20200935 Ver 1_RESPONSE #1_20201014

Strickland, Bev
From: [e-mail]
Sent: Wednesday, October 14, 2020 1:20 PM
To: Johnson, Alan
Cc: 'Eben Pyle'
Subject: RE: [External] RE: 20-0935, Buffer Variance
Attachments: C-101 Existing Site Plan.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
iflp'[e-mail]
Alan,
Here is the revised existing site plan to go with the Buffer Variance Application. Let me know if you have any questions.
Thanks,
Hal
Hal Marvin, P.E., LEED AP BD+C
Director of Engineering I ATRIAX GROUP
Planning, Design, Construction and Related Services
Office: [phone] 1 Mobile: [phone]
From: Johnson, Alan <[e-mail]>
Sent: Monday, October 12, 2020 12:46 PM
To: [e-mail]
Subject: RE: [External] RE: 20-0935, Buffer Variance
Hal just following up on the info at the beginning of this email chain. We need to get this
closed out. Currently the site is in violation
Thanks
Alan
DWR
ONIslan of Wxter Resources
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
1

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Johnson, Alan
Sent: Tuesday, September 1, 2020 1:41 PM
To: [e-mail]
Subject: RE: [External] RE: 20-0935, Buffer Variance
Not at this time. Others have review as well. I just wanted to get the basic info back to you
guys.
Thanks
Alan
DWR
Dlvislon of Water Resources
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax:[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: [e-mail][mailto:[e-mail]]
Sent: Tuesday, September 1, 2020 1:18 PM
To: Johnson, Alan <[e-mail]>; Williams, Kelly <[e-mail]>
Cc: 'Eben Pyle' <[e-mail]>
Subject: [External] RE: 20-0935, Buffer Variance
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Alan,
Were there any written comments concerning the buffer variance application other than what you have stated in your
email?
Kelly,
Please provide what DWR's guidelines/requirements are for mitigation payment.
Thanks,
Hal

Hal Marvin, P.E., LEED AP BD+C
Atriax Group
Planning, Design, Construction and Related Services
Office: [phone] 1 Mobile: [phone]
From: Eben Pyle <[e-mail]>
Sent: Monday, August 31, 2020 11:46 AM
To: [e-mail]
Subject: Fwd: 20-0935, Buffer Variance
Hey Hal,
I just received this email from Alan Johnson from DWR. Can you take a look and and see what we need to do with this.
Thanks,
Eb Pyle
-----Original Message -----
From: Johnson, Alan <alan.iohnsona-ncdenr.gov>
To: epyle aol.com <epyle aol.com>
Cc: Williams, Kelly <kelly.williamsa-ncdenr.gov>; Pitner, Andrew <andrew.pitnera_ncdenr.gov>
Sent: Mon, Aug 31, 2020 10:02 am
Subject: 20-0935, Buffer Variance
have the application in house. More clarity should be provided regarding the
impacted area (measured dimension(s)). The impacted area (sq. ft) within the buffer
(denoting the impact in both Zone 1 and Zone 2 individually) must be clarified. A close
up view (the aerial provided is indicative of the impact but more clarity should be
provided. You should also contact Kelly Williams, included on email, to determine
what is required for mitigation payment. Any stormwater inlets and discharge points
should be include in the site diagram
Be reminded this is an after the fact variance request. There is no guarantee of
approval. Also a variance is an exception to the Rule, thus additional
requirements/conditions may apply that normally would not if working within the
allowable uses.
Thanks
Alan
DWI
DIvRion of Water 'Rv%ource%
Alan D Johnson — Senior Environmental Specialist
3

NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

1 2 3 4
5
C
C
B
A
O
EXISTING
ASPHALT
W
I
EDGE OF WATER SURFACE - -
I
LANDWARD LIMIT
EXISTING GRASS AND
--.� NON -COMPACTED GRAVEL
` 12'
l 22'
2246 S F
{
i } I
EXISTING
ASPHALT ---
2036 SF
/ ,
EXISTING CONCRETE
526 SF""'
111
EXISTING PAVEMENT
BOUNDARY
EXISTING GRASS AND
NON -COMPACTED GRAVEL
Aw, wliIIIIIIIIIIIIIIIIIIIIl 47 A
r-
EXISTING CONCRETE
1534 SF
}
EDGE OF WATER SURFACE -
F
LANDWARD LIMIT
LONG ISLAND MARINA - EXISTING SITE PLAN
GRAPHIC SCALE
ill =20'
0 10, 20' 40'
3
SCALE: 1 "=20'
LEGEND
EXISTING MINOR TOPO (2')
EXISTING MAJOR TOPO (10')
EDGE OF FLOOD ZONE
■
Atri ax
rNmalmeNIME
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
T: 828.315.9962
F: 828.315.9964
www.atriaxgroup.com
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
SEAL:
ZONE BOUNDARIES PRELIMINARY PLANS
NOT RELEASED FOR
EXISTING IMPERVIOUS BOUNDARY CONSTRUCTION
EDGE OF WATER SURFACE
STORM WATER FLOW DIRECTION
EXISTING CONCRETE ZONE 1
EXISTING PAVEMENT ZONE 1
EXISTING CONCRETE ZONE 2
EXISTING PAVEMENT ZONE 2
SUBCONSULTANT:
ONLY SIGNED AND SEALED DOCUMENTS
ARE RELEASED FOR CONSTRUCTION
This document is an instrument of service
rendered and shall remain the property of Atriax,
pllc who retains allcommon law, statutory and C
other reserved rights, including the copyright
thereto.
Copyright 2019 Atriax, pllc
11
GENERAL
NOTES:
1.
ZONE 1: 30-FT RIPARIAN BUFFER
0--)
CD
2.
ZONE 2: 20-FT RIPARIAN BUFFER
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3.
TOTAL ZONE 1 IMPACTS: 2,246 SF ASPHALT
,`�
c�
1534 SF CONCRETE
4.
TOTAL ZONE 2 IMPACTS: 2,036 SF ASPHALT
526 SF CONCRETE
5.
STORM WATER SHEET FLOWS ACROSS EXISTING GRADE INTO ZONE 2
THEN INTO ZONE 1 TOWARDS THE LAKE AND CONVEYS THROUGH
GRASS AND GRAVEL AREAS BEFORE REACHING THE LAKE WALL.
Q
z
5.
A GRAVEL LAYER EXISTS BETWEEN THE LAKE WALL AND THE GRASS
O
BUFFER.
6.
NO STORM DRAIN INLETS OR PIPES ARE INSTALLED IN ZONES 1 OR 2.
z
NO CONCENTRATED FLOW.
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00
C-)
C/-)
DRAWN BY:
DIH
CHECKED BY:
HJM
SHEET NO.:
C
101
ISSUE DATE: 04 30 2020
PROJECT NO.:
20-019-12
4
5 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE ACCORDINGLY