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HomeMy WebLinkAboutSDP200700118 Review Comments 2007-11-09o oF AI,g, a t >RGIN 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 - 00118, Mawyer Property— Verizon Tier II PWSF Plan preparer: Mr. Stuart Patterson, PE, Clark Nexson Engineering (fax 757.455.5638) Owner or rep.: Mr. Stephen Waller, AICP, Wireless Resources LLC (fax 757282.581 1) Date received: 23 October 2007 (plan rev. date 1 1 October 2007) Date of Comment: 09 November 2007 Engineer: Allan Schuck The personal wireless facility for the Mawyer Property — Verizon Tier lI PWSF, received on 23 October 2007, has been reviewed. The engineering review for current development cannot recommend approval to the final site plan until the following items have been adequately addressed with the final site plan: A. Final site plan comments: I. Please show and label the existing critical slopes on all applicable plan sheets. [18 32.5.6d] 2. The applicant needs to submit a critical slope waiver request. This request needs to be approved by the Planning Commission before the preliminary site plan can be recommended for approval. [ 18 -4.2] File: E1_fsp_ADS_07 -1 18 Mawyer Property- Verizon Tier 11 PWSF or .ar. q' 9 County of Albemarle Department of Community Development Memorandum To: Stephen Waller ( Stephen .waller @,wirelessresources.com) From: Megan Yaniglos- Planner Division: Zoning & Current Development Date: November 13, 2007 Subject: SDP - 2007 -118- Mawyer Property Tier II PWSF- Final 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. [5.1.4(a)(7)] Depict the method(s) by which the antennas will be attached to the mounting structure. 2. [5.1.4(c)(3)] Provide the size of the antennas on the plan. 3. [5.1.4(d)(7)] Provide color information for the aggregate finish for the ground equipment. The ordinance states: "The ground equipment, the ground equipment cabinet, and the concrete pad shall also be a color that closely matches that of the monopole, provided that the ground equipment and the concrete pad need not be of such a color if they are enclosed within or behind and approved structure, facade or fencing." 4. [32.5.6(d)] Show areas of the site where existing slopes are twenty -five (25) percent or greater. 5. [4.2] Site is impacting critical slopes and therefore requires a waiver. Submit information for a critical slopes waiver. 6. [32.6.6(f)] Provide a signature panel on the title sheet. 7. [5.1.4(d)(6)] The planning commission will determine if the height can be approved at 10 feet taller than the tallest tree. The owner will need to demonstrate to the satisfaction of the commission that there is not a material difference in the visibility of the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not a material difference in adverse impacts to resources identified in the county's open space plan caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree. Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext 3004 for further information. Thomas Jefferson Soil and Water Conservation District November 5, 2007 2134 Berkmar Dr Charlottesville, VA 22901 975-0224 TO: Megan Yaniglos Planning Department RE: Soils Report and Comments for: Verizon — Mawyer Property 4E _ ) 15D 4E 81C 818 9 v 36D \ 7 16 25C8 ( 258 I L 1'7 7C 19D C•/ C 36D 7B 19G 77 v 26D7C38D 38E c v 2 38C 38D 36D -- 7C 7C Q 4E 76 (56B 36D 7B S 83 3 IE3 15E ° v 25C 78 25C 7C 20E3 i 1 * C2608'383 6 56 36Cp6Od256 36C 26B37C 5B i 26C3 p 7C 83 4E i 26D3 water 17 56 16 368 568 V 36D 19C 36 4E CO 5B 36p 525 F 25C O ~ 19D C~O 36C 256 25C - -- -_. \ v 36C258 / 36C 14D 1NG 368 4E 76 20D3 19C 76" y 20D3 25C 95 r 566 V / 36D 36C 19D 26D3 258 v 19C 36D 1qG 798 76 O 4C 20D3 rnG 198 19C,- 20C3 17 ° er ~ 2C 36C 556 5583 ^ C _ 4E -- - -- 798 15D 95 O 25C C 198 4E 3703 26,D3 248 J L4Din6G 19D n 1 2003 2OG3 66 256 26D3 , v oC' 36 37C3 20G 15E v 568\ / oC 4E 36D 11 198 , 26D3 to 36D 25C ti ` G 0oO 36C 0 20D3 7C 25B 36C Q b 19C 368 W \ 9C r \ U 1 25C g8 g5 ` 06 366 798 19C D 258 566 633 Q 15E •19C w 66E 20 3 147C co 4E n . G B 38E 31C 818 / ,36B 37D3 38C 74C o X60 O 4D d 36D 773j03ti0 38E 16 a 37E320D3 4E 66E / 38E 36C 19C 4 4 81 C 368 0 19D 70 i 3IC3 37D3 4E 4C _ 36D ` 25C n 14D ' 196 n II -- _ o 66E 4E ti ° 36C 47 S6 \ 2 v 38E 36E 25C P 4p p 36C 81C 19D „7/ 19D 77 7C 25C ry5 15D 7C 14D-'- 7B 4t 4E 20D3f d 7C O \ 15C 15E 19D 56C \ g 38E 38D 67E 7D 38C 81C 38E 7C 38D / 15E 66E Covesville ggp 15E /82C 15E 15C 4E / 66D 66D 15C 66C 15E 5G EGG G 15E 66EvO1oO n \ 67E 15E X50 4E J 67E 9D 67E 66E / 66E15E / \ 15D 1S 66E / / 82C' 0 \ 70E - 15E 70E /,' 9D _ 15D 66E J \ 70D j Mount 15D O \ 67E Oliver 66C V v / 70C 4D 15E 66E 66C 70D 66E '\ 15E v 15D 70DV15D / 66C 67E 15D 70C 81cl et 26) 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: Verizon (Mawyer) Soil Survey Area: 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. 4E Ashe loam, 25 to 45 percent slopes Description Category: Virginia FOTG Ashe is a 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 7e. The Virginia soil management group is JJ. This soil is not hydric. Map Unit. 15E Chester very stony loam, 25 to 45 percent slopes Description Category: Virginia FOTG Chester is a steep, very deep, well drained soil. Typically the surface layer is 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 top of the seasonal high water table is at 60 inches. The land capability classification is 7s. The Virginia soil management group is D. This soil is not hydric. Map Unit: 19C Cullen loam, 7 to 15 percent slopes Description Category: Virginia FOTG Cullen is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is loam about 8 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 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 3e. The Virginia soil management group is N. This soil is not hydric. Map Unit: 19D Cullen loam, 15 to 25 percent slopes Description Category: Virginia FOTG Cullen is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is loam about 8 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 moderate shrink swell potential. This soil is not Thomas Jefferson SWCD 1 11/6/07 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 N. This soil is not hydric. Map Unit: 20D3 Cullen clay loam, 15 to 25 percent slopes, severely eroded Description Category: Virginia FOTG Cullen is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is clay loam about 8 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 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 6e. The Virginia soil management group is N. 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 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 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 O. This soil is not hydric. Map Unit: 37D3 Hayesville clay loan, 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 loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. 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 is 6e. The Virginia soil management group is X. This soil is not hydric. Map Unit: 38C Hayesville very stony loam, 7 to 15 percent slopes Description Category: Virginia FOTG Hayesville is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. 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 is 6s. The Virginia soil management group is X. This soil is not hydric. Map Unit: 38E Hayesville very stony loam, 25 to 45 percent slopes Description Category: Virginia FOTG Hayesville is a steep, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. 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 is 7s. The Virginia soil management group is X. This soil is not hydric. Map Unit: 66C Parker very stony loam, 7 to 15 percent slopes Description Category: Virginia FOTG Parker is a strongly sloping to moderately steep, deep or very deep, somewhat excessively drained soil. Typically the surface layer is extremely stony loam about 14 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 6s. The Virginia soil management group is GG. This soil is not hydric. Thomas Jefferson SWCD 2 11/6/07 Map Unit: 67D Parker extremely stony loam, 15 to 25 percent slopes Description Category: Virginia FOTG Parker is a moderately steep to steep, deep or very deep, excessively drained soil. Typically the surface layer is extremely stony loam about 14 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 7s. The Virginia soil management group is GG. This soil is not hydric. Map Unit: 79B Starr silt loam, 2 to 7 percent slopes Description Category: Virginia FOTG Starr is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is silt loam about 18 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 is occasionally 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 G. This soil is not hydric. Small Commercial Buildings - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 Very limited percent slopes 4E Ashe loam, 25 to 45 Very limited percent slopes 15E Chester very stony loam,Very limited 25 to 45 percent slopes 19C Cullen loam, 7 to 15 Very limited percent slopes 19D Cullen loam, 15 to 25 Very limited percent slopes 20D3 Cullen clay loam, 15 to 25 Very limited percent slopes, severely eroded 26133 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 38C Hayesville very stony Very limited loam, 7 to 15 percent slopes 38E Hayesville very stony Very limited loam, 25 to 45 percent slopes 66C Parker very stony loam, 7 Very limited to 15 percent slopes 67D Parker extremely stony Very limited loam, 15 to 25 percent slopes 79B Starr silt loam, 2 to 7 Very limited percent slopes Thomas Jetterson SWCD 3 11/6/07 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 4E Ashe loam, 25 to 45 1.5 percent slopes 15E Chester very stony loam,1.5 25 to 45 percent slopes 19C Cullen loam, 7 to 15 1.5 percent slopes 19D Cullen loam, 15 to 25 1.5 percent slopes 20D3 Cullen clay loam, 15 to 25 4.5 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 38C Hayesville very stony 1.5 loam, 7 to 15 percent slopes 38E Hayesville very stony 1.5 loam, 25 to 45 percent slopes 66C Parker very stony loam, 7 1.5 to 15 percent slopes 67D Parker extremely stony 1.5 loam, 15 to 25 percent slopes 79B Starr silt loam, 2 to 7 4.5 percent slopes Corrosion Concrete - Dominant Condition Map Symbol Soil Name Rating 4D Ashe loam, 15 to 25 High percent slopes 4E Ashe loam, 25 to 45 High percent slopes 15E Chester very stony loam,High 25 to 45 percent slopes 19C Cullen loam, 7 to 15 Moderate percent slopes 19D Cullen loam, 15 to 25 Moderate percent slopes 20D3 Cullen clay loam, 15 to 25 Moderate percent slopes, severely eroded 26D3 Dyke clay loam, 15 to 25 Moderate percent slopes, severely Thomas Jefferson SWCD 4 11/6/07 Thomas Jetterson SWCD 5 11/6/07 eroded 37D3 Hayesville clay loam, 15 Moderate to 25 percent slopes, severely eroded 38C Hayesville very stony Moderate loam, 7 to 15 percent slopes 38E Hayesville very stony Moderate loam, 25 to 45 percent slopes 66C Parker very stony loam, 7 High to 15 percent slopes 67D Parker extremely stony High loam, 15 to 25 percent slopes 79B Starr silt loam, 2 to 7 Moderate percent slopes Corrosion Steel - Dominant Condition Map Symbol Soil Name Rating4DAsheloam, 15 to 25 Low percent slopes 4E Ashe loam, 25 to 45 Low percent slopes 15E Chester very stony loam,Low 25 to 45 percent slopes 19C Cullen loam, 7 to 15 High percent slopes 19D Cullen loam, 15 to 25 High percent slopes 20D3 Cullen clay loam, 15 to 25 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 38C Hayesville very stony Moderate loam, 7 to 15 percent slopes 38E Hayesville very stony Moderate loam, 25 to 45 percent slopes 66C Parker very stony loam, 7 Low to 15 percent slopes 67D Parker extremely stony Low loam, 15 to 25 percent slopes 79B Starr silt loam, 2 to 7 Moderate percent slopes Thomas Jetterson SWCD 5 11/6/07 1 085 nAr 087 108 Scale 0 800 1,600 2,400 Fee Note This map is for display purposes Only and shows parcels as of 1213112006 See Map Book lntnoduction for additional details 109 Map Albemarle County TaxTax 110 V 8 -40 86 -2 7 86 -12 I2C1 86 -27A 4B f 1A 2D sojrNeRaNC 697 2E \ 1A1 •98 -4 2741 1 B 4G 2,A* an 1C 98-1 2A 2 1D s 9 9 1E 8C 9e i IF 2B 8D . i 3 8E 8F 14 i 8G 98-1 G e PICK 11 B, So 1N..11A zs 12 70Q .7 10A1 i 27q 98 -9 10 97 -21 C 98 -22 i 20 20B3 20 Ov aoa f 13 a tiryo 3 20A1 210q 2106:.' 19A 19 108 -14 19q' 24 7,9 7 ?yq15 I 9a -15A 17 18B 18,E " 9B -17A \ ,98 -23 r16A . 15A4 \7S 6c , -176 98 -15A2 \9B -15A3 ' ' 15E 109 -46F 109 -46 X109 -06G 108 Scale 0 800 1,600 2,400 Fee Note This map is for display purposes Only and shows parcels as of 1213112006 See Map Book lntnoduction for additional details 109 Map Albemarle County TaxTax 110 V IRGINZ 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-2007-00118, Mawyer Property — Verizon Tier II PWSF Plan preparer: Mr. Stuart Patterson, PE, Clark Nexson Engineering (fax 757.455.5638) Owner or rep.: Mr. Stephen Waller, AICP, Wireless Resources LLC (fax 757.282.581 1) Date received: 23 October 2007 (plan rev. date 1 1 October 2007) 27 Nov 2007 (Rev l) Date of Comment: 09 November 2007 05 Dec 2007 (Rev1) Engineer: Jonathan Sharp The personal wireless facility for the Mawyer Property — Verizon 'Pier II PWSF, received on 27 November 2007, has been reviewed. The engineering review for current development cannot recommend approval to the final site plan until the following items have been adequately addressed with the final site plan: A. Final site plan comments: 2. The applicant needs to submit a critical slope waiver request. This request needs to be approved by the Planning Commission before the preliminary site plan can be recommended for approval. [ 18 -4.2] Rev]: critical slopes waiver request has been received. This request needs to be approved by the Planning Commission before the preliminary site plan can be recommended for approval. AL, S A'A y > acN County of Albemarle Department of Community Development Memorandum To: Megan Yaniglos, Current Development planning and zoning review From: Jonathan Sharp, Current Development engineering review Date: 05 Dec 2007 Subject: Mawyer Property/Verizon Tier II PWSF (SDP2007001 18) 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: A new tower has been proposed on TMP 98 -22. Along with the tower, 80 feet of a 12 feet wide graveled access road is proposed to provide access to the tower. The proposed disturbed critical slopes are located on a wooded hillside. Areas Total site 48.9 acres approximately Critical slopes 38 acres 78% of site Critical slopes disturbed 0.04 acres 0.1 % of critical slopes Below, each of the concerns of Zoning Ordinance section 18 -4.2 is discussed: Compliance with Zoning Ordinance 18 -4.2: movement of soil and rock" Proper construction and stabilization will prevent any movement of soil or rock. excessive stormwater runoff' Any increase in stormwater runoff does not appear to be excessive. siltation" Proper erosion control measures will ensure siltation control. loss of aesthetic resource" The area surrounding the disturbance is completely wooded. The only possible visibility of the project from the roadway or adjacent parcels would be the tower. septic effluent" The proposed tower has no proposed plumbing or septic system. Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative locations: The disturbed critical slopes are not exempt. Based on the above review, Engineering recommends approval to the critical slope waiver.