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Home My WebLink AboutSDP200700037 Study 2007-04-12Thomas Jefferson Soil and Water Conservation District April 12, 2007 2134 Berkmar Dr Charlottesville, VA 22901 975 -0224 TO: Patrick Lawrence Planning Department RE: Soils Report and Comments for: Old Trail Townhouses — Upper Ballard Field — Phase IV Crozet 1 r 13 a USDA United States Natural Department of Resources Agriculture Conservation Service Prepared by: Thomas Jefferson Soil & Water Conservation District 434 - 975 -0224 Soils Report SOILS REPORT FOR: Old Trail Townhouses Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Unit. 4D Ashe loam, 15 to 25 percent slopes Description Category: Virginia FOTG Ashe is a moderately steep to steep, moderately deep, somewhat excessively drained soil. Typically the surface layer is loam about 10 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderately rapid. It has a low available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 6e. The Virginia soil management group is JJ. This soil is not hydric. Map Unit: 5B Belvoir loam, 2 to 7 percent slopes Description Category: Virginia FOTG Belvoir is a gently sloping to moderately sloping, very deep, somewhat poorly drained soil. Typically the surface layer is loam about 12 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is slow. It has a very low available water capacity and a moderate shrink swell potential. This soil is not flooded and is not ponded. The top of the seasonal high water table is at 18 inches. The land capability classification is 3w. The Virginia soil management group is BB. This soil is not hydric. Map Unit: SO Braddock clay loam, 7 to 15 percent slopes, severely eroded Description Category: Virginia FOTG Braddock is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is clay loam about 4 inches thick. The surface layer has a low content of organic matter. The slowest permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 4e. The Virginia soil management group is O. This soil is not hydric. Map Unit: 17 Craigsville loam Description Category: Virginia FOTG Craigsville is a nearly level to gently sloping, very deep, well drained soil. Typically the surface layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderately rapid. It has a low available water capacity and a low shrink swell potential. This soil is frequently flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 3w. The Virginia soil management group is CC. This soil is not hydric. Map Unit: 25B Dyke silt loam, 2 to 7 percent slopes Description Category: Virginia FOTG Dyke is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is silt loam about 8 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soil Thomas Jefferson SWCD 1 4/13/07 is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 2e. The Virginia soil management group is O. This soil is not hydric. Map Unit: 26B3 Dyke clay loam, 2 to 7 percent slopes, severely eroded Description Category: Virginia FOTG Dyke is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is clayloamabout8inchesthick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soilisnotfloodedandisnotponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 3e. The Virginia soil management group is O. This soil is not hydric. Map Unit. 2603 Dyke clay loam, 7 to 15 percent slopes, severely eroded Description Category: Virginia FOTG Dyke is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is clayloamabout8inchesthick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soilisnotfloodedandisnotponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 4e. The Virginia soil management group is O. This soil is not hydric. Map Unit: 26D3 Dyke clay loam, 15 to 25 percent slopes, severely eroded Description Category: Virginia FOTG Dyke is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is clay loam about 8inchesthick. The surface layer has a moderately low content of organic matter. The slowest permeability ismoderate. It has a high available water capacity and a moderate shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capabilityclassificationis6e. The Virginia soil management group is O. This soil is not hydric. Map Unit: 37D3 Havesville clay loam, 15 to 25 percent slopes, severely eroded Description Category: Virginia FOTG Hayesville is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is clay loamabout7inchesthick. The surface layer has a moderate content of organic matter. The slowest permeability ismoderate. It has a high available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is6e. The Virginia soil management group is X. This soil is not hydric. Map Unit. 56B Meadowville loam, 2 to 7 percent slopes Description Category: Virginia FOTG Meadowville is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer isloamabout14inchesthick. The surface layer has a moderate content of organic matter. The slowest permeabilityismoderate. It has a high available water capacity and a moderate shrink swell potential. This soil is not flooded and is not ponded. The top of the seasonal high water table is at 48 inches. The land capability classification is2e. The Virginia soil management group is G. This soil is not hydric. Dwellings With Basements - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 Very limited percent slopes 5B Belvoir loam, 2 to 7 Very limited percent slopes 80 Braddock clay loam, 7 to Somewhat limited 15 percent slopes, severely Thomas Jefterson S W CD ? 4/13/07 Septic Tank Absorption Fields - Dominant Condition Map Symbol eroded Rating 17 Craigsville loam Very limited 25B Dyke silt loam, 2 to 7 Somewhat limited 513 percent slopes Very limited 26133 Dyke clay loam, 2 to 7 Somewhat limited 8C3 percent slopes, severely Somewhat limited eroded 260 Dyke clay loam, 7 to 15 Somewhat limited 17 percent slopes, severely Very limited 25B eroded Somewhat limited 26D3 Dyke clay loam, 15 to 25 Very limited 26133 percent slopes, severely Somewhat limited eroded 37133 Hayesville clay loam, 15 Very limited 26C3 to 25 percent slopes, Somewhat limited severely eroded 56B Meadowville loam, 2 to 7 Somewhat limited 26D3 percent slopes Very limited Septic Tank Absorption Fields - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 Very limited percent slopes 513 Belvoir loam, 2 to 7 Very limited percent slopes 8C3 Braddock clay loam, 7 to Somewhat limited 15 percent slopes, severely eroded 17 Craigsville loam Very limited 25B Dyke silt loam, 2 to 7 Somewhat limited percent slopes 26133 Dyke clay loam, 2 to 7 Somewhat limited percent slopes, severely eroded 26C3 Dyke clay loam, 7 to 15 Somewhat limited percent slopes, severely eroded 26D3 Dyke clay loam, 15 to 25 Very limited percent slopes, severely eroded 37D3 Hayesville clay loam, 15 Very limited to 25 percent slopes, severely eroded 56B Meadowville loam, 2 to 7 Very limited percent slopes Mapunit Hydric Rating Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 Not hydric percent slopes 513 Belvoir loam, 2 to 7 Partially hydric percent slopes 8C3 Braddock clay loam, 7 to Not hydric 15 percent slopes, severely Thomas Jetterson SWCD 3 4/13/07 Soil Shrink - Swell - Dominant Soil Top Depth : 0 Bottom Depth : 0 Map Symbol eroded Rating 17 Craigsville loam Partially hydric 25B Dyke silt loam, 2 to 7 Not hydric 5B percent slopes 1.5 26B3 Dyke clay loam, 2 to 7 Not hydric 8C3 percent slopes, severely 1.5 eroded 26C3 Dyke clay loam, 7 to 15 Not hydric 17 percent slopes, severely 1.5 25B eroded 1.5 26D3 Dyke clay loam, 15 to 25 Not hydric 26B3 percent slopes, severely 1.5 eroded 37D3 Hayesville clay loam, 15 Not hydric 26C3 to 25 percent slopes, 1.5 severely eroded 56B Meadowville loam, 2 to 7 Partially hydric 26D3 percent slopes 1.5 Soil Shrink - Swell - Dominant Soil Top Depth : 0 Bottom Depth : 0 Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 1.5 percent slopes 5B Belvoir loam, 2 to 7 1.5 percent slopes 8C3 Braddock clay loam, 7 to 1.5 15 percent slopes, severely eroded 17 Craigsville loam 1.5 25B Dyke silt loam, 2 to 7 1.5 percent slopes 26B3 Dyke clay loam, 2 to 7 1.5 percent slopes, severely eroded 26C3 Dyke clay loam, 7 to 15 1.5 percent slopes, severely eroded 26D3 Dyke clay loam, 15 to 25 1.5 percent slopes, severely eroded 37D3 Hayesville clay loam, 15 1.5 to 25 percent slopes, severely eroded 56B Meadowville loam, 2 to 7 1.5 percent slopes Thomas Jetterson SWCD 4 4/13/07 Corrosion Concrete - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 High percent slopes 5B Belvoir loam, 2 to 7 High percent slopes 80 Braddock clay loam, 7 to Moderate 15 percent slopes, severely eroded 17 Craigsville loam Moderate 25B Dyke silt loam, 2 to 7 Moderate percent slopes 26B3 Dyke clay loam, 2 to 7 Moderate percent slopes, severely eroded 260 Dyke clay loam, 7 to 15 Moderate percent slopes, severely eroded 26D3 Dyke clay loam, 15 to 25 Moderate percent slopes, severely eroded 37D3 Hayesville clay loam, 15 Moderate to 25 percent slopes, severely eroded 56B Meadowville loam, 2 to 7 High percent slopes Corrosion Steel - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 Low percent slopes 5B Belvoir loam, 2 to 7 High percent slopes 8C3 Braddock clay loam, 7 to High 15 percent slopes, severely eroded 17 Craigsville loam Low 25B Dyke silt loam, 2 to 7 High percent slopes 2683 Dyke clay loam, 2 to 7 High percent slopes, severely eroded 26C3 Dyke clay loam, 7 to 15 High percent slopes, severely eroded 26D3 Dyke clay loam, 15 to 25 High percent slopes, severely eroded 37D3 Hayesville clay loam, 15 Moderate to 25 percent slopes, severely eroded 56B Meadowville loam, 2 to 7 High percent slopes Thomas Jetterson SWCD 5 4/13/07 County of Albemarle Department of Community Development Memorandum From: Jonathan Sharp, Current Development engineering review Date: 24 Apr 2007 Subject: Old Trail Townhouses (Phase IV) - Preliminary (SDP200700037) Engineering cannot recommend preliminary approval until the following comments have been addressed: 1. Please provide an interconnection to Killdeer Lane. [18- 32.7.3, 14 -409] 2. Each lot shall front on a public or private street. [14 -403] 3. Please provide a benchmark for topography. [DSM CD -15] 4. Please remove all references to Timmons Group in the General Notes. We will provide the pro rata share cost for water quality control for Licking Hole Drainage Basin during the final site plan approval process. [17 -316] p xz d• -BT w DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper, Virginia 22701 David S. Ekern, P.E. VirginiaDOT.org COMMISSIONER May 1 st, 2007 Mr. Glenn Brooks Department of Engineering and Development 401 McIntire Rd. Charlottesville, VA 22902 Subject: Site Review Meeting Comments May 3rd, 2007 site review meeting Dear Mr. Brooks: Below are VDOT's comments on the Site Plans for the May 3rd, 2007 Site Review Committee Meeting: SDP - 2007 -00035 Abington Place Phase 1I Final (David Pennock) A road plan for Lockwood needs to be submitted for this phase. The previous plan for Lockwood Drive only showed the vertical alignment in this section. SDP - 2007 -00036 First Christian Church Preliminary (Summer Frederick) Right of Way needs to be dedicated to accommodate the proposed turn lane. Traffic estimates need to be shown in and out of the site. Length of sight distance needs to be shown. Final site plan needs to include typical on state road, pavement structure, entrance profile, and any necessary drainage features. All work needs to be designed in accordance with the Road Design Manual and The Minimum Standards of Entrances to State Highways. A permit will be required for any work within the state R/W. RZ: f- 37 Old Trail Toyynbomes (Upper Ba>[lard Field — Phase M (Pat Lawrence) Site is part of the previously approved Ballard Field and road layouts are adequate. Final plan should included road and drainage plans with drainage and pavement computations. SUB - 2007 -00135 Pounding Branch Subdivision Phase III ( Megan Yaniglos) Sheet 5 is missing from this set and it is difficult to understand the overall plan for sheets 6 and 7. fOOYEAWSOV TRANSPORTATION EXCELLENCE AN 1 9 0 6 2 0 0 6 Intersections on rte. 637 need to line up with intersections across the state road. Typicals and proposed contours do not match. Road and drainage plans will be required with site plan. Show existing and proposed traffic on state roads and for site. Please request the applicants provide a written description of revisions with re- submissions. If you have any questions or comments, please contact me prior to sharing these comments with the applicants. Sincerely, Joel DeNunzio, P.E. Residency Program Manager VDOT Charlottesville Residency 434 - 293 -0011 cc Allan Schuck, Bill Fritz, David Benish, Juan Wade, Elaine Echols, Joan McDowell, Judith Weigand, Margaret Maliszewski, David Pennock, Francis McCall, Jon Sharp, Summer Frederick, Patrick Lawrence, and John Giometti County of Albemarle Department of Community Development Memorandum To: Collins Engineering 800 East Jefferson Street Phone: (434) 987 - 1631 Charlottesville, VA 22902 Fax: (434) 245 -0300 Plan preparer: Scott Collins scottrcr_collins en "Coln Owner / Developer: March Mountain Properties 800 East Jefferson Street Phone: (434) 245 - 0100 Charlottesville, VA 22902 Fax: (434)245--0300 Attn: jtesti_n(cl)cilitsdc),•cloti t c tt.com From: Patrick Lawrence, Senior Planner Division: Zoning & Current Development Date: April 26, 2007 Subject: SDP -2007 - 037 Old Trail Townhouses Phase IV Preliminary Site Plan Site Plan Review Committee Meeting Thnrsdav, May 3, 2007, 10:00 AM The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approval the plat referred to above when the following items have been satisfactorily addressed. The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review. This plan has been submitted as a Preliminary Site Plan. Several of the comments may require substantial revisions to the plan and additional review. Please contact me to discuss the comments. [Each comment is preceded by the applicable reference to the Code of'Albenzarle County.] 32.5.6 The preliminary site plan shall contain the following information: 1. Please provide a list of all proffers applicable to this subdivision and information regarding the calculation of the number of lots shown on the site plan along with the magisterial district. [3 2.5.6 (a)] 2. Please provide the maximum height of all proposed buildings. [32.5.6 (b)] 3. Please note whether or not the property is or is not within the flood plain. [3 2.5.6 h)] 4. Please show exis street state route numbers, rights-of-way widths, and pavement widths. [3 2.5.6 (i)] 5. Location and size of existing and proposed water and sanitary sewer facilities and easements, and storm water management and storm sewer facilities. [3 2.5.6 (j)] 6. Please show the metes for boundary and easement lines. [3 2.5.6 (r)]] 7. Please show proposed contours within five (5) foot intervals. [32.5.6 (r•) 3] 8. Please provide street alignment with Killdeer Lane (State Rt. 1215) and provide street for the last three (3) lots along the southerly side of proposed Summerford Way. [32.5.6 (b)] "The agent tnay require additional information to be added to the site plan as deemed necessary. " Please contact Patrick Lawrence, Senior Planner at the Department of Community Development296 -5832 ext. 3297 for further information. 2 SUB - 20007 -00037 Old Trail T -wn homes IV Preliminary Plat Patrick Lawrence From: Denunzio, Joel D., P.E. [ Joel .Denunzio @VDOT.virginia.gov] Sent: Friday, June 22, 2007 3:54 PM To: Patrick Lawrence Cc: Allan Schuck; Glenn Brooks, David E. Pennock Subject: SUB - 20007 -00037 Old Trail Town homes IV Preliminary Plat SUB- 20007 -00037 Old Trail Town homes IV Preliminary Plat Pat,t I have reviewed the above plat and have the following comments: The pipes that join the road inlets need to be within a drainage easement. All proposed street inlet need to have an easement a minimum of 5 feet around the structure. Page 1 of 1 All road features that are to be state maintained need a minimum 3 feet of R/W behind the feature. All sidewalks need to be completely in or out of the proposed R /W. The proposed R/W line cannot be in the middle of the sidewalk. If you have any questions, please contact me. Joel DeNunzio, P.E. Staff Engineer 434 - 293 -0011 Ext. 120 joel.denunzio @VirginiaDOT.org i. 6/26/2007 Y COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone(434)296 -5832 Fax(434)972 -4126 Project: SDP- 2007 - 00037, Old Trail Townhouses Phase IV, Preliminary Site Plan Plan preparer: Mr. Scott Collins, PE, Collins Engineering (fax 434.293.3719) Owner or rep.: Mr. Gaylon Beights, March Mountain Properties, LLC (fax 434.245.03 00) Date received: Rev. 1: 22 Mav 2007 (plans rev. date 14 May 2007) Date of Comment: Rev. 1: 29 June 2007 Lead Engineer: Allan Schuck, Engineer The preliminary site plan for Old Trail Townhouses Phase IV, received on 14 May 2007, has been reviewed. The engineering review for current development recommends approval to this preliminary site plan with the following item to be addressed with the final site plan. 1. The proposed typical public street section for Killdeer Lane will need to include sidewalks. These sidewalks will need to be shown on the final site plans and road plans. File: E2_psp_AI)S_07 -037 Old Trail "Townhouses Phase IV