HomeMy WebLinkAboutWPO201400035 Inspection 2015-11-10Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
VSMP/VESCP RE- INSPECTION INVOICE #3
DATE: November 10, 2015
INVOICE TO: New Era Properties, LLC
P.O. Box 1467
Charlottesville, VA 22902
RE: Notice To Comply
St" Street Station — WP0201400035
DATE OF RE- INSPECTION: October 21, 2015
RE- INSPECTION FEE: $250.00
By December 10, 2015 Albemarle County must receive the re- inspection fee of $250.00 to
continue your project. This fee is required per sections 17 -207 and 17 -208 of the County Code.
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 the re- inspection fee is not paid within
30 days, interest charges will be applied to the past due amount per the Albemarle County
Water Protection Ordinance. (Sec. 17 -210)
If you should have any questions, please do not hesitate to contact me.
Sincerely
Todd Shifflett
Engineering Division
VTS/
Enclosure
Revised — 7/13/2015
Revised — 7/13/2015
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NTC
7 Oct 2015
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 2290245%
Phone (434) 296 -5832 Fax 434 972 -4126
7 Oct 2015
New Era Properties, LLC
P.O. Box 1467
Charlottesville, VA 22902
Brent Scarbrough & Company
155 Robinson Drive
Fayetteville, GA 30214
Re: Plans WP0201400035, WPO201300079
NOTICE TO COMPLY
Dear Sirs:
Under section 17 -900 of the Albemarle County Code, this is your NOTICE TO
COMPLY with the requirements of your Erosion Control Permit for the referenced
project and to immediately take corrective measures that address the erosion and
sediment control deficiencies on the property. This Notice to Comply is a continuation of
the previous notice issued Sept. 24 and also includes new deficiencies that require
corrections. Due to a week -long rain event, additional time has been granted to effect the
required corrections in the previous notice. The specific deficiencies and measures
required to correct those deficiencies are as follows;
1) Deficiency: The southeast side of the site is not adequately protected. The pad sites and much of
the disturbed area is draining to a sump location near the box culvert under Route 64. The silt
fence along the tributary stream is receiving too much drainage and in poor shape. The basin
which outlets into the retaining wall area at the top of the cut slope is not receiving drainage from
diversions and appears as though it has never operated per plans.
Required Corrections: Redesign and located basins and traps as necessary on this side of the
site to achieve adequate protection. Immediately install protective measures (diversions, traps,
reinforced silt fence, stream pump- around, etc.) to protect the stream crossing and culvert
installation.
Update (10/7/15): The corrections are currently being addressed, however, the County is
still waiting on the official submittal for the ESC Amendment. Attached to this Notice will
be comments for the emailed pdf to allow the Engineer to make changes and resubmit to the
County as soon as possible to provide DEQ compliance.
lv'I'C
7 Oct 2015
2) Deficiency: The arch culvert installation and the temporary stream crossing are unprotected.
Required Corrections: Design and locate basins, traps, utility stream crossings, pump - around,
etc., as necessary to protect the culvert area. Install all corrective measures and obtain county
approval for plans.
Update (1017115): See previous comment. New traps and diversions have been installed, but
additional measureslinformation will need to be provided on the amended plan to show how
the area will be protected as the fill is brought up around the culvert and the walls are
constructed.
3) Deficiency: Recent storms have caused sediment deposition into Moore's Creek from the site.
Required Corrections: Remove sediment deposits from creek.
Update (1017115): Notify the County when the additional documents regarding the VWP are
received and work can proceed as ordered by DEQ.
4) Deficiency: There is no adequate protection below the retaining wall work.
Required Corrections: Install reinforced silt fence around perimeter, and traps where needed.
Update (10/7/15): Silt fence is still needed.
5) Deficiency: A wash rack was not evident at the entrance.
Required Corrections: Install a proper wash rack draining to a sediment trapping facility.
Remove the black pipe channel directly to the creek.
Update (1016115): DEQ was not happy with the construction entrance as it stands. Install a
paved construction entrance with a wash rack and a measure to capture the runoff. This
detail can be found on sheet 7A of the approved Phase II WPO plan.
6) Deficiency: A large portion of west side of the site is draining toward the entrance with
inadequate sediment trapping facilities.
Required Corrections: Regrade the site to drain to sediment basin on the north side. Have
engineer resize sediment traps at the entrance to accommodate larger areas.
Update (1017115): The contractor has installed measures that will need to be reflected on the
plan amendment.
7) Deficiency: Silt fence is down around the perimeter road.
Required Corrections: Repair reinforced silt fence.
Update (1017115): The silt fence has been repaired.
8) Deficiency: SWPPP documents have not been updated for field changes and grading logs.
Required Corrections: Update SWPPP documents for necessary design changes for the above
corrections, and for necessary logs. The basin, culvert, stream crossing, and other changes will
need to be submitted to the County for plan revisions, but this should not delay needed changes
on -site, which should proceed immediately upon instruction from the site engineer preparing plan
NTC
7 Oct 2015
changes.
Update (10/7/15): The SWPPP is being updated.
9) Deficiency: The temporary stream crossing is not in accordance with the approved plan.
Required Corrections: The crossing does not meet 3.24 of the Va. E &SCH (Plate 3.24 -2).
Remove as much mud as possible from the crossing and re- stabilize with stone.
10) Deficiency: Washing is occurring on the pavement near-the trailers.
Required Corrections: If washing is to continue, wash water needs to be filtered before it
goes into an inlet. Also, do not wash with soap or solvents.
11) Deficiency: Grate inlets in the paved areas have improper protection.
Required Corrections: Install gravel inlet protection as per 3.07 in the Va. E &SC
Handbook or use what is commonly known as a Sdtsack.
12) Deficiency: The outlet from Basin #2 is flowing into the silt fence.
Required Corrections: Locate the super silt fence to above the outlet and riprap.
13) Deficiency: A diversion is directing runoff into basin #2 directly onto the riser.
Required Corrections: Remove the stone weir and relocate the diversion away from the
riser to allow time for the sediment to settle before leaving the basin. The channel into the
basin should be lined with riprap.
Unless subsequently amended in writing by this office, it is expected all of these corrective
measures will be completed by: Date: 16 Oct 2015
Re- inspection of this notice to verify corrective measures will incur a $250 fee (17- 20718, $150
for SF). Failure to take effective corrective measures may result in another NTC and fee, or a
Stop Work Order upon re- inspection.
Failure to comply by the required date may subject the owner to penalties and remedies as listed under
Sections 17 -902 and 17 -903 of the Water Protection Ordinance of the Albemarle County Code.
Should you have a legitimate reason you cannot complete your Water Protection Ordinance plans by the
above given date, you must immediately contact your erosion control inspector at (434) 296 -5832.
Unless you have contacted us and alternative arrangements have been agreed to, we will expect all
compliance work to be completed by the above date.
Additional items may be forthcoming from DEQ, and we will forward these as soon as we obtain them.
Should any of these DEQ items require substantially more work, timelines can be adjusted.
Please keep in mind that sediment discharge into creeks is grounds for an immediate stop -work
order. If you have a weak spot, please redesign, or shore it up well.
NTC
7 Oct 2015
Sincerely,
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e r Glenn Brooks, P.E.
County Erosion Control Officer County Engineer
Program Administrator
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Received by: Date:
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