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Home My WebLink AboutSDP200900058 Review Comments 2009-08-10Thomas Jefferson Soil and Water Conservation District August 10, 2009 706 Forest St. Ste G Charlottesville, VA 22903 975-0224 r ( -4 (.7 (Y)17 TO:Megan Yaniglos Planning Department RE:Soils Report and Comments for: Luck Stone ti ?D j \/ 71D N4 / 1 i/ ,. \ 710 l'71L) 1 c, 7iG 1 7--^ A 71D 3d,72D3 38 1 258 9 JO B AI1710iV- 72'03 10 5ao 71D tea A 1 71E ti 1 3 r 1 2603 71D 238 4 N /1 72D 79B U 2603 q + 3O 7283 7 g9 72C3 i e 1.0 72D3 I 5 4} 726' 3 c, dial ,--25B 7283 7203 1•LG 7 gP3Dwater72B3 fillet, 12603si' 798 Y 25C 71D il 0 $ I 1 4i lei 238 , w 1 50;m M w 71D 3U 423c r 72C 1c0v71D796-238 710 58D Sag 11‘9 dirrir gri111111111/4..."Nlik,IL i „.....71D 736 C 203 18 D 4 58c Th00 510 71D 588 51B 0 8Q6 . 1B- - 620ter Yet% 7203 51E 510.- it Pi'1/628 l 71,r `__ o. 628 _ K 10 6 --- w O 51B 6281 1.710 4 \--. 1 „.......__238 i' t V st 12D hadw-018 798 j n.o, 510 0.5.),B 7 ors ro 3C f : 518 Chu;ch + 710 12D - i2::72C y2E 83 Stan: 'chins.•LScho ale 8- - -12E N 518 S w t c`12D 9B o 510 A w 1E g, 5 f 3 510 51D 510 628 5$ 580 580 51 v 51BI 7283 718 V a-, x '83 51 J 5 sl 3D 1 800 1`1 C I1i52D51B51C308351D:628 806 1 IPA 628 628 v 51D le 0 0 B ti 620 i l b 41141*to 51D 52E i,518 62D 4/111 Milton 114:poi i 620 518 510 1 SIp N SS 83 5 O b, -1D - S 95 623 6g52E 62C 628 3 c,.\\2 - 51D 51B Y 41P1 57 51( 51D 10 c ,„,_,_518 62B 51D i 51D 520 1D a 33 510 i,s. 52E 51C 4203 10 51B 46B 510 7 --t,ie 1/49P/e________ the U.S. Department of Interior, Geological Survey from 1977 aerial photography. Coordinate grid ticks and land division corners, if shown, are approximately positioned. SHEET NO 16 USDA United States Natural Prepared by: Thomas Jefferson Soil & Water Department of Resources Conservation District Agriculture Conservation 434 - 975 -0224 Service Soils Report SOILS REPORT FOR: Luck Stone Soil Survey Area: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Unit: 23B Davidson clay loam, 2 to 7 percent slopes Description Category: Virginia FOTG Davidson is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is clay loam about 4 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate 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 3e. The Virginia soil management group is N. This soil is not hydric. Map Unit: 58B Myersville silt loam, 2 to 7 percent slopes Description Category: Virginia FOTG Myersville is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is silt loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. It has a moderate 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 2e. The Virginia soil management group is D. This soil is not hydric. Map Unit: 58C Myersville silt loam, 7 to 15 percent slopes Description Category: Virginia FOTG Myersville is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is silt loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. It has a moderate 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 3e. The Virginia soil management group is D. This soil is not hydric. Map Unit: 71C Rabun clay loam, 7 to 15 percent slopes Description Category: Virginia FOTG Rabun is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is clay loam about 6 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate 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 N. This soil is not hydric. Map Unit: 71D Rabun clay loam, 15 to 25 percent slopes Description Category: Virginia FOTG Rabun is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is clay loam about 6 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded Thomas Jefferson SWCD 1 8/1 1/09 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 N. This soil is not hydric. Local Roads and Streets - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 Very limited percent slopes 58B Myersville silt loam, 2 to 7 Very limited percent slopes 58C Myersville silt loam, 7 to Very limited 15 percent slopes 71C Rabun clay loam, 7 to 15 Very limited percent slopes 71D Rabun clay loam, 15 to 25 Very limited percent slopes Small Commercial Buildings - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 Somewhat limited percent slopes 58B Myersville silt loam, 2 to 7 Somewhat limited percent slopes 58C Myersville silt loam, 7 to Very limited 15 percent slopes 71C Rabun clay loam, 7 to 15 Very limited percent slopes 71D Rabun clay loam, 15 to 25 Very limited percent slopes Septic Tank Absorption Fields - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 Somewhat limited percent slopes Thomas Jefferson SWCD 2 8/1 1/09 58B Myersville silt loam, 2 to 7 Somewhat limited percent slopes 58C Myersville silt loam, 7 to Somewhat limited 15 percent slopes 71C Rabun clay loam, 7 to 15 Somewhat limited percent slopes 71D Rabun clay loam, 15 to 25 Very limited percent slopes Mapunit Hydric Rating Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 Not hydric percent slopes 58B Myersville silt loam, 2 to 7 Not hydric percent slopes 58C Myersville silt loam, 7 to Not hydric 15 percent slopes 71C Rabun clay loam, 7 to 15 Not hydric percent slopes 71D Rabun clay loam, 15 to 25 Not hydric percent slopes Soil Shrink - Swell - Dominant Soil Top Depth : 0 Bottom Depth : 0 Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 1.5 percent slopes 58B Myersville silt loam, 2 to 7 1.5 percent slopes 58C Myersville silt loam, 7 to 1.5 15 percent slopes 71C Rabun clay loam, 7 to 15 1.5 percent slopes 71D Rabun clay loam, 15 to 25 1.5 percent slopes Thomas Jefferson SWCD 3 8/11/09 Corrosion Concrete - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 23B Davidson clay loam, 2 to 7 Moderate percent slopes 58B Myersville silt loam, 2 to 7 Moderate percent slopes 58C Myersville silt loam, 7 to Moderate 15 percent slopes 71C Rabun clay loam, 7 to 15 Moderate percent slopes 71D Rabun clay loam, 15 to 25 Moderate percent slopes Thomas Jetterson SWCD 4 8/11/09 f`l OF AL144,i 11 N ftct County of Albemarle Department of Community Development Memorandum To:Megan Yaniglos, Current Development planning and zoning review From:Max Greene, Current Development engineering review Date:9/3/09 Subject: Luck Stone Entrance (SDP200900058) critical slope waiver request The critical slope waiver request has been reviewed. The engineering analysis of the request follows: Description of critical slope area and proposed disturbance: This is a Berm previously constructed to block the view of the quarry from the view from State Route 250. Due to the age of the quarry, no approved_plans for the berm could be located in the County Filing system. However, University of Virginia historical trial photography appears to show a berm constructed sometime after 1974 and before 1980, most likely under Federal Mines and Minerals permit. The Berm runs parallel to the state road and is partially covered in grass with small to medium pine trees. The applicant is proposing to relocate the entrance for the quarry to a signaled intersection to allow a more safe and convenient access. The existing entrance will be closed and berm restored in that area. Areas Acres Total site 127.25 acres approximately Proposed site disturbance 2.4 acres approximately Critical slopes 0.6 25% of proposed site Critical slopes disturbed 0.6 100% of critical slopes Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative locations: This disturbance is not exempt. Compliance with Zoning Ordinance 18 -4.2: movement of soil and rock" Proper slope construction, control of drainage, and vegetative stabilization will prevent any movement of soil. excessive stormwater runoff' Stormwater runoff will be attenuated in Storm Water Management structures. siltation" Inspection and bonding by the County will ensure siltation control during construction. Proper stabilization and maintenance will ensure long term stability. loss of aesthetic resource" The existing pines will be replaced with ARB approved landscaping. This area is visible from State Route 250. septic effluent" No dwellings are associated with this development. This neighborhood is not serviced by public sewer. Based on the review above, there are no engineering concerns which prohibit the disturbance of the critical slopes as shown. Application #:SDP200900058 Short Review Comn..mts Project Name: Luck Stone Corp. Proposed Entrance & Office Building - Prelim.Preliminary — Non - residential Date Completed:08/13/2009 Reviewer:Andrew Slack E911 Review Status:No Objection Reviews Comments: NO OBJECTION. Date Completed:08/11/2009 Reviewer:James Barber Fire Rescue Review Status:No Objection Reviews Comments: Must comply with the Virginia Statewide Fire Prevention Code. Final approval is subject to field inspection and verification. Date Completed:08/10/2009 Reviewer:Jay Schlothauer Inspections Review Status:Requested Changes Reviews Comments: Based on plans dated June 29, 2009. Provide a curb cut at the head of the barrier -free parking space's access aisle. Date Completed: Reviewer:Max Greene Engineer Z &CD Review Status:Pending Reviews Comments: Critical slope wavier request is required. (previous critical slope waiver appears to have expired) Current VDOT approval is required. Please designate the type of curbing around the office area. Date Completed: Reviewer:Megan Yaniglos CommDev- Current Development Review Status:Pending Reviews Comments: Soils Report and Comments Page: 1.00 County of Albemarle Printed On: Monday, August 17, 2009 llY AL4 TVA c. 1 „ L . ; - , r t LRG1l'+v' • COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone (434) 296 -5832 Fax (434) 972 -4126 August 18, 2009 Mr. Matt Wentland Roudabush & Gale 914 Monticello Road Charlottesville, Virginia 22902 RE: SDP - 2009 -058- Luckstone- Preliminary Site Plan Mr. Wentland: The Site Review Committee has reviewed the development proposal referenced above. Preliminary comments for the following divisions of the Department of Community Development and other agencies, as applicable, are attached: Albemarle County Division of Zoning & Current Development (Engineer) Albemarle County Division of Zoning & Current Development (Planner) Albemarle County Division of Planning (E911) Albemarle County Division of Zoning Inspections Albemarle County Division of Planning (Architectural Review Board) Albemarle County Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Comments reflect information available at the time the development proposal was reviewed, and should not be considered final. However, the Site Review Committee has attempted to identify all issues that could affect approval of the proposed project. Please make the revisions that have been identified as necessary for preliminary approval by the Site Review Committee. If you choose not to make the requested revisions, please submit in writing justification for not incorporating such revisions. Submit eight (8) full size copies and one (1) 11” x 17" copy to the Department of Community Development including responses to each of the attached comments of the Site Review Committee by August 31'`, 2009. Failure to submit this information by this date will result in suspension of the review schedule. Review will resume when revisions are submitted along with a reinstatement fee of $65. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, Megan Yaniglos Senior Planner Zoning & Current Development Application #:SDP200900058 Short Review Comr nts Project Name:. Luck Stone Corp. Proposed Entrance & Office Building - Prelim. Preliminary — Non - residential Date Completed:08/13/2009 Reviewer:Andrew Slack E911 Review Status:No Objection Reviews Comments: NO OBJECTION. Date Completed:08/11/2009 Reviewer:James Barber Fire Rescue Review Status:No Objection Reviews Comments: !Must comply with the Virginia Statewide Fire Prevention Code. Final approval is subject to field inspection and verification. Date Completed:08/10/2009 Reviewer:Jay Schlothauer Inspections Review Status:Requested Changes Reviews Comments: Based on plans dated June 29, 2009. Provide a curb cut at the head of the barrier -free parking space's access aisle. Date Completed:08/17/2009 Reviewer:Max Greene Engineer Z &CD Review Status:Requested Changes Reviews Comments: Critical slope wavier request is required. (previous critical slope waiver appears to have expired) Current VDOT approval is required. Please designate the type of curbing around the office area. Date Completed:08/18/2009 Reviewer:Megan Yaniglos CommDev- Current Development Review Status:Pending Reviews Comments: !Soils Report and Comments from Thomas Jefferson Soil and Water conservation District Page: 1.00 County of Albemarle Printed On: Tuesday, August 18, 2009 lv ll A f I ^f.....p M 7 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4176 MEMORANDUM TO:Megan Yaniglos FROM:Margaret Maliszewski DATE:August 14, 2009 RE:SDP: 2009 -58: Luckstone Corp. Proposed Entrance & Office Bldg - Prelim This proposal appears to be similar to one reviewed and approved by the ARB in 1999. Some aspects of the proposal have changed, including the size and shape of the office, and the current plan shows no proposed planting and includes no information on lighting. If it is determined that the office will be visible from the Route 250 Entrance Corridor, an ARB application will be required. To determine if the office will be visible, the applicant should submit to -scale building elevations and site sections from Route 250 to the building. Regardless of whether or not the building is visible, the site plan should be revised to include the planting that was previously approved, or an alternate planting scheme can be reviewed by the ARB as part of a new ARB application. If lighting is proposed, complete lighting information should be included on the plan for review. If no lighting is proposed, it would be useful for the applicant to indicate this in writing. The current plan shows a sign proposed in the median near Route 250. A sign was approved with the ARB's 1999 action, but a resubmittal of the sign proposal should be made to ensure consistency with the previous approval. An alternate design may require a new ARB application or inclusion of complete sign information with the ARB applications discussed above). Also, the applicant should note that a separate sign permit application will be required for the sign. 41%/ 471 ', , County of Albemarle Department of Community Development Memorandum To:Matt Wentland (matt @roudabush.com) From: Megan Yaniglos- Senior Planner Division: Zoning & Current Development Date:August 18, 2009 Subject: SDP - 2009 -058 - Luckstone- Preliminary Site Plan The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan 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.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] 1. 32.5.6 (d)] A critical slopes waiver is required for the disturbance of the critical slopes shown on the plan. Submit a request per the requirements stated in Chapter 18 Section 4.2.5. 2. 32.5.6 (i)] Show the right -of -way lines, width, and centerline for all existing and proposed streets and travelways. 3. 32.5.6 (m)] Show the removal of the existing entrance. Also show the distance to the centerline of the nearest existing street intersection from the proposed ingress to the property. 4. 32.5.6 (n)] Label on the plan the proposed paving material types for all walks, parking lots, and driveways. Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext. 3004 for further information. 1 Y A COMMONWEALTH o VIRQINIA DEPARTMENT OF TRANSPORTATION CHARLOTTESVILLE RESIDENCY OFFICE 701 VDOT WAY CHARLOTTESVILLE, VA 22911 DAVID S. EKERN, P.E. COMMISSIONER August 18, 2009 Mr. Glenn Brooks Department of Engineering and Development 401 McIntire Rd. Charlottesville, VA 22902 Subject: Site Review Meeting Comments August 20 2009 site review meeting Dear Mr. Brooks: Below are VDOT's comments on the Site Plans for the August 20 2009 Site Review Cornrnittee Meeting: SDP- 2009 -00057 Harris Garage- Waiver (Gerald Gatobu) No comments SDP -2009 -00058 Luck Stone Corp. Proposed Entrance and Office Building- prelim Megan Yaniglos) VDOT is currently reviewing options for replacement of the Route 250 bridge to the east of the proposed entrance. The entrance plan and the bridge plan will need to be coordinated to ensure no conflicts will occur between the two plans. VDOT is ready to install the signal when the entrance is constructed and will need a 3 month advance notice of the opening of the entrance to ensure the signal construction is complete. Please indicate the purpose of the gate. Will it be open and free flowing during business hours or will all traffic have to stop at the gate to enter the site at all times? SDP - 2009 -00060 Martha Jefferson Hospital —Major (Summer Frederick) There is not currently a ditch along State Farm Blvd in this section and all drainage from the road and shoulder will flow over the proposed parking lot. This may cause problems and should be addressed with the plan. WE KEEP VIRGINIA MOVING The new parking lot may affect the TIA for the project. In accordance with the Chapter 527 regulations, a letter of validity for the traffic study needs to be submitted for this change. SUB -2009 -00101 Arthur M. & Marie Pealer Feiner —Final (Elizabeth Marottai No comments 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. Staff Engineer VDOT Charlottesville Residency 434 -293 -0011 WE KEEP VIRGINIA MOVING Comm Service Authlrity fu7Yr1l 111Comerring TO: Megan Yaniglos FROM: Gary Whelan, Civil Engineer DATE: August 19, 2009 RE: Site Plan Technical Review for: SDP200900058 Luck Stone TM 79 -7 The below checked items apply to this site. X 1. This site plan is not within the Authority's jurisdictional area for: X A. Water and sewer B. Water only C. Water only to existing structure D. Limited service 2. An inch water line is located approximately distant. 3. Fire flow from, nearest public hydrant, located distant from this site plan, is Gpm + at 20 psi residual. 4. An inch sewer line is located approximately distant. 5. An Industrial Waste Ordinance survey form must be completed. 6. No improvements or obstructions shall be placed within existing or future easements. 7.and plans are currently under review. 8.and plans have been received and approved. X 9. No plans are required. 10. Final and plans are required for our review and approval prior to granting tentative approval. 11. Final site plan may /may not be signed. 12. RWSA approval for water and /or sewer connections. 13. City of Charlottesville approval for sewer. Comments: No comment. The site plan does not show or incorrectly shows: meter locations water line size waterline locations sewer line size sewer line locations expected wastewater flows easements expected water demands 168 Spotnap Road • Charlottesville • VA 22911 • Tel (434) 977 -4511 • Fax (434) 979 -0698 www.serviceauthoriy.org Application #: j SDP200900058 short Review Comrents Project Name: Luck Stone Corp. Proposed Entrance & Office Building - Prelim. 1 Preliminary — Non - residential_ Date Completed:08/10/2009 Reviewer:Jay Schlothauer Inspections Review Status:Requested Changes Reviews Comments: Based on plans dated June 29, 2009. Provide a curb cut at the head of the barrier -free parking space's access aisle. Date Completed: Reviewer:Max Greene Engineer Z &CD Review Status:Pending Reviews Comments: Critical slope wavier request is required. t,n-aeQ t r4 Current VDOT approval is required.1tS`orn, vy Mrtiin -e M ek Page: 1.00 County of Albemarle Printed On: Tuesday, August 11, 2009