DIKE (CWD)
NOT TO SCALE
CONSTRUCTION ENTRANCE DETAIL 3.02 (CE)
NOT TO SCALE
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" x 4" TRENCH
1. SET THE STAKES UPSLOPE ALONG THE LINE OF
STAKES.
6"
MAX
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
i
POINT A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SILT FENCE DETAIL 3.05 (SF)
NOT TO SCALE
0 N
N
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DATE:
03-19-2021
SCALE:
1 "=20'
JOB:
20-1962
FILE:
20-1962
SHEET:
V OF 05
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LI N ETYPE
EXISTING TREELINE
PROPOSED TREELINE
10YR WATER SURFACE
100YR FLOODPLAIN
WATER PROTECTION BUFFER
LIMITS OF DISTURBANCE
WATERLINE
STREAM BUFFER MITIGATION
STREAM BUFFER IMPACT AREA TOTAL = 23,104 SF (0.53 AC)
IMPACT AREA A 5,163 SF
IMPACT AREA B 7,807 SF
IMPACT AREA C 10,134 SF
STREAM BUFFER MITIGATION/REPLACEMENT RATIO - 2:1
MITIGATION AREA REQUIRED = 46,208 SF (1.06 AC)
MITIGATION AREA PROVIDED = 46,209 SF (1.06 AC)
MITIGATION AREA #1 = 28,589 SF (0.65 AC)
REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC
455 CONTAINER -GROWN SEEDLINGS
PROVIDED: 455 CONTAINER -GROWN SEEDLINGS
MITIGATION AREA #2 = 10,308 SF (0.24 AC)
REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC
168 CONTAINER -GROWN SEEDLINGS
PROVIDED: 168 CONTAINER -GROWN SEEDLINGS
MITIGATION AREA #3 = 7,312 SF (0.17 AC)
REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC
119 CONTAINER -GROWN SEEDLINGS
PROVIDED: 119 CONTAINER -GROWN SEEDLINGS
TOTAL PLANTS REQUIRED = 742
TOTAL PLANTS PROVIDED = 742
PLANT SCHEDULE PLANTING AREA#1
QNTY.
BOTANICAL NAME
COMMON NAME
COMMENTS
CONTAINER -GROWN
SEEDLINGS
CANOPY TREES
42
Acerrubrum
RED MAPLE
27
Diospyrosvirginiana
AMERICAN PERSIMMON
29
Quercus bicolor
SWAMP WHITE OAK
37
Quercus palustris
PIN OAK
UNDERSTORY TREEES
30
Amelanchierlaevis
ALLEGHENYSERVICEBERRY
25
Prunus americana
AMERICAN PLUM
SHRUBS
30
Hamamelisvirginiana
WITCH HAZEL
351teavirginica
VIRGINIASWEETSPIRE
20
Lindera benzoin
NORTHERN SPICEBUSH
35
Rubus occidentalis
BLACK RASPBERRY
30
Sambucus Canadensis
AMERICAN ELDERBERRY
27
Vaccinium angustifolium
LOWBUSH BLUEBERRY
27
Vaccinium corymbosum
IHIGHBUSH BLUEBERRY
31
Viburnum dentatum
ISOUTHERN ARROWWOOD
30
Viburnum prunifolium
IBLACKHAW VIBURNUM
455 TOTAL
PLANT SCHEDULE PLANTI NG AREA #2
QNTY.
BOTANICAL NAME
COMMON NAME
COMMENTS
CANOPY TREES
17 1 Acerrubrum
RED MAPLE
CONTAINER -GROWN
SEEDLINGS
11
Diospyrosvirginiana
AMERICAN PERSIMMON
11
Quercus bicolor
SWAMP WHITE OAK
9
Quercus palustris
PIN OAK
UNDERSTORY TREEES
11
Amelanchierlaevis
ALLEGHENYSERVICEBERRY
9
Prunus americana
AMERICAN PLUM
SHRUBS
9
Hamamelisvirginiana
WITCH HAZEL
111teavirginica
VIRGINIASWEETSPIRE
11
Lindera benzoin
NORTHERN SPICEBUSH
11
Rubus occidentalis
BLACK RASPBERRY
15
Sa mbucus Ca nadensis
AMERICAN ELDERBERRY
11
Vaccinium angustifolium
LOWBUSH BLUEBERRY
11
Vaccinium corymbosum
HIGHBUSH BLUEBERRY
10
Viburnum dentatum
SOUTHERN ARROWWOOD
11
Viburnum prunifolium
BLACKHAW VIBURNUM
168 TOTAL
PLANT SCHEDULE PLANTING AREA #3
QNTY.
BOTANICAL NAME
COMMON NAME
COMMENTS
CANOPY TREES
15 Acerrubrum
RED MAPLE
CONTAINER -GROWN
SEEDLINGS
12
Diospyrosvirginiana
AMERICAN PERSIMMON
5
Quercus bicolor
SWAMP WHITE OAK
7
Quercus palustris
PIN OAK
UNDERSTORY TREEES
12
Amela nchier laevis
ALLEGHENYSERVICEBERRY
5
Prunus americana
AMERICAN PLUM
SHRUBS
9
Hamamelisvirginiana
WITCH HAZEL
9
[teavirginica
VIRGINIASWEETSPIRE
3
Lindera benzoin
NORTHERN SPICEBUSH
7
Rubus occidentalis
BLACK RASPBERRY
9SambucusCanadensis
AMERICAN ELDERBERRY
5
Vaccinium angustifolium
LOWBUSH BLUEBERRY
7
Vaccinium corymbosum
HIGHBUSH BLUEBERRY
9
Viburnum dentatum
SOUTHERN ARROWWOOD
5
Viburnum prunifolium
BLACKHAW VIBURNUM
119 TOTAL
l /
MITIGATION PLANTING AREA #1 •'I
28,589 IS IF r
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SCALE:
JOB:
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FILE:
DRIVEWAY PLAN
SHEET:
40F 5
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LINETYPE
EXISTING TREELINE
PROPOSED TREELINE
10YR WATER SURFACE
100YR FLOODPLAIN
WATER PROTECTION BUFFER
LIMITS OF DISTURBANCE
WATERLINE
PLANT SCHEDULE SEEDING MIX
Qntv. Botanical Name
Common Name Comment
23.80%
Panicum clandestinum
Deertongue Tioga
Seeding Rate -
20lbs per acre with 30lbs per
acre Rye cover crop
PLANTING AREA#1
6.6lbs Seed Mix
6.9lbs Cover Crop
PLANTING AREA#2
9.8lbs Seed Mix
14.7 Ibs Cover Crop
20.00%
Elymus virginicus
Virginia Wildrye
15.50%
Andropogon gerardii 'Niagara'
'Niagara' Big Bluestein
12.00%
Carex vulpinoidea
Fox Sedge
5.00%
Carex lurida
Lurid Sedge
5.00%
Carex scoparia
Blunt Broom Sedge
4.50%
Carex lupulina
Hop Sedge
4.00%
Verbena hastata
Blue Vervain
2.00%
Heliopsis helianthoides
Oxeye Sunflower
1.50%
Cinna arundinacea
Wood Reedgrass
1.00%
Asclepias incarnata
Swamp Milkweed
1.00%
Juncus effusus
Soft Rush
0.50%
Eupatorium perfoliatum
Boneset
0.50%
Helenium autumnale
Common Sneezeweed
0.50%
Zizia aurea
Golden Alexanders
0.40%
Aster novae-anglia
New England Aster
0.40%
Aster puniceus
Purplestem Aster
0.40%
Aster umbellatus
Flat Topped White Aster
0.40%
Monarda fistulosa
Wild Bergamot
0.40%
Penthorum sedoides
Ditch Stonecrop
0.40%
Pycnanthemum tenuifolium
Narrowleaf Mountainmint
0.40%
Scirpus cyperinus
Woolgrass
0.30%
Lobelia siphilitica
Great Blue Lobelia
0.10%
Solidago rugosa
Wrinkleleaf Goldenrod
Ernst Conservation Seeds, Inc. Seed Mix - ERNMX-154 Floodplain Mix or Equivalent
STREAM -BUFFER MITIGATION GENERAL PLANTING NOTES
1. IF IT IS NECESSARY TO KILL OFF ANY INVASIVE UNDESIRED SPECIES WITH
HERBICIDES, SITE PREPARATION SHOULD BEGIN IN THE FALL PRIOR TO THE
TREE PLANTING AND SEEDING. UNDESIRED SPECIES MAY INCLUDE MULTIFLORA
ROSE, HONEYSUCKLE AND OTHER SPECIES DEEMED TO BE INVASIVE BY THE
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION. THE HERBICIDE
SHOULD BE APPLIED BY A LICENSED SPRAY TECHNICIAN USING ANON -TOXIC,
BIODEGRADABLE HERBICIDE TO CONTROL UNDESIRABLE VEGETATION.
2. FOR AREAS THAT ARE STABILIZED WITH EXISTING GRASS COVER, MOW AND
AERATE AREA PRIOR TO PLANTING AND/OR OVERSEEDING.
3. FOR AREAS THAT ARE DISTURBED AND NOT STABILIZED WITH EXISTING GRASS
COVER, AREA SHALL BE PREPARED AND ORDERED BY TILLING OR SCARIFYING
TO A MINIMUM DEPTH OF 2". TEST SOIL PH; THE PH LEVEL WITHIN THE
GENERALIZED ROOT ZONE OF STREAM BUFFER MITIGATION PLANTINGS SHOULD
BE TESTED AND BROUGHT TO WITHIN A RANGE of 9.0 TO 7.0. THE PH
ADJUSTMENTS CAN BE MADE USING POWDERED LIME.
4. ALL PLANTING PATTERNS SHALL BE RANDOM AND MIXED TO MIMIC NATURAL
LANDSCAPES.
• CONTAINER GROWN SEEDLINGS -- AVERAGE OF 8' ON -CENTER
5. VEGETATION SHOULD BE PLANTED AS SOON AS THE AMBIENT SOIL
TEMPERATURE IS ABOVE 41' F THROUGH MAY.P
6. PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED
ONSITE MUST BE PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE
PLANTS SHOULD BE STORED IN A PROTECTED AREA UPON ARRIVAL IN ORDER
TO SHADE THEM FROM EXPOSURE TO THE SUN AND DRYING WIND. TREES
AND/OR SHRUBS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY
SHALL BE KEPT WELL SHADED, PROTECTED, AND WATERED. ALL DAMAGED
PLANTS SHALL BE REMOVED FROM STORAGE WHEREUPON THEY MAY BE USED
AS MULCH UNLESS THEY ARE DISEASED..
7. HOLES EXCAVATED FOR THE SEEDLINGS SHALL BE 3-TIMES THE CONTAINER
DIAMETER OR AT LEAST 6" WIDER THAN THE BARE ROOT DIAMETER. THE HOLES
MAY BE EXCAVATED EITHER BY HAND SHOVEL OR BY POWER AUGER. EXCESS
SOIL GENERATED FROM THE EXCAVATIONS SHALL BE DISPOSED OF RANDOMLY
OVER THE SITE.
8. THE PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN
AND THE TRUNK SHOULD BE SITUATED NEARLY PLUMB.
9. AVOID PLANTING SEEDLINGS/WHIPS IN EXTREMELY DRY, HOT OR WINDY
CONDITIONS. HEAT AND WIND CAN QUICKLY DRY OUT LEAVES AND ROOTS.
10. WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY AFTER PLANTING.
11. FOR DISTURBED AND UN -STABILIZED AREA, THE AREAS COMPACTED BY FOOT
OR VEHICLE TRAFFIC SHALL BE AERATED PRIOR TO RESEEDING AREA AFTER
TREES AND/OR SHRUBS HAVE BEEN PLANTED.
12. FOR DISTURBED AREAS, BROADCAST THE SUGGESTED SEED MIX BY HAND OR
MACHINE EVENLY OVER THE PLANTING AREA AND FOLLOW WITH ALIGHT RAKING
OR ROLLING TO ACHIEVE GOOD SEED -TO -SOIL CONTACT. COVER WITH A LIGHT
LAYER OF STRAW MULCH.
13. FOR OVERSEEDING AREAS, THE SEED CAN BE BROADCAST BY HAND OR
MACHINE DIRECTLY AFTER AERATION OF SOIL.
14. NO STORAGE OF HERBICIDES OR OTHER AGRICULTURAL CHEMICALS SHALL BE
PERMITTED NEAR THE PLANT STORAGE OR MITIGATION AREAS.
15. ALL WOODY PLANTS AND SEED MIXES SPECIFIED ARE NATIVE SPECIES. ANY AND
ALL PLANT OR SEEDING SUBSTITUTIONS MUST BE NATIVE. CONTRACTOR TO
VERIFY THAT ANY SUBSTITUTION IS A NATIVE EQUIVALENT AND NOT ON THE
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION INVASIVE SPECIES
PLANT LIST.
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WPO STREAM BUFFER ••••..• �� P I: Iv._� i /l // / /l /� // // /�i+
IMPACT AREA B
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STREAM -BUFFER MITIGATION MAINTENANCE NOTES
1. VISUALLY INSPECT PLANTING AREAS ON AN ANNUAL BASIS.
A. RESEED BARE SPOTS WITH A MIXTURE OF GRASS, PERENNIAL AND/OR WOODY VEGETATION SEEDS. USE NATIVE
SPECIES ONLY.
B. IDENTIFY WEED PROBLEMS WITHIN THE PLANTING AREA.
a. CONTROL WEEDS AS SOON AS POSSIBLE BEFORE THEY GROW OUT OF CONTROL. WEED CONTROL METHODS WILL
VARY, BUT MAY INCLUDE REMOVAL BY HAND, MOWING, SELECTIVE USE OF HERBICIDES, MULCHING, AND OTHER
INTEGRATED VEGETATION MANAGEMENT (IVM) TECHNIQUES.
b. CONTINUE WEED CONTROL UNTIL WOODY PLANTS ARE FULLY ESTABLISHED IN THE PLANTING AREA, NORMALLY 2 TO
3 YEARS AFTER PLANTING.
C. INSPECT AREA FOR EVIDENCE OF HIGH DEER BROWSE PRESSURE OR RODENT POPULATIONS.
a. IF THERE IS EVIDENCE OF HIGH IMMORTALITY RATE, CONSIDER AVAILABLE OPTIONS FOR CONTROLLING PEST
PROBLEM SUCH AS FENCING TREE SHELTERS AND TREE CAGES TO REPELLENTS INCLUDING IN -SOIL SYSTEMIC
TABLETS FOLIAR SPRAYS OF MANY TYPES AND ACTIVE INGREDIENTS.
D. CHECK SURVIVAL IN LATE FALL AFTER SECOND YEAR TO ESTABLISH SURVIVAL RATE. MINIMAL SURVIVAL IS 490
PLANTS/ACRE OR A 70% SURVIVAL RATE FOR SEEDLINGS.
a. IF THE SURVIVAL RATE IS NOT AT THE SPECIFIED MINIMUM AND REPLACEMENT PLANTINGS ARE WARRANTED,
PLANTING AREAS SHOULD BE SURVEYED TO TRY TO IDENTIFY THE LIKELY CAUSE OF THE PLANT MORTALITY.
SOURCES OF THE MORTALITY SHOULD BE CONTROLLED AND MITIGATED FOR PRIOR PLANTINGS REPLACEMENTS.
E. CHECK FOR NATURAL REGENERATION. WHERE ABUNDANT, LIMIT FURTHER MOWING UNLESS SITE IS PRONE TO VOLES
OR INVASIVE PLANTS.
F. IF TREE TUBES ARE USED, REGULARLY INSPECT THEM TO MAKE SURE THEY ARE NOT TOO TIGHT ON THE TREE, THAT
SMALL ANIMALS OR INSECTS HAVE NOT BUILT NESTS INSIDE THE TUBES, AND THAT THE TREE IS GROWING PROPERLY.
REPLACE OR REMOVE THE TUBES AS NEEDED.
G. IN YEARS 3-5, PRUNE AND THIN TREES AND SHRUBS TO ENSURE ADEQUATE GROWING SPACE AND OPTIMAL GROWTH
RATES.
2. VISUALLY INSPECT PLANTING AREAS AFTER MAJOR STORM EVENTS.
A. IF STORM DAMAGE IS PRESENT, FIX EROSION DAMAGE THEN REPLANT AREA AT THE MINIMUM PLANTING RATE FROM
THE ORIGINAL PLANTING PLAN OR RESEED MANUFACTURES' RECOMMENDED APPLICATION RATE
3. IF POSSIBLE, AVOID WORKING IN THE RIPARIAN AREA BETWEEN APRIL 15 AND AUGUST 15. DURING THIS TIME PERIOD,
DISTURBANCE CAN BE DETRIMENTAL TO A VARIETY OF WILDLIFE, BECAUSE OF MATING AND NEWLY BORN WILDLIFE.
MATdiHLINE SHE T 4 /
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Riparian Buffers Guidance Manual
WPO STREAM BUFFER'
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DATE:
9-24-2021
SCALE:
JOB:
20.01962
FILE:
DRIVEWAY PLAN
SHEET:
50F 5
Q\RGA\TMPROI\20 i962 - Nysbom Orivpxay CmsSing\DWG\E&$ %an (hvg, 2/11/2072 2370 PM, Au[°CAO PUF (Gerr¢ral Oxum¢ntati°n) pr3