HomeMy WebLinkAboutWPO200800064 Review Comments Erosion Control Plan 2008-10-17� OF AL
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: WPO- 2008 - 00064, Hyland Ridge off site sewer improvements,ESC Plans
Plan preparer: WW Associates
Owner or rep.: Southern Development — Keith Lancaster
Plan received date: June 9, 2008
(Rev. 1) 04 September 2008
Date of comments: July 22, 2008
(Rev. 1) 17 October 2008
Reviewer: Andrew Lowe
(Rev. 1) Phil Custer
The erosion and sediment control plan for Hyland Ridge off site sewer improvements, submitted
on September 4, 2008, has been reviewed. The plans cannot be approved as submitted and will
require the following changes /corrections prior to final approval.
A. Erosion Control Plan (WPO- 2008 - 00064)
1. ESC approval cannot be granted until we receive copies of signed and recorded deeds of
easements for each property associated with the project. [DM]
(Rev. 1) Comment has not been addressed. Also, engineering review recommends, but will not
require, obtaining larger construction easements than those shown on the plan.
2. Show location of the Construction Entrance on the plan.
(Rev. I) Comment has been addressed.
3. Provide Utility Stream Crossing per Std. and Spec. 3.25 VESCH.
(Rev. 1) Please specify the size of the pipe on the plan.
4. I am unclear if the DD and LS shown on sheet 10 will be permanent?
a. If the DD is temporary please change the LS to OP outlet protection. [3.18]
(Rev. 1) Comment has been addressed.
b. Please provide permanent conveyance for the concentrated flow coming through the site at
the fill location. [MS -8]
(Rev. 1) Please provide a cross - section of this channel.
c. Show permanent grading necessary at the sediment trap and fill slope to continue the
existing channel above the fill slope to the existing channel below the fill slope.
(Rev. 1) The sediment traps require a few corrections.
L Wet storage on traps cannot be deeper than Oft.
II. The crest of the trap must be Ift below the top of the embankment.
III. The calculation template for sediment trap 2 appears to have several errors.
IV. The plan shows sediment trap 2 having a width of Oft. Please correct.
V. The embankment for sediment trap I does not appear to be graded correctly.
VI. The weir of sediment trap I is shown as a baffle.
5. Show low- maintenance ground cover for the 2:1 slopes.
(Rev. 1) Please correct the table on sheet C -8 so that it reads "Low Maintenance Slopes, Steeper
than 3:1." Slopes steeper than 2:1 will not be permitted.
Engineering Review Comments
Page 2 of 2
6. Provide additional controls below the fill at the existing pond.
(Rev. 1) Comment has been addressed.
7. An Erosion and Sediment Control bond will be computed by the County once the plans are approved.
(Rev. 1) Comment remains unchanged.
8. As a note this project will need a VSMP permit from DCR, Matthew Grant at 804 - 225 -3068 can
assist with questions.
(Rev. 1) This comment was for informational purposes.
9. Additional review comments may come on the next plan submittal due to the required changes.
a. (Rev. 1) Please show critical slopes on the plan. Critical slope disturbance will be
considered exempt according to Section 18- 4.2.6.c.
b. (Rev. 1) The grading on the Cascadia property will require determination from the
Planning Department that the grading is consistent with the approved rezoning plan.
The plan is currently under their review.
c. (Rev. 1) Please show a staging and parking area on the plan.
d. (Rev. 1)Approval from the Army Corps of Engineers will be needed for the work in state
waters.
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 me at 434 - 296 -5832 ext. 3072 or pcuster @albemarle.org to schedule an
appointment.
File: E2_esc_PBC_WPO- 2008 -00064 - Hyland Ridge off site sewer improvements.doc