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HomeMy WebLinkAboutSDP201000093 Review Comments Minor Amendment 2011-01-21� OF AL ,. vIRGI1`IZP 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: Unity Church, WP0201000081, SDP201000093 Plan preparer: Michael Myers, P.E., Dominion Engineering [fax (434) 979 -1681 ] Owner or rep.: Unity Church of Charlottesville; Rita Robinson, Buddy Leffer & Henry R [fax Unknown] Plan received date: 4 Jan 2011 Date of comments: 21 Jan 2011 Reviewer: Max Greene Plans for Unity Church of Charlottesville submitted 4 January 2011 have received Engineering review. The plans cannot receive Engineering approval as submitted. The following comments /conditions will be adequately addressed prior to final approval. Site plan (SDP201000093) a. Walkways will be designed in accordance with County Design Standards Manual. [pg. 15 of 18, last updated 12 Feb 20101 httD:// www.albemarle.org /UDload/images /forms center /deDartments /communitv deve loDment/forms /design standards manual/Albemarle Countv Design Standards Man ual02- 12- 2010.pdf b. Proposed pergola foundation appears to block drainage way to existing basin. Please show how drainage way will not be obstructed or is otherwise adequate for storm flows. 2. Stormwater Management and Mitigation Plan (WP0201000081) a. SWM does not appear adequately protected from sediment contamination. SWM will be inspected and approved prior to release of WPO bond. b. Please clarify the information for the "Two stormwater management detention ponds" mentioned in the E &SC narrative. 3. Erosion Control Plan (WP0201000081) a. Temporary construction entrances [Std. & Spec. 3.02] are required for each disturbance. This office recommends showing the (CE) symbol in a location that will serve all areas of disturbance. b. Silt fence [Std. & Spec. 3.05] does not appear to meet the minimum requirements for sediment control. This office recommends 2 sediment traps on either side of the existing SWM basin to meet the minimum requirements of the VESCH. These structures will convert into the fore -bays now required by the State for SWM's. C. Please label the stock -pile area on the plans as noted in the narrative. Engineering Review Comments Page 2 of 2 Once these comments have been addressed, please submit 2 copies of the revised plans, calculations, and narratives to Current Development Engineering. Current Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review comments. Please contact Max Greene at 434 - 296 -5832 ext. 3283 or email mgreene @albemarle.org to schedule an appointment. File: E1_esc,swm,fsp_MRG_Unity Church.doc