HomeMy WebLinkAboutSDP201300052 Assessment - Environmental 2013-10-09 •
ALBEMARLE
NELSON FLLNANNA
Thomas Jefferson Soil and Water Conservation District
706 Forest St, Ste G
Charlottesville, VA 22903
975-0224
October 9, 2013
TO: Andy Sorrell
Planning Department
RE: Soils Report for:
Ragged Mt. Farm — AT&T - % A t' 4174)
Soil Map—Albemarle County,Virginia
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USDATDA Natural Resources Web Soil Survey 10/10/2013
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Albemarle County,Virginia
(Ragged Mt-AT&T)
MAP LEGEND MAP INFORMATION
Area or Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1 15,800
Area of Interest(AOI) Stony Spot
Soils Warning Soil Map may not be valid at this scale
co Very Stony Spot Enlargement mapsmapping[] Soil Map Unit Polygons g ment of beyond the scale of ma in can cause
Wet Spot misunderstanding of the detail of mapping and accuracy of soil line
Soil Map Unit Lines placement.The maps do not show the small areas of contrasting
Other soils that could have been shown at a more detailed scale
• Soil Map Unit Points
Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
(o) Blowout Water Features measurements
Streams and Canals
® Borrow Pit Source of Map Natural Resources Conservation Service
Transportation Web Soil Survey URL http//websoilsurvey nrcs usda gov
X Clay Spot «i-F Rails Coordinate System Web Mercator(EPSG 3857)
(j Closed Depression �y Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
• Gravel Pa US Routes projection,which preserves direction and shape but distorts
Gravelly Spot distance and area A projection that preserves area,such as the
•• Major Roads Albers equal-area conic projection,should be used if more accurate
Landfill
Local Roads calculations of distance or area are required
®
A. Lava Flow Background This product is generated from the USDA-NRCS certified data as of
4k, Marsh or swamp . Aenal Photography the version date(s)listed below
• Mine or Quarry Soil Survey Area Albemarle County,Virginia
Survey Area Data Version 9,Jan 20,2010
O Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1 50,000
a Perennial Water or larger
Rock Outcrop Date(s)aenal images were photographed May 10,2010—Jun 4,
2011+
Saline Spot
Sandy Spot The orthophoto or other base map on which the soil lines were
• compiled and digitized probably differs from the background
44. Severely Eroded Spot imagery displayed on these maps As a result,some minor shifting
of map unit boundaries may be evident
O Sinkhole
:;.. Slide or Slip
• Sodic Spot
I SDA Natural Resources Web Soil Survey 10/10/2013
r Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Albemarle County,Virginia Ragged Mt.-AT&T
Map Unit Legend
Albemarle County,Virginia(VA003)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
4D Ashe loam,15 to 25 percent 2.2 30 3%
slopes
7B Braddock loam,2 to 7 percent 0.5 6 9%
slopes
36C Hayesville loam,7 to 15 percent 0.5 7 2%
slopes
36D Hayesville loam,15 to 25 1.9 26.1%
percent slopes
56B Meadowville loam,2 to 7 1.1 14.5%
percent slopes
56C Meadowville loam,7 to 15 1.1 14.9%
percent slopes
Totals for Area of Interest 7.4 100.0%
USDA Natural Resources Web Soil Survey 10/10/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3
Ragged Mt - AT&T
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Mao is/or Display Purposes Only•Aerial Imagery from the Commonwealth of Virginia antl Other Sources October 10 2013
Roads and Streets,Shallow Excavations,and Lawns and Landscaping--Albemarle County, Ragged Mt.-AT&T
Virginia
Roads and Streets, Shallow Excavations, and Lawns and
Landscaping
Soil properties influence the development of building sites, including the selection
of the site,the design of the structure,construction,performance after construction,
and maintenance.This table shows the degree and kind of soil limitations that affect
local roads and streets, shallow excavations, and lawns and landscaping.
The ratings in the table are both verbal and numerical. Rating class terms indicate
the extent to which the soils are limited by all of the soil features that affect building
site development. Not limited indicates that the soil has features that are very
favorable for the specified use. Good performance and very low maintenance can
be expected. Somewhat limited indicates that the soil has features that are
moderately favorable for the specified use. The limitations can be overcome or
minimized by special planning, design, or installation. Fair performance and
moderate maintenance can be expected. Very limited indicates that the soil has
one or more features that are unfavorable for the specified use. The limitations
generally cannot be overcome without major soil reclamation, special design, or
expensive installation procedures. Poor performance and high maintenance can
be expected.
Numerical ratings in the table indicate the severity of individual limitations. The
ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate
gradations between the point at which a soil feature has the greatest negative
impact on the use (1.00) and the point at which the soil feature is not a limitation
(0.00).
Local roads and streets have an all-weather surface and carry automobile and light
truck traffic all year.They have a subgrade of cut or fill soil material;a base of gravel,
crushed rock, or soil material stabilized by lime or cement; and a surface of flexible
material(asphalt), rigid material (concrete), or gravel with a binder.The ratings are
based on the soil properties that affect the ease of excavation and grading and the
traffic-supporting capacity.The properties that affect the ease of excavation and
grading are depth to bedrock or a cemented pan, hardness of bedrock or a
cemented pan, depth to a water table, ponding, flooding, the amount of large
stones, and slope. The properties that affect the traffic-supporting capacity are soil
strength (as inferred from the AASHTO group index number), subsidence, linear
extensibility(shrink-swell potential), the potential for frost action, depth to a water
table, and ponding.
Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet
for graves, utility lines, open ditches, or other purposes. The ratings are based on
the soil properties that influence the ease of digging and the resistance to sloughing.
Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan,the
amount of large stones, and dense layers influence the ease of digging,filling, and
compacting. Depth to the seasonal high water table, flooding, and ponding may
restrict the period when excavations can be made. Slope influences the ease of
using machinery. Soil texture, depth to the water table, and linear extensibility
(shrink-swell potential) influence the resistance to sloughing.
USDA Natural Resources Web Soil Survey 10/10/2013
Conservation Service National Cooperative Soil Survey Page 1 of 4
Roads and Streets,Shallow Excavations,and Lawns and Landscaping---Albemarle County, Ragged Mt.-AT&T
Virginia
Lawns and landscaping require soils on which turf and ornamental trees and shrubs
can be established and maintained. Irrigation is not considered in the ratings. The
ratings are based on the soil properties that affect plant growth and trafficability
after vegetation is established.The properties that affect plant growth are reaction;
depth to a water table; ponding; depth to bedrock or a cemented pan;the available
water capacity in the upper 40 inches; the content of salts, sodium, or calcium
carbonate; and sulfidic materials. The properties that affect trafficability are
flooding,depth to a water table, ponding,slope,stoniness, and the amount of sand,
clay, or organic matter in the surface layer.
Information in this table is intended for land use planning, for evaluating land use
alternatives, and for planning site investigations prior to design and construction.
The information, however, has limitations. For example, estimates and other data
generally apply only to that part of the soil between the surface and a depth of 5 to
7 feet. Because of the map scale, small areas of different soils may be included
within the mapped areas of a specific soil.
The information is not site specific and does not eliminate the need for onsite
investigation of the soils or for testing and analysis by personnel experienced in the
design and construction of engineering works.
Government ordinances and regulations that restrict certain land uses or impose
specific design criteria were not considered in preparing the information in this table.
Local ordinances and regulations should be considered in planning, in site
selection, and in design.
Report—Roads and Streets, Shallow Excavations, and Lawns
and Landscaping
[Onsite investigation may be needed to validate the interpretations in this table and
to confirm the identity of the soil on a given site.The numbers in the value columns
range from 0.01 to 1.00. The larger the value, the greater the potential limitation.
The table shows only the top five limitations for any given soil. The soil may have
additional limitations]
Roads and Streets,Shallow Excavations,and Lawns and Landscaping—Albemarle County,Virginia
Map symbol and soil Pct.of Local roads and streets Shallow excavations Lawns and landscaping
name map
unit Rating class and Value Rating class and Value Rating class and Value
limiting features limiting features limiting features
4D—Ashe loam, 15 to
25 percent slopes
Ashe 80 Very limited Very limited Very limited
Slope 1.00 Depth to hard bedrock 1.00 Slope 1 00
Depth to hard bedrock 0 90 Slope 1.00 Depth to bedrock 0.90
Frost action 0.50 Cutbanks cave 0.10 Droughty 0.32
t.SDA Natural Resources Web Soil Survey 10/10/2013
""'om Conservation Service National Cooperative Soil Survey Page 2 of 4
Roads and Streets,Shallow Excavations,and Lawns and Landscaping---Albemarle County, Ragged Mt.-AT&T
Virginia
Roads and Streets,Shallow Excavations,and Lawns and Landscaping—Albemarle County,Virginia
Map symbol and soil Pct.of Local roads and streets Shallow excavations Lawns and landscaping
name map
unit Rating class and Value Rating class and Value Rating class and Value
limiting features limiting features limiting features
7B—Braddock loam,2
to 7 percent slopes
Braddock 80 Very limited Somewhat limited Not limited
Low strength 1.00 Too clayey 0.13
Shrink-swell 0.50 Cutbanks cave 0.10
Frost action 0 50
36C—Hayesville
loam,7 to 15
percent slopes
Hayesville 80 Somewhat limited Somewhat limited Somewhat limited
Frost action 0 50 Slope 0 37 Slope 0.37
Slope 0.37 Cutbanks cave 0.10
Low strength 0.08
36D—Hayesville
loam, 15 to 25
percent slopes
Hayesville 80 Very limited Very limited Very limited
Slope 1.00 Slope 1 00 Slope 1.00
Frost action 0.50 Cutbanks cave 0.10
Low strength 0.08
56B—Meadowville
loam,2 to 7 percent
slopes
Meadowville 75 Very limited Somewhat limited Not limited
Low strength 1.00 Depth to saturated 0.61
zone
Shnnk-swell 0.50 Cutbanks cave 0.10
Frost action 0.50
56C—Meadowvile
loam,7 to 15
percent slopes
Meadowville 80 Very limited Somewhat limited Somewhat limited
Low strength 1 00 Depth to saturated 0.61 Slope 0.37
zone
Shnnk-swell 0.50 Slope 0.37
Frost action 0.50 Cutbanks cave 0 10
Slope 0 37
LSU.\ Natural Resources Web Soil Survey 10/10/2013
go" Conservation Service National Cooperative Soil Survey Page 3 of 4
Roads and Streets,Shallow Excavations,and Lawns and Landscaping--Albemarle County, Ragged Mt.-AT&T
Virginia
Data Source Information
Soil Survey Area: Albemarle County,Virginia
Survey Area Data: Version 9, Jan 20, 2010
USDA Natural Resources Web Soil Survey 10/10/2013
-ma" Conservation Service National Cooperative Soil Survey Page 4 of 4
•
Physical Soil Properties—Albemarle County,Virginia Ragged Mt.-AT&T
Report—Physical Soil Properties
Physical Soil Properties-Albemarle County,Virginia
Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind
and soil name bulk hydraulic water extensibility matter factors erodibility erodibility
density conductivity capacity group index
Kw Kf T
In Pct Pct Pct g/cc micro m/sec In/In Pct Pct
4D—Ashe
loam,15 to 25
percent
slopes
Ashe 0-10 -45- -42- 7-14-20 1 35-1 60 14 00-42 00 0 13-0 18 0 0-2 9 1 0-5 0 24 24 2 5 56
10-19 -45- -42- 7-14-20 1.35-1 60 14 00-42 00 0 10-0 14 0 0-2 9 0 0-1 0 .24 .32
19-24 -67- -23- 5-10-15 1.45-1 65 14 00-42 00 0 08-012 0 0-2 9 0 0-1 0 .17 .17
24-79 — — — — 0 00-42 00 — — —
78—Braddock
loam,2 to 7
percent
slopes
Braddock 0-8 -43- -40- 10-18-25 1.20-1.50 4 00-42.00 0 14-0 19 0 0-2 9 1 0-2 0 32 32 4 8 0
8-79 -26- -29- 35-45-55 1 20-1 50 4 00-14 00 0 12-0 17 3 0.5 9 0 0-0.5 .24 .28
36C—
Hayesville
loam,7 to 15
percent
slopes
Hayesvlle 0-7 -43- -40- 10-18-25 1.35-1.60 14 00-42 00 012-0 20 0 0-2 9 1 0-3 0 20 20 5 5 56
7-58 -30- -30- 30-40-50 1 20-1 35 4 00-14 00 015-0 20 0 0-2.9 0 5-1 0 24 24
58-67 -56- -15- 20-30-40 1 30-1 40 4 00-14 00 012-0 20 0 0.2 9 0 0-0 5 20 20
67-83 -69- -16- 5-15-25 1 45-1.65 14 00-42 00 0 11-0 15 0 0-2 9 0 0-0 5 17 17
USDA Natural Resources Web Soil Survey 1 011 0/2 01 3
Conservation Service National Cooperative Soil Survey Page 4 of 6
Physical Soil Properties—Albemarle County,Virginia Ragged Mt.-AT&T
Physical Soil Properties-Albemarle County,Virginia
Map symbol Depth Sand Sitt Clay Moist Saturated Available Linear Organic Erosion Wind Wind
and soil name bulk hydraulic water extensibility matter factors erodibility erodibility
density conductivity capacity group index
Kw Kf T
In Pct Pct Pct g/cc micro m/sec In/In Pct Act
36D—
Hayesville
loam,15 to 25
percent
slopes
Hayesville 0-7 -43- -40- 10-18-25 1 35-1 60 14 00-42 00 012-0 20 0 0-2 9 1 0-3 0 20 20 5 5 56
7-58 -30- -30- 30-40-50 1 20-1 35 4 00-14 00 015-0 20 0 0-2 9 0 5-1 0 24 24
58-67 -56- -15- 2030-40 1 30-1 40 4.00-14.00 0.12-0.20 0 0-2 9 0 0-0 5 20 20
67-83 -69- -16- 5-15-25 1.45-1 65 14.00.42 00 0 11-0 15 0 0-2 9 0 0-0 5 .17 .17
568—
Meadowville
loam,2 to 7
percent
slopes
Meadowville 0-14 -43- -39- 10-19-27 1 00-1.25 14.00-42.00 017-0 20 0 0-2 9 2 0-4 0 .37 .37 3 6 48
14-48 -37- -37- 20-26-35 1 20-1 50 4 00-42 00 0 14-0 19 3 0-5 9 0.0-0.5 28 28
46-79 -33- -47- 7-20-27 1 20-1 50 4 00-42 00 0 11-0 17 3 0-5 9 0.0-0 5 28 28
56C—
Meadowville
loam,7 to 15
percent
slopes
Meadowville 0-14 -43- -39- 10-19-27 1 00-1 25 14 00-42 00 017-0.20 0 0-2 9 2 0-4 0 37 37 3 6 48
14-46 -37- -37- 20-26-35 1 20-1 50 4.00-42.00 0 14-0 19 3 0-5 9 0 0-0 5 .28 .28
46-79 -33- -47- 7-20-27 1.20-1 50 4 00-42 00 0 11-0 17 3 0-5 9 0.0-0 5 28 28
USDA Natural Resources Web Soil Survey 10/10/2013
Conservation Service National Cooperative Soil Survey Page 5 of 6
Soil Features—Albemarle County,Virginia Ragged Mt.-AT&T
Report—Soil Features
Soil Features-Albemarle County,Virginia
Map symbol and Restrictive Layer Subsidence Potential for frost Risk of corrosion
soil name action
Kind Depth to Thickness Hardness Initial Total Uncoated steel Concrete
top
In In In In
4D—Ashe loam,15
to 25 percent
slopes
Ashe Ldhic bedrock 20-40 — Very strongly — — Moderate Low High
cemented
7B—Braddock
loam,2 to 7
percent slopes
Braddock — — — — Moderate High Moderate
36C—Hayesville
loam,7 to 15
percent slopes
Hayesville — — — — Moderate Moderate Moderate
36D—Hayesville
loam,15 to 25
percent slopes
Hayesville — — — — Moderate Moderate Moderate
56B—Meadowville
loam,2 to 7
percent slopes
Meadowville — — — — Moderate High High
56C—Meadowville
loam,7 to 15
percent slopes
Meadowville — — — — Moderate High High
gillNatural Resources Web Soil Survey 10/10/2013
�ll� Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Features—Albemarle County,Virginia Ragged Mt -AT&T
Soil Features
This table gives estimates of various soil features. The estimates are used in land
use planning that involves engineering considerations.
A restrictive layer is a nearly continuous layer that has one or more physical,
chemical, or thermal properties that significantly impede the movement of water
and air through the soil or that restrict roots or otherwise provide an unfavorable
root environment. Examples are bedrock, cemented layers, dense layers, and
frozen layers.The table indicates the hardness and thickness of the restrictive layer,
both of which significantly affect the ease of excavation. Depth to top is the vertical
distance from the soil surface to the upper boundary of the restrictive layer.
Subsidence is the settlement of organic soils or of saturated mineral soils of very
low density. Subsidence generally results from either desiccation and shrinkage,
or oxidation of organic material,or both,following drainage.Subsidence takes place
gradually, usually over a period of several years.The table shows the expected
initial subsidence,which usually is a result of drainage,and total subsidence,which
results from a combination of factors.
Potential for frost action is the likelihood of upward or lateral expansion of the soil
caused by the formation of segregated ice lenses(frost heave)and the subsequent
collapse of the soil and loss of strength on thawing. Frost action occurs when
moisture moves into the freezing zone of the soil. Temperature, texture, density,
saturated hydraulic conductivity(Ksat), content of organic matter, and depth to the
water table are the most important factors considered in evaluating the potential for
frost action. It is assumed that the soil is not insulated by vegetation or snow and
is not artificially drained. Silty and highly structured, clayey soils that have a high
water table in winter are the most susceptible to frost action. Well drained, very
gravelly, or very sandy soils are the least susceptible. Frost heave and low soil
strength during thawing cause damage to pavements and other rigid structures.
Risk of corrosion pertains to potential soil-induced electrochemical or chemical
action that corrodes or weakens uncoated steel or concrete. The rate of corrosion
of uncoated steel is related to such factors as soil moisture, particle-size
distribution, acidity, and electrical conductivity of the soil. The rate of corrosion of
concrete is based mainly on the sulfate and sodium content, texture, moisture
content,and acidity of the soil.Special site examination and design may be needed
if the combination of factors results in a severe hazard of corrosion. The steel or
concrete in installations that intersect soil boundaries or soil layers is more
susceptible to corrosion than the steel or concrete in installations that are entirely
within one kind of soil or within one soil layer.
For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is
based on soil drainage class, total acidity, electrical resistivity near field capacity,
and electrical conductivity of the saturation extract.
For concrete, the risk of corrosion also is expressed as low, moderate, or high. It
is based on soil texture, acidity, and amount of sulfates in the saturation extract.
USDA Natural Resources Web Soil Survey 10/10/2013
Conservation Service National Cooperative Soil Survey Page 1 of 3