HomeMy WebLinkAbout20190418 Ver 1_More Info Received Email_20190510Strickland, Bev
From: Joey Lawler <JLawler@smeinc.com>
Sent: Friday, May 10, 2019 8:01 AM
To: Annino, Amy M; James Hubbard; Chris Stahl
Cc: Fuemmeler, Amanda J CIV (US)
Subject: RE: [External] Marion Lake Dam
Attachments: REVISED PCN PAGES.PDF
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Aov
Amy— I have attached a revised PCN page that changes the impacts from wetlands to open waters.
With respect to your other question - once the stream has been restored and vegetation re-established within the
footprint of the former reservoir, the coffer dam and filter socks will be removed and the pipe day -lighted. Although we
don't anticipate that removal/replacement of the filter socks will be required, sediment loading within the micro -pool
will be periodically monitored during construction, and minor maintenance may be performed if necessary.
Thanks and let me know if you need anything else - j
Joey Lawler, PWS
Natural Resources Project Manager
S&ME
9751 Southern Pine Blvd.
Charlotte, NC 28273
0: 704.523.4726
111 E M: 704 604 6474
www.smeinc.com
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From: Annino, Amy M [mailto:amy.annino@ncdenr.gov]
Sent: Thursday, May 9, 2019 3:30 PM
To: James Hubbard <jhubbard@smeinc.com>
Cc: Joey Lawler <JLawler@smeinc.com>
Subject: RE: [External] Marion Lake Dam
James,
Thank you for this latest drawing set. The PCN lists impacts under the wetlands category. After discussion with Amanda
Jones at USACE, she indicated that impacts should be listed under the open water impact table. Can you revise the PCN
and resend? Also, do you anticipate the need to periodically clean out the 10' x 10' micro pool or maintain/replace filter
sock? We are wondering if access to this area for maintenance will be needed.
Thanks,
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.annino(cancdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
1�-�Nothtng Compares]
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From: James Hubbard <jhubbard@smeinc.com>
Sent: Thursday, May 09, 2019 11:40 AM
To: Annino, Amy M <amy.annino@ncdenr.gov>
Cc: Joey Lawler <JLawler@smeinc.com>
Subject: [External] Marion Lake Dam
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Hey Amy,
Attached is our latest drawing set which includes the cross section you were looking for. After receiving some data in the
field, we updated the culvert size to 18 inches in diameter. Below I have included a summary of our culvert calculations.
S&ME did not want the dam to overtop during the 100 year storm. Also, we did not want the soil coffer dam (elevation
of 1291.5') to overtop during a 2 year storm. The 18 inch diameter culvert is the only size that could meet our goals.
Please let us know if you have any other concerns.
Long Terrn Dewatering Peak Stage (ft)
Culvert
Diameter
24 -Hour Design Storm
121nCh
15 Inch
18 Inch
1 -Year
1288.7
1287.9
1287.8
2 -Year
1290.7
1289.6
1288.9
10 -Year
1298th
1296.3
1294.8
Year
1308.0
1305.9
1818.7
100 -Year
Overtop
Overtop
1308.4
Thanks,
James Hubbard, P.E.
Project Engineer
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SWE
•
9751 Southern Pine Blvd.
Charlotte, NC 28273 map
0: 704.523.4726
111 E
M: 843.343.7880
wvvw.smeinc.com
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2ZkHour Design Storm
Culvert Diameter
12 Inch 15 Inch 18 Inch
I Year
1M.7
IM7.9—
IM7.3
2 Year
Tavertop
1M.7
IM!L6
IMA
lMear
12!)4.8
1��
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IM9
1305
1303.7
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C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetland impacts will occur.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: No stream impacts will occur.
Page 5of11
PCN Form — Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑ P ® T
Lady Marian
Reservoir
Fill placement
Lake being drained
0.052
02 ❑P❑T
03 ❑ PEI T
04 ❑P❑T
4L Total open water impacts
4g. Comments: See cover letter for additonal information
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version