HomeMy WebLinkAboutSDP201800040 Correspondence 2022-09-22SHIMP ENGINEERING, P.C.
Design Focused Engineering
September 22, 2022
Mariah Gleason
County of Albemarle
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902
RE: Response Letter #5 for SDP2018-00040 Hunters Way — Major Site Plan Amendment
Dear Mariah,
Thank you for your review of the major site plan amendment for 2300 Hunters Way. This letter contains
responses to County comments dated April 7, 2022. Our responses are as follows:
Planning — Mariah Gleason
6. [32.5.2(k)] Proposed sewer and drainagefacififies.
a. A WPO plan/amendment must be approved before site plan amendment is approved.
b. Proposed easements shown on the site plan will need to reference a recorded deed book
and page number for these easements.
Rev. 7: Comment remains. The applicant has submitted an easement plat, which is
currently under review by staff. Once approved, the plat will need to be recorded and
reflected on the major site plan with a label that includes the instrument number.
RESPONSE: Comment received. The subdivision plat has been resubmitted for review. Once the
plat receives County approval and is recorded, the site plan will be updated with legal reference.
Engineering — David James
1. WPO plan/amendment must be approved before site plan amendment is approved.
Acknowledged — WP02016-52 amendment.
(Rev. 2/3/4) Comment still valid.
(Rev. 5/6) Comment still valid. SWM easement deed & plat will need to be recorded prior to SDP
approval, drainage deed, as well.
RESPONSE: Comment received. Please see that the subdivision plat has been resubmitted for
review.
31, (Rev. 4) Provide reverse slope bench and/or surface water diversion for 2:1 graded slope at front
of property. 118-30.7.5 C. )
Response: Fhe above section refers to managed and preserved slopes, however, the slopes on the
property are designated as critical
(Rev. 5) Correct, I apologize the property citation is at 18-4.3.3 C.
(Rev. 6) Not addressed. [image removed in comment response]
RESPONSE: It is our understanding that See. 18-4.33C requires a reverse slope bench and/or
surface water diversion for a 2:1 slope when the vertical height of this slope exceeds 20'. The
identified slope area is proposed to be regraded at 2:1 with a vertical height of 14'.
912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com
If you have any questions or concerns about these revisions, please feel free to contact me at
Rachel&shimp-engineering.com or by phone at 434-227-5140.
Regards,
Rachel Moon
912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com