HomeMy WebLinkAboutWPO201800059 Bond Reduction 2021-03-04COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Dear Nat Perkins,
Date:03/4/2021
We received your bond inspection request for the UVA Foundation Tennis Facility and Parking Lot Expansion Project
(WPO201800059). The current SWM bond amount is $24,140. It will not be further reduced or released at this time.
In order to have the bond released, the items outlined after this letter must be completed and another bond
inspection request and fee must be submitted. https://www.albemarle.org/home/showpublisheddocument?id=316
Also, for your reference, the following is our checklist for what is required:
https://www.albemarle.org/home/showpublisheddocument?id=212
Please contact me if you have any questions.
Sincerely,
Emily Cox, PE
County of Albemarle
(434) 296-5832 ext 3565
As -built Review:
1. The as -built indicates storm pipes that were not installed. Please show updated drainage divides and
calculations showing the as -built conditions. Rev. 1: Comment addressed. Spread is high, but will be fixed
with phase Ill.
2. Provide geo-coordinates of the detention basin. Rev. 1: Comment addressed.
3. As -built and site visit indicate slopes steeper than 3:1 on the embankments (in the S/SW end of detention
basin). Provide confirmation that the slopes do not exceed 2:1. Slopes that exceed 2:1 must be regraded so
that they do not exceed 3:1. Slopes that exceed 3:1 must be fully stabilized before the bond can be released.
Rev. 1: Comment addressed.
Additional Information Required:
1. Provide a completed DEQ termination form (attached to this email). Rev. 1: Not provided. Applicant does not
want to terminate.
naction reports for the fill in the dam. Rev. 1: Comment addressed
3. It appears there is an outstanding $200 fee. This fee must be paid before the bond can be released. Rev. 1:
Provide receipt of this payment. Countyview still shows a balance of $200.
Site Visit Comments:
Rev.1: These comments will be reviewed and field- verified on final site visit for release of the bond. Applicant has
requested not to release the bond at this time. However, based on comment response letter and pictures,
comments 1-4 appear to have been addressed. Comment #5 does not appear to have been addressed with photos
that were provided.
1. Floor of detention basin must be level and stabilized with vegetation.
2. Fabric between forebay and pond is insufficient. Extend fabric and stone to the floor of the detention basin.
Be sure to provide at least 1-ft of overlap under existing fabric and key in the sides of the fabric.
3. 1.5" low flow orifice appears to be filled with concrete. Remove concrete from orifice.
4. The gooseneck/elephant snout for E&S is still installed. This should be removed and the orifice from it filled
with concrete/grout.
S. The rip -rap at the ultimate outfall (structure 36) needs to be installed per plan. Class 1 @ 0%slope.