HomeMy WebLinkAboutWPO201300079 Inspection 2016-01-11COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville. Virainia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
EROSION CONTROL RE -INSPECTION INVOICE
DATE: 1/12/2016
INVOICE TO: 511 Street Ventures, LLC
5 SW Broad St. Suite B
Fairburn, GA 30213
Avon Holding, LLC
455 Second Street SE 5th Floor
Charlottesville, VA 22902
RE: Notice To Comply
5th Street Station
WP0201300079
DATE OF RE -INSPECTION: November 9, 2015
RE -INSPECTION FEE: $250.00
By February 12, 2015 you should forward the re -inspection fee of $250.00 to continue your
project. To pay the re -inspection fee, please send a check payable to the County of Albemarle
to my attention along with the enclosed copy of this invoice.
If you should have any questions, please do not hesitate to contact me.
Sincerely
Todd Shifflett
Engineering Division
TS/
Enclosure
COUNTY OF ALBEMARLE
5
l� - Iml Department of Community Development
401 McIntire Road
v
Charlottesville, Virginia 22902
NOTICE TO COMPLY
Hand delivered
Project: WPO Ze IS UOO C� i �J�? Date: a u Z
Under section 17-900 of the Albemarle County Code, this is your NOTICE TO COMPLY with the
requirements of the VSMP Permit for the referenced project and to immediately take corrective measures
that address the deficiencies on this property. The specific deficiencies are circled below:
Mud on road Shovel and sweep all mud and dirt from the road. Install adequate wash -
rack and construction entrance for cleaning.
easures not instar Items not been installed per the approved plan, or have been
removed. Install them, or obtain a plan amendment.
Measures failing Measures have failed more than once. Build larger, more effective ones, or
amend the plan to better protect the site.
Site abandoned and repairs needed The site is not stabilized and erosion is occurring.
Repair all measures and stabilize.
No inlet protection Inlet protection has not been installed. Install inlet protection per the plans.
Site does not m� atchplaw— - e site has deviated too much from the approved plan, or the
-'� plan was not buildable. A plan amendment is required.
SWPPP documents deficient Correct document deficiencies.
P ution prevention practices not fo 'Install, maintain practices per SWPPP and CGP.
`s out facilities not provided or u- s—e 1- ,Jnstall and/or properly use washout facilities per
Unless subsequently amended in writing by thisffice, it is expected all of these corrective
measures will be completed by: Date: l Caxri
Re -inspection of this notice to verify corrective measures will incur a $250 fee (17-207/8, $150 for SF).
Failure to take effective
County Inspector Signature:
Receipt Signature:
se-jE A -r ke-D o�WcNbu -m
Work Order upon re -inspection.
Addendum 1
9' Street Station
AVON STREET SIDE:
October 21, 2015
Many silt savers along roadway are damaged; repair/replace.
- Stabilize perimeter slope (slope on NE side of site is denuded).
- Pond above walls C and D needs to be mucked out (same condition as post storms).
- Channel that leads into pond needs to be re -worked.
Area behind trash pile (directly above C&D area near VDOT right-of-way), needs cleanup. Silt
fence was completely overwhelmed from storms.
- New plan shows diversions above wall C&D area on both sides of the culvert. Corrective
measures need to be installed to divert as much runoff from upslope areas away from culvert
and stream area.
- Add stone to creek crossing. Other protective measures may be needed to protect denuded
areas from entering stream.
- Add concrete washout before concrete work begins.
DEVELOPMENT SIDE:
- Stabilize perimeter areas.
- Add trap to washrack, and make functional.
Muck out, increase capacity of sediment basin I (wet storage area especially), so that it has the
capacity to handle the drainage area.
Add/maintenance the diversions that lead into SBI and stabilize.
Sediment basin 2 is not fixed/built according to the plans.
Area below wall B (on culvert side), has fill outside the limits of construction and needs silt
fence.
Sediment trap 7 (on new plan), needs to be installed per plan.
Stabilize perimeter slopes behind/around M.
Add silt fence along downstream side of culvert (there is an opening).
Concrete washout needed.