HomeMy WebLinkAboutSDP202000039 Correspondence 2020-12-09 (2)SHIMP ENGINEERING, P.C.
Design Focused Engineering
December 9, 2020
Christopher Perez
County of Albemarle
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902
RE: Response Letter #3 for SDP2020-39 Malloy Ford — Major Site Plan Amendment to SDP1987-6
Dear Christopher,
Thank you for your review of the Major Site Plan Amendment on TMP45-68A and a portion of 45-
112B 1. This letter contains responses to County comments dated July 24, 2020. Our responses are as
follows:
1. Responses to John Anderson, Engineering
Engineering
7. C2: Provide narrative/description of proposed boundary line adjustment. Please acknowledge
separate application/review process is required. If not yet submitted, submit BLA application to
Albemarle as soon as possible. A BLA exhibit shown with Major Site Plan Amendment does not
approve a property boundary line adjustment by effect of site plan approval. Boundary line
adjustments are distinct, important and require separate plat review, and approval. (Rev. 1)
Comment persists. Applicant: `Acknowledged, a BLA plat is currently being prepared by Roger
W. Ray & Associates, Inc. and will be submitted for review. The BLA is now mentioned in the
SPA summary on the cover sheet."
RESPONSE: A BLA has been submitted to the County.
17. Provide Rt. 29 ROW deed bk.-pg. reference. (Rev. 1) Comment persists. Applicant: `... see a
reference to DB 478 PG 523 that might be it but need to confirm before adding this to the plans.
RESPONSE: Per email correspondence on December 9, 2020, this comment may be disregarded.
19. C3: Recommend provide specific details for proposed boundary line, with bearing -distance -tie
information to evaluate amendment effects on managed steep slopes, and proposed effect of BLA
on major amendment. (Rev.1) Applicant: `Acknowledged. To be provided once BLA plat is
complete.'
RESPONSE: The revised metes and bounds have been included with this submission.
26. C5: Proposed grade at south edge of new outdoor sales/storage/display parking may release to US
Rt. 29. Site runoff may not release to US Rt. 29. Provide grade, spot elevations, and inlet capture
as needed to route runoff to on -site detention and prevent off -site release into US Rt. 29. (Rev.1)
Persists. Applicant: `Less water is to be released from that area of the site in post -development
conditions than in pre -development. It is unclear based on the existing topography we have of that
912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com
travelway whether water will drain from the new entrance to an existing DI outside of the ROW
or not. We will need to visit the site and get more spot elevations.'
RESPONSE: This has been resolved with the approved WPO2020-33 application.
If you have any questions or concerns about these revisions, please feel free to contact me at
Justin@shimp-engineering.com or by phone at 434-227-5140.
Regards,
Justin Shimp
Shimp Engineering, P.C.
912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com