HomeMy WebLinkAboutFW_ Borrow Pit _G_ Turbid DischargeFrom:Westphal, Anneliese
To:Sprinkle, Hannah H
Cc:Farrell, Sean C; Shaver, Brad E SAW; Lane, Stephen; Gingrich, Sophia E; Herndon, T. Mason; Yarborough, Jerry
W
Subject:FW: Borrow Pit "G" Turbid Discharge
Date:Wednesday, October 5, 2022 5:03:41 PM
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R-3300B Permit PSH 23 - Location of Pit G Dischange.pdf
image001.png
Basin for PIt G.jpg
Pipe discharge for Pit G basin.jpg
Ditch discharging to stream.jpg
Turbid water from ditch and clear water from stream.jpg
Turbid water from ditch mixing with water from stream.jpg
Hi Hannah,
At the R-3300B field review today, we visited Site 19, at a location upgradient from the existing
culvert at US 17. Although the jurisdictional stream in this location will be impacted by the project,
it is still flowing and has been isolated from the project by EC measures. Yesterday afternoon
turbidity in the stream was noted and therefore pumping to the stilling basin for Pit G was turned
off. It seems that the layer that was reached in excavation of the pit caused turbidity that was not
being treated by the basin. The water leaving the basin flows through a wooded wetland and then
eventually to a ditch which takes it to the JS stream. The turbidity is mixing with the water in the
stream at this location as we could see clear water up gradient from the ditch. Please see the
attached marked-up permit drawing sheet 120 which shows the turbidity readings at several
locations at Site 19. Also attached is the data sheet with the turbidity readings upstream
(background) and the numbers from the borrow pit.
As Ben Meyer notes in his email below, they have stopped all pumping to the basin (from the pit)
and also stopped all discharge from the pit. They are considering other options to deal with the
turbidity, also noted in Ben’s email.
We walked to the outlet of the culvert under US 17, to the (in line) pond behind the Andrew’s
Mortuary building, and also to the outlet of culverts that carry the stream under Annonale Trace and
the stream/pond also looked turbid at these locations.
Please let me or Sean know if you need any additional information or if you’d like to visit the site.
We will keep you updated.
Thanks,
Anneliese
Anneliese Westphal
Environmental Senior Specialist
Division 3
NCDOT- Division of Highways
910 341 2000 office
910 604 1330 mobile
910 675 0143 fax
awestphal@ncdot.gov
5501 Barbados Blvd
Castle Hayne, NC 28429-5647
From: Meyer, Benjamin C <ext-bcmeyer1@ncdot.gov>
Sent: Wednesday, October 5, 2022 2:53 PM
To: Westphal, Anneliese <awestphal@ncdot.gov>
Cc: Farrell, Sean C <scfarrell@ncdot.gov>; Gingrich, Sophia E <segingrich@ncdot.gov>; Jackson
Provost, PE, PLS <Jackson.Provost@summitde.com>; Waugh, Daniel G <dgwaugh1@ncdot.gov>; Jim
L. Haga <jhaga@rkk.com>; Brandon Helms <brandon.helms@summitde.com>
Subject: FW: Borrow Pit "G" Turbid Discharge
Anneliese,
Below and attached are the results of the turbidity meter readings from the Pit G discharge issue.
We have stopped all discharge and pumping any remaining water out of the from Pit G sediment
basin. Discussions of using sediment bags, teared stilling basins, and other options are being
discussed. Let me know if there is any additional information you need from us.
Cheers,
Ben
Ben Meyer, PE, CCM
Assistant Resident Engineer
Hampstead Bypass
Cell: 910-617-1902
Ext-bcmeyer1@ncdot.gov
bmeyer@rkk.com
From: Brandon Helms <brandon.helms@summitde.com>
Sent: Wednesday, October 5, 2022 1:21 PM
To: Benjamin Meyer <bmeyer@rkk.com>; Jackson Provost, PE, PLS
<jackson.provost@summitde.com>; Jim L. Haga <jhaga@rkk.com>; Jim L. Haga <jhaga@rkk.com>
Subject: Borrow Pit "G" Turbid Discharge
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See attached.
Background/Upstream - 4.5 NTU
Dewatering Basin Effluent BP"G" - 312 NTU
Discharge into JS - 405 NTU
JS @ Air Bridge - 375 NTU
JS @ Culvert/US-17 Leaving Site - 334 NTU
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Brandon Helms
Transportation Technician V
Tel: 919-732-3883
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.