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HomeMy WebLinkAboutSDP201700047 Study 2017-09-05Soils Report For Brookhill — Sec. 1, Ph. 4A & 8A - Initial Tax Map ID: 04600-00-00-01800, 04600-00-00-01900, 04600-00-00- 018A0 Item Number: SDP201700047 Prepared: September 5, 2017 Uw= Thomas Jefferson Soil & Water Conservation District "To exercise leadership in promoting natural resource protection. - 706 Forest Street, Suite G Charlottesville, Virginia 22903 Phone: (434) 975-0224 I-- -.t moi;: w N � l6 U D CD r O N S C m �y d m m •� � O y N E N m N m = N (Dm E Q Cz L C NCL N 9 ` U N fp E caO ^ y0 cs rR Nm o Q i° c l0 47 d ° 0'. C N 47 N d (7 U1 N Z� m N �O y Z Q '�O N y m13 c J h W} Q QE '� O U 'C7 N N L. N O m 10 U r L r p y y -0 CL cl) 0) a [!i m E O o 0 = m mops d p0 m o mvNM 7. c p }+G7 U 0 r O U C5 y m a, co E co y Z •1 0- ° m a' it ° M N .] .Q y a --0 = p W O m Q m cmn E m -0 0� dE ° I N .n (� 7m � m� a o N v� N Ern t1 }+ N n 2 0, Q� Q U � = } O E O W y C y N Q m Q> y Z /n m 7 .0 O O m z Q+ m U- ro L rq m m Q1 � m O N O- 0O .� N U) L >+ t N CO N io W L 7 O -O T r pc mem 1 �o`�n a QQ� m oa�m c c y N E .0 paw E c co O. m �ogp 'o 0 Qy y �; O mo d to P- D a ,cmc° CO3 7P LO O CV ° ❑ ID y 111 L `.- I9 ly0 Q7 m 4L) m O p d n �� as (6 Q N V N ray :� 0 7 q � Lp Q7 [p Cj .-S + E !t- F- . a E m U ci'n ¢ m .� H v (A w cn — .i i-- ._ m I-- -.t moi;: w N m W L y0 cs N ci U r Q i° da a a o m13 c J h ro '� m n S T 0) a [!i m E m 0 d _ OC Q) N m N (5 V w m m co N ` it o .m. 5 Ir =3 •!3 2 V 3 l6 C v Z W t1 E3 _• m a + m u 0 W J Q p a a m c m. tr yriw OC 0- ° a w Z w m m m CL a LLJ CL N 0 ° CL m m 19 CL m m 7 d 6 U) C7 �m n+ 3+ _ p O o m _l6 7 ° C!1 w T m N ° O - ° Q (p ° V" m ai t cu �/ m m V Y C v m m U WO Q V1 •O U) •O Cn C O G m m ro 0 C3 0 0 J iy J � C_ '2 w � m a- O d' Wm V1 m m m = N O co m Q m aCf, M © a ., v, I-- -.t moi;: Soil Map -Albemarle County, Virginia Map Unit Legend Brookhill - Sec. 1, Ph. 4A & SA - Initial #"t, Albemarle County, Virginia (YA003) Map Unit Symbol Map Unit Name Acres in AOI Percent of A01 116 Chewacla silt loam I - - 1.9 0.7% 276 - Elioak loam, 2 to 7 percent 3.9 1.4% slopes 2713 Elioak loam, 15 to 25 percent slopes 7.0 27C Elioak loam, 7 to 15 percent 6.4 2.3% i I slopes Subtotals for #2 slopes 1.1 0.4% 34C i Glenelg loam, 7 to 15 percent 1.2 slopes 34D Glenelg loam, 15 to 25 percent 6.2 2.2%'i slopes 39D Hazel loam, 15 to 25 percent 7.6 2.7% slopes 195 Wehadkee silt loam 1.0 0.4% Subtotals for #1 28.2 i 10.0% rotais for Area of Interest 282.6 100.0% #2, Albemarle County, Virginia (VA003) Map Unit Symbol Map Unit Name Acres in AOI Percent of AW L6 Chewacla silt loam 27B Elioak loam, 2 to 7 percent slopes 0.5 8.1. 0.2% 2.9% 27C Elioak loam, 7 to 15 percent 7.8 2.8% slopes slopes 2713 Elioak loam, 15 to 25 percent slopes 7.0 2.5% 39D Hazel loam, 15 to 25 percent 21.3 7.5% i I slopes Subtotals for #2 44.71 1.1 0.4% 15.8% Totais for Area of Interest 282.6 100.0% 93, Albemarle County, Virginia (VA003) Map Unit Symbol Map Unit Name Acres In A01 Percent of AO[ 16 Chawacle silt loam 0.6 0.2% 127B Elioak loam, 2 to 7 percent 38.2 13.5% slopes 27C Elioak loam, 7 to 15 percent slopes I 30.01 10.6%! 27D - Elioak loam, 15 to 25 percent 1.1 0.4% slopes 28133 Elioak clay loam, 15 to 25 percent slopes, severely eroded 2.0 0.7% UNatural Resources Web Soil Survey 9/5/2017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Soil Map --Albemarle County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initial #3, Albemarle County, Virginia (VA003) - Map Unit Symbol —-------- Map Unit Name Acres in AOI Percent of AOI 34f3 Glenelg loam, 2 to 7 perrant---- ----- ! 9.7 3.4"/n slopes 37-0 13.1% 34C Clenelg loam, 7 to 1b percent slopes 341) Glenelg loam, 15 to 25 percent 40.4 14.3% slopes Hazel loam, 15 to 25 percent 11.1% 3913 --- 31.4 slopes I lazel loarn, 25 to 45 percent 1.6% 39E 4.5 -- - slopes 95 WOiudkce silt loam - ---- -- 14.2 - -- 5.0% 0.5 96B Worsham loam, 2 to 7 percent 0.2% Slopes Subtotals for #3 - - - 209.7 - - 74.2% _ — --J — — - -- Totals for Area of Interest 2$2.6 100.0% Natural Resources Web Soil Survey 9/5/2017 Conservation Service National Gooperativo Sail Survey Page 4 of 4 Map Unit Description (Brief, Generated) --Albemarle County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initlal Map Unit Description (Brief, Generated) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report, along with the maps, provide information on the composition of map units and properties of their components. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soits of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. The Map Unit Description (Brief, Generated) report displays a generated description of the major soils that occur in a map unit. Descriptions of non -soil (miscellaneous areas) and minor map unit components are not included. This description is generated from the underlying soil attribute data. Additional information about the map units described in this report is available in other Soil Data Mart reports, which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the Soil Data Mart reports define some of the properties included in the map unit descriptions. Report—Map Unit Description (Brief, Generated) Albemarle County, Virginia Map Unit: 16—Chewacla silt loam Component: Chewacla (85%) The Chewacla component makes up 85 percent of the map unit. Slopes are 0 to 2 percent. This component is on flood plains, river valleys. The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is occasionally flooded. It is not ponded. A seasonal zone of water saturation is at 12 inches during January, February, March, April, November, December. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 3w. This soil does not meet hydric criteria. USDA Natural Resources Web Soil Survey 9/5/2017 Conservation Service National Cooperative Soil Survey Page 1 of 5 Map Unit Description (Brief, Generated). --Albemarle County, Virginia Bmokhill - Sec. 1, Ph. 4A & 8A - Initial Component: Wehadkee (3%) Generated brief soil descriptions are created for major components. The Wehadkee soil is a minor component. Map Unit: 2713—Elioak loam, 2 to 7 percent slopes Component: Elioak (80%) The Elioak component makes up 80 percent of the map unit. Slopes are 2 to 7 percent. This component is on hillslopes, piedmonts. The parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is moderate. Shrink -swell potential is low. This soil is not flooded. It is not pondod. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 2e. This soil does not meet hydric criteria. Map Unit: 27G--Elioak loam, 7 to 15 percent slopes Component: Elioak (80%) The Elioak component makes up 80 percent of the map unit. Slopes are 7 to 15 percent. This component is on hillslopes, piedmonts. The parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is moderate. Shrink -swell potential is low. This soil is not flooded. It is riot pondod. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 30. 'T'his soil does not meet hydric, criteria. Map Unit: 27D—Elioak loam, 15 to 25 percent slopes Component: Elioak (80%) The Elioak component makes up 80 percent of the map unit. Slopes are 15 to 25 percent. This component is on hillslopes, piedmonts. The parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is moderate. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 4e. This soil does riot meet hydric criteria. USaA Natural Resources Conservation Service Web Soil Survey National Cooperative: Soil Survey 9/5/2017 Page 2 of 5 Map Unit Description (Brief, Generated)--Albsmarie County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initial Map Unit: 28D3—Elioak clay loam, 15 to 25 percent slopes, severely eroded Component: Elioak (80°x) The ElJoak component makes up 80 percent of the map unit. Slopes are 15 to 25 percent. This component is on piedmonts, hillslopes. The ;)arent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is moderate. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon i:: about 2 percent. Nonirrigated land capability classification is 6e. This soil does not meet hydric criteria. Map Unit: 34B—Glenelg loam, 2 to 7 percent slopes Component: Glenelg (90%) The Gleneig component makes up 90 percent of the map unit. Slopes are 2 to 7 percent. This component is on hillslopes, piedmonts. The parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 2e. This soil does not meet hydric criteria. Map Unit: 34C—Glenelg loam, 7 to 15 percent slopes Component: Glenelg (85%) The Glenelg component makes up 85 percent of the map ;unit. Slopes are 7 to 15 percent. This component is on hillslopes, piedmonts. The ;parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 3e. This soil does not meet hydric criteria. Map Unit: 34D—Glenelg loam, 15 to 25 percent slopes Component: Glenelg (80%) USM Natural Resources Web Soil Survey 9/5/2017 2111111111 Conservation Service National Cooperative Soil Survey Page 3 of 5 Map Unit Description (Brief, Generated) --Albemarle County, Virginia Bmokhill - Sec. 1, Ph. 4A 8 aA- Initial The Glenelg component makes up 80 percent of the map unit. Slopes are 15 to 25 percent. This component is on piedmonts, hillslopes. The parent material consists of residuum weathered from mica schist. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 4e. This soil does not meet hydric criteria. Map Unit: 39D ---Hazel loam, 15 to 25 percent slopes Component: Hazel (80%) The Hazel component makes up 80 percent of the map unit. Slopes are 15 to 25 percent. This component is on piedmonts, hillslopes. The parent material consists of residuum weathered from graywacke sandstone and mica schist. Depth to a root restrictive layer, bedrock, lithic, is 20 to 40 inches. The natural drainage class is excessively drained. Water movement in the most restrictive layer is high. Available water to a depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no .zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. Nonirrigated land capability classification is 4e. This soil does not meet hydric criteria. Map Unit: 39E ---Hazel loam, 25 to 45 percent slopes Component: Hazel (80%) The Hazel component makes up 80 percent of the map unit. Slopes are 25 to 45 percent. This component is on hillslopes, piedmonts. The parent material consists of residuum weathered from graywacke sandstone and mica schist. Depth to a root restrictive layer, bedrock, lithic, is 20 to 40 inches. The natural drainage class is excessively drained. Water movement in the most restrictive layer is high. Available water to a depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. Map Unit: 95—Wehadkee silt loam Component: Wehadkee (80%) lJSDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 91512.017 Page 4ofS Map Unit Description (Brief, Generated)—Albemarle County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initial The Wehadkee component makes up 80 percent of the map unit. Slopes are 0 to 2 percent. This component is on flood plains, river valleys. The parent material consists of alluvium derived from igneous rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is poorly drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is occasionally flooded. It is not ponded. A seasonal zone of water saturation is at 15 inches during January, February, March, April, May, June, November, December. Organic matter content in the surface horizon is about 4 percent. Nonirrigated land capability classification is 4w. This soil meets hydric criteria. Map Unit: 966—Worsham loam, 2 to 7 percent slopes Component: Worsham (75%) The Worsham component makes up 75 percent of the map unit. Slopes are 2 to 7 percent. This component is on uplands, drainageways. The parent material consists of colluvium derived from igneous rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is poorly drained. Water movement in the most restrictive layer is low. Available water to a depth of 60 inches is moderate. Shrink -swell potential is moderate. This soil is not flooded. it is not ponded. A seasonal zone of water saturation is at 6 inches during January, February, March, April, November, December. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 4w. This soil meets hydric criteria. Data Source Information Soil Survey Area: Albemarle County, Virginia Survey Area Data: Version 10, Dec 11, 2013 L&M Natural Resources Web Soil Survey 9/5/2617 Conservation Service National Cooperative Soil Survey Page 5 of 5 Dwellings and Small Commercial Buildings ---Albemarle County, Virginia Brookhlll - Sec. 1, Ph. 4A & 8A - Initial Dwellings and Small Commercial Buildings 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 dwellings and small commercial buildings. 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). Dwellings are single-family houses of three stories or less. For dwellings without basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. For dwellings with basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of about 7 feet. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility. Compressibility is inferred from the Unified classification. The properties that affect the ease and amount of excavation include depth to a water table, ponding, flooding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. Natural Resources Web Soil Survey 915/2017 Conservation Service National Cooperative Soil Survey Pagel of 4 Dwellings and Small Commercial Buildings ---Albemarle County, Virginia Bmokhill - Sec. 1, Ph. 4A & 8A - Initial Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility (which is inferred from the Unified classification). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. 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—Dwellings and Small Commercial Buildings [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] Dwellings and Small Commercial Buildings-A#bemarle County, Virginia Map symbol and soil Pct. of Dwellings without Dwellings with basements Small commercial buildings name map basements unit Rating class and Value Rating class and Value Rating class and Value limiting features limiting features limiting features 16-Chewacia sift foam Chewncla 86 Very limited Flooding1.00 Very limited Very limited 1.00 1.00 Flooding Depth to saturated 1.00 1.00 Flocxiinll Tl Depth to saturated Depth to saturated 1.00 zone zone 7UFIO Lf51�4 Natural Resources Web Soil Survey 3!512017 Conservation Service National Cooporative Soil Survey Pago 2 of 4 Dwellings and Small Commercial Buildings ---Albemarle County, Virginia Brookhlll - Sec. 1, Ph. 4A & 8A - Initial Dwellings and Small Commercial Buildings–Albemarle County, Virginia Map symbol and sail Pct, of Dwellings without Dwellings with basements Small commercial buildings name map basements unit Rating class and Value Rating class and Value Rating class and Value limiting features limiting features limiting features 27B—Elioak loam, 2 to 7 percent slopes Elloak 80 Not limited Not limited Somewhat limited Slope 0.13 27C—Elioak loam, 7 to 15 percent slopes Elioak 80 Somewhat limited Somewhat limited Very limited Slope 0.37 Slope 0.37 Slope 1.00 27D—Elioak loam, 15 to 25 percent slopes Elioak 80 Very limited Very limited Very limited Slope 1.00 Slope 1.00 Slope 1.00 28D3—Elioak day loam, 15 to 25 percent slopes, severely eroded Elloak _ 80 Very limited Very limited Very limited Slope 1.00 Slope 1.00 Slope 1.00 1 3413--Glenelg loam, 2 to 7 percent slopes Glenelg 90 Not limited Not limited Somewhat limited Slope 0.13 134C—Glenelg loam, 7 to 15 percent slopes Glenelg 85 Somewhat limited Somewhat limited Very limited Slope 0.37 Slope 0.37 Slope 1.00 34D—Glene1g loam, 15 to 25 percent slopes Glenelg 80 Very limited Very limited Very limited T _ Slope 1.00 Slope 1.00 Slope 1.00 3915—Hazel loam, 15 to 25 percent slopes Hazel 80 Very limited Very limited Very limited Slope 1.00 Slope 1.00 Slope 1.00 Depth to hard bedrock 0.48 Depth to hard bedrock 1.00 Depth to hard bedrock 0.48 USDA Natural Resources Web Soil Survey 91512017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Dwellings and Small Commercial Buildings--Nhemarie County, Virginia Brookhill - Ser,. 1, Ph. 4A & 8A - Initial Dwellings and Small Commercial Buildings–Albemarle County, Virginia Map symbol and soil Pct. of Dwellings without Dwellings with basements Small commercial buildings name map basements unit Rating class and Value Rating class and Value Rating class and Value limiting features limiting features limiting features 39E --Hazel lourn, 25 -- - - - to 45 percent slopes 80 Very linalted Very limited Slope 1.00 Very limited Hazel Slope Depth to hard bedrock 1.00 Slope Dopth to hard bedrock 1.00 0.46 0.46 Depth to hard bedrock 1.00 95—Wehadkee silt loam Very limited Wrhndkee 80 Very limited Very limited Flooding 1.00 Flooding Dopth to saturated 1.00 Flooding 1.00 Depth to saturated 1.00 1.00 Depth to raiturrated 1.00 zona zone zone 9611 --Worsham loam, 2 to '/ percent slopes 75 Very lirnilad Worsham Very limited Vory limited Depth to saturated 1.00 Depth to saturated 1.00 Depth to saturated 1.00 zone Zone zone Shrink -swell 0.50 Shrink -swell 0.50 Shrink -swell 0.50 Slope 0.13 Data Source Information Soil Survey Area: Albemarle County, Virginia Survey Area Data: Version 10, Dec 11, 2013 USDA Natural Resources Web Soil Survey — 9/5/2017 Conservation Service National Cooperative Soil Survey Page 4 of 4 Soil Features—Albemarle County, Virginia Soil Features Brookhill - Sec. 1, Ph. 4A & 8A - Initlal 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 9/5/2017 Conservation Service National Cooperative Soil Survey Page 1 of 4 W 5 0 U m N F m n 3 d 7 W m LL O N w d LL .O O CL CD w I- Nr N0 N LO d °i ro a a� n c w w m w m 10 w u °A mo -M T3 d . 0 0 0 0 0 0 o m �e m m � m � m m m m m 0 E m m m V t mm 0 0 (Dm v 0 cn 0 0 0 0 0 oA O w O m m io iv io 0 Is r - CD v CD D 0 Y7 U c] CL Z Z E. d I I I > a 0 m V r m I r 3 O fA � J V fi d t M4 t ++ V L Y W m E_ W Y am m aQ 0. an 0In m p y T� r+ 0 m c E U 3 ._. 0.N WII r n Y ...� N LU 0 Y '�N N W 0 43 Lll ... .CNi- W p W C7 d L k -.� O [W7 O O a N. n Q @7 W m C� - q W m f '" U m N N N W CJ f� i!1 r,- llJ N N LU G 5 N co Llt m -4. C7 I- Nr N0 N LO d °i ro a a� 03 z nqr 11 m I I I � i m v I m m m P `o u I o o f c �, j o !�, - i I o d d I I tt w O I ! io ip C i w o a m1 ) o g � z C c H 3 c J x I I I [ I we A Q u yN i p m y@I i 3 O d7 y� C G I V W I I I I I CL O p I I N CD co N i C 1O U ! v cs wE m inn c-, E c I E G I w aog mho w °m mma °m ma ono c., cLn°0'i y� IV r+ d ® G U m! RM 07 WN N = O Nln m� r�1 N ! R I� i 9 ON ! m lam ��� m �Qmaim to y, ^ U 2 Lu olliW N w V m— IC7 m— .1 �� C.,2 1f] 03 z nqr 11 In C 0 E I- 0 0 w as v L 0 0 r— v CO Z Physical Soil Properties—Albemarle County, Virginia Brookh ill - Sec. 1, Ph. 4A & $A - Initial Physical Soil Properties This table shows estimates of some physical characteristics and features that affect soil behavior. These estimates are given for the layers of each soil in the survey area. The estimates are based on field observations and on test data for these and similar soils. Depth to the upper and lower boundaries of each layer is indicated Particle size is the effective diameter of a soil particle as measured by sedimentation, sieving, or micrometric methods. Particle sizes are expressed as classes with specific effective diameter class limits. The broad classes are sand, silt, and clay, ranging from the larger to the smaller. Sand as a soil separate consists of mineral soil particles that are 0.05 millimeter to 2 millimeters in diameter. In this table, the estimated sand content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Silt as a soil separate consists of mineral soil particles that are 0.002 to 0.05 millimeter in diameter. In this table, the estimated silt content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Clay as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter. In this table, the estimated clay content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of sand, silt, and clay affects the physical behavior of a soil. Particle size is important for engineering and agronomic interpretations, for determination of soil hydrologic qualities, and for soil classification. The amount and kind of clay affect the fertility and physical condition of the soil and the ability of the soil to adsorb cations and to retain moisture. They influence shrink -swell potential, saturated hydraulic conductivity (Ksat), plasticity, the ease of soil dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and earthmoving operations. Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is at field moisture capacity, that is, the moisture content at 113- or 1110 -bar (33kPa or 10kPa) moisture tension. Weight is determined after the soil is dried at 105 degrees C. In the table, the estimated moist bulk density of each soil horizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in diameter. Bulk density data are used to compute linear extensibility, shrink -swell potential, available water capacity, total pore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for water and roots. Depending on soil texture, a bulk density of more than 1.4 can restrict water storage and root penetration. Moist bulk density is influenced by texture, kind of clay, content of organic matter, and soil structure. USDk Natural Resources web Soil Survey 9/5/2017 Conservation Service National Cooperative Soil Survey Page 1 of 8 Physical soil Pmpartins—Arbomarin County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initial Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates in the table are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity (Ksat) is considered in the design of soil drainage systems and septic tank absorption fields. Available water capacity refers to the quantity of water that the soil is capable of storing for use by plants. The capacity for water storage is given in inches of water per inch of soil for each soil layer. The capacity varies, depending on soil properties that affect retention of water. The most important properties are the content of organic matter, soil texture, bulk density, and soil structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of water actually available to plants at any given time. Linear extensibility refers to the change in length of an unconfined clod as moisture content is decreased from a moist to a dry state. It is an expression of the volume change between the water content of the clod at 113- or 1/10 -bar tension (33kPa or 10kPa tension) and oven dryness. The volume change is reported in the table as percent change for the whole soil. The amount and type of clay minerals in the sail influence volume change. Linear extensibility is used to determine the shrink -swell potential of soils. The shrink -swell potential is low if the soil has a linear extensibility of less than 3 percent; moderate if 3 to 6 percent; high if 6 to 9 percent; and very high if more than 9 percent. If the linear extensibility is more than 3, shrinking and swelling can cause damage to buildings, roads, and other structures and to plant roots. Special design commonly is needed. Organic matter is the plant and animal residue in the soil at various stages of decomposition. In this table, the estimated content of organic matter is expressed as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of organic matter in a soil can be maintained by returning crop residue to the soil. Organic matter has a positive effect on available water capacity, water infiltration, soil organism activity, and tilth. It is a source of nitrogen and other nutrients for crops and soil organisms. Erosion factors are shown in the table as the K factor (Kw and Kf) and the T factor. Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and Ksat. Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Erosion factor Kw indicates the erodibility of the whole soil. The estimates are modified by the presence of rock fragments. Erosion factor Kf indicates the credibility of the fine -earth fraction, or the material less than 2 millimeters in size. 114UA Natural Resources Conservation Service Web Soil Survey National C:onporative Soil Survey 9/5/2017 Payr. 2 of 8 Physical Soil Properties --Albemarle County, Virginia Brookhill - Sec. 1, Ph. 4A & 8A - Initial Erosion factor T is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. The rate is in tons per acre per year. Wind erodibility groups are made up of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. The groups are described in the "National Soil Survey Handbook." Mind erodibility index is a numerical value indicating the susceptibility of soil to wind erosion, or the tons per acre per year that can be expected to be lost to wind erosion. There is a dose correlation between wind erosion and the texture of the surface layer, the size and durability of surface clods, rock fragments, organic matter, and a calcareous reaction. Soil moisture and frozen soil layers also influence wind erosion. Reference: United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. (http://soils.usda.gov) 115DA Natural Resources Web Soil Survey 9/5/2417 au Conservation Service National Cooperative Soil Survey Page 3 of 8 ro 00 v JE a Lj m t O CD 'c C 0 O U E N ¢ A? 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