RESOLUTION

   Granting a critical slope waiver for a residential development referred to as “Belmont
                                      Condominiums”

        WHEREAS Belmont & Carlton Holdings, LLC (“Landowner”) is the owner of certain
land identified within the City of Charlottesville Real Estate Assessor’s records as Real Estate
Parcel Identification Nos. 570020000, 570002100, 570004000, 570006000, 570007100,
570007300, 570007500, 570007700, 570007900, 570002000, 570003000, 57005000,
570007000, 570007200, 570007400, 570007600, 570007800, 570010000, said parcels having
current street addresses of 1003-1005 Carlton Avenue, 0 Walnut Street, 730 – 732 Walnut Street,
735 Walnut Street, and 0 Cherry Street (collectively, the “Subject Property”); and

        WHEREAS the Subject Property contains critical slopes, over and within an area of
approximately 0.988 acre, which is approximately 16% of the combined area of the various
parcels that constitute the Subject Property, and Landowner is requesting a waiver of the critical
slopes requirements of City Code Sec. 34-1120(b)(6)(b), in connection with the Owner’s plan to
construct a mixed use development on the Subject Property (the “Project”); and

       WHEREAS the Project is described in more specific detail within the application
materials submitted in connection with waiver application no. P22-0039, as required by City
Code §34-1120(b)(6) (collectively, the “Application Materials”); and

       WHEREAS the Planning Commission considered and recommended approval of this
application at their October 11, 2022 meeting, subject to conditions proposed within the Staff
Report and modified as discussed in the meeting; now, therefore,

       BE IT RESOLVED by the Council for the City of Charlottesville, Virginia, that a
waiver is hereby granted of the critical slopes requirements for the Project, to allow for the
development of the Project as described within the Application Materials, subject to the
following conditions:

(1) Erosion and sediment control (ESC) plans for the Project shall include, at a minimum, four
(4) stages/phases of ESC controls. The first phase shall include “Initial/Preliminary Controls”.
Outfalls from any proposed sediment traps shall be established with rigorous independent ESC
controls, early in the sequence, prior to the establishment of a sediment trap and associated
conveyances.

(2) Any channels/diversions that convey ‘clear’ water shall be stabilized with sod on the ‘clear
water’ side immediately after installation.

(3) A “Super Silt Fence” (chain linked backing) shall be installed where perimeter silt fence is
specified.
(4) Any disturbance occurring outside of conveyances to a sediment trap, in either sequence or
space, planned or unforeseen, shall be immediately stabilized with sod (for pervious areas,
utilities should have other “same day stabilization”).

(5) At no time shall concentrated water be directed toward the areas of critical slopes, without
adequate conveyance down and beyond the slopes to an acceptable outfall.

(6) To document the landowner's representations within the Application Materials regarding
intended onsite water quality measures, the Stormwater Management Plan for the Project shall
include either (a) a design for onsite water quality provided by a facility, or (b) facilities that are
either i) designed in accordance with the BMP Clearinghouse “2013 Draft Design Specifications
for Practices 1-15”, or ii) proprietary Manufactured Treatment Device(s) approved by the
Virginia Department of Environmental Quality (“DEQ”) as of the date the stormwater
management plan for the Project is submitted for the City’s review. The facility or facilities
should provide 125 percent of the onsite Phosphorus removal required by the Virginia Water
Quality requirements for the development Project. Compliance with the 125 percent will be
demonstrated by accurate project data set forth within a completed Virginia Runoff Reduction
Method (“VRRM”) spreadsheet for the project.