HomeMy WebLinkAboutWPO201000081 Review Comments Stormwater Management Plan 2011-01-21� OF AL
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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