20200321 Ver 1_Stream clean up diagram 07-08-20_20200716

Strickland, Bev
From: Morgan, Katie <[e-mail]>
Sent: Thursday, July 16, 2020 2:16 PM
To: Johnson, Alan; 'Roden Reynolds, Bryan K CIV (US)'
Cc: 'Larry Ingram'; 'Wayne Hogden'; 'Ken Swayze'; Jonathan C. Boerger; 'Bryson Hall';
'[e-mail]'; joseph.alm; Lawson, Danon ([e-mail])
Subject: RE: [External] RE: 07-08-20 Copart - Gastonia Inspection Report
Attachments: 102-18-503-R5-07142020-SE-Stream Exhibit.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hi Alan,
Please find attached the conceptual plan for the stream restoration.
Have a Great Day!
Katie L. Morgan, PWS, EP
Senior Project Manager — Professional Wetland Scientist (#3100)
PARTNER ENGINEERING AND SCIENCE, INC.
New Orleans, LA
C:423-838-1845 1 0: 504-777-3956 1 D: 800-419-4923 ext. 3748
More Than Just Assessments. Solutions — For a complete list of services, click here
From: Johnson, Alan <[e-mail]>
Sent: Friday, July 10, 2020 12:24 PM
To: Morgan, Katie <[e-mail]>; 'Roden Reynolds, Bryan K CIV (US)'
<Bryan.K.Roden [e-mail]>
Cc: 'Larry Ingram' <[e-mail]>;'Wayne Hogden' <[e-mail]>;'Ken Swayze'
<[e-mail]>; Jonathan C. Boerger <[e-mail]>; 'Bryson Hall'
<bryson.hall @copart.com>; '[e-mail]' <[e-mail]>; joseph.alm
<[e-mail]>; Lawson, Danon ([e-mail]) <danon [e-mail]>
Subject: RE: [External] RE: 07-08-20 Copart - Gastonia Inspection Report
Katie, I haven't received a conceptual plan for the stream work. Maybe there is confusion on
what is meant by conceptual design. I have the notebook/plan that gives the literary
description and general concept, but there was no schematic/diagram submitted. Or call it a
visual plan.
Alan
1

DWR
Dlvlslon 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: Morgan, Katie [mailto:[e-mail]]
Sent: Friday, July 10, 2020 12:05 PM
To: 'Roden Reynolds, Bryan K CIV (US)' <[e-mail]>
Cc: 'Larry Ingram' <[e-mail]>;'Wayne Hogden' <[e-mail]>;'Ken Swayze'
<[e-mail]>; Johnson, Alan <[e-mail]>; Jonathan C. Boerger
<Jonathan. [e-mail]>; 'Bryson Hall' <[e-mail]>;'[e-mail]'
<[e-mail]>; joseph.alm <[e-mail]>; Lawson, Danon ([e-mail])
<danon [e-mail]>
Subject: [External] RE: 07-08-20 Copart - Gastonia Inspection Report
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hi Bryan,
Can you confirm you are in receipt of the removal of the NOV status from Jonathan? Based on your last correspondence
this is the last piece of the puzzle to move forward with the permit.
Have a Great Day!
Katie L. Morgan, PWS, EP
Senior Project Manager — Professional Wetland Scientist (#3100)
PARTNER ENGINEERING AND SCIENCE, INC.
New Orleans, LA
C:423-838-1845 1 0: 504-777-3956 1 D: 800-419-4923 ext. 3748
More Than Just Assessments. Solutions — For a complete list of services, click here[nam02.safelinks.protection.outlook.com

From: Jonathan C. Boerger<[e-mail]>
Sent: Friday, July 10, 2020 10:57 AM
To: '[e-mail]'<[e-mail]>;'[e-mail]' <[e-mail]>;
'Ken Swayze' <[e-mail]>; '[e-mail]' <[e-mail]>; 'Bryson Hall'
<bryson. hall @copart.com>; 'Wayne Hogden' <[e-mail]>
Cc: 'Larry Ingram'<[e-mail]>;'[e-mail]' <[e-mail]>; Joseph D. Alm
<[e-mail]>; Morgan, Katie <[e-mail]>; 'Roden Reynolds, Bryan K CIV (US)'
<Bryan.K.Roden [e-mail]>; Lawson, Danon (danon [e-mail])
<danon [e-mail]>
Subject: 07-08-20 Copart - Gastonia Inspection Report
Good morning,
Please find attached, the 07-08-20 SE&SC inspection report for the "Copart-Gastonia" project.
Sufficient improvements have been made to allow for removal of the NOV status for this project (for the SE&SC NOV
only; this does not affect any other enforcement actions by any other regulatory agency). Please see the attached report
for some items that need to be addressed. It is understood that progress has already been made since the inspection as
conducted.
Thank you,
Jonathan Boerger
Natural Resources Conservationist
Gaston Natural Resources Department
1303 Dallas Cherryville Hwy
Dallas, NC 28034
[phone]
Jonathan. [e-mail]
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named addressee you should not disseminate, distribute or copy this email. Please notify the sender immediately by
email if you have received this email by mistake and delete it from your system. Emails that do not contain confidential
medical information are subject to North Carolina General Statute, Chapter 132 and may be considered a matter of
public record.

DWR
DhBlon of Water Resources

A
/o
740
P
Q
SEEDED AREAS SHALL BE APPLIED AT THE FOLLOWING RATES
IN POUNDS PER ACRE:
August 1 - June 1
May 1 - September 1
100# Tall Fescue
100# Tall Fescue
15# Kentucky Bluegrass
15# Kentucky Bluegrass
30# Hard Fescue
30# Hard Fescue
25# Rye Grain
10# German or Browntop Millet
500# Fertilizer
500# Fertilizer
4000# Limestone
4000# Limestone
rJ
o �1
STREAM CHANNEL f
20'BUFFER
• � J
50' BUFFER 1
C/.
5' BENCH @ 10:1
W/ RIP -RAP
to
0
NOTE:
1. FINAL LOCATIONS OF SPRING BOX TO BE FIELD ADJUSTED TO
CORRESPOND TO UPPER OF STREAM.
2. NO GRADING OR IMPACTS SHALL OCCUR WITHIN STREAM OR STREAM
BUFFERS UNTIL USACOE AND/OR NCDEQ PERMITS ARE OBTAINED.
3. WOOD STAKES OR OTHER BIODEGRADABLE DEVICE SHALL BE USED
IN -LIEU OF METAL OR PLASTIC STAPLES FOR SECURING THE EROSION
CONTROL MATTING.
PARCEL LINE
SILT FENCE
t
�_l15
725
/ INSTALL SEEDED EROSION CONTROL
FABRIC WITHIN 20' BUFFER AREA.
EROSION CONTROL FABRIC SHALL BE
NORTH AMERICAN GREEN, BIONET 700BN,
OR APPROVED ALTERNATE
735
SEED AND MULCH AREAS WITHIN
THE ZONE BETWEEN THE 20' AND 50'
BUFFER AREAS
BW: 745
PROPOSED RETAINING WALL
�o
10'X20' RIP -RAP PAD
FOR ENERGY
DISSIPATION
W90753
t
WETLANDS AREA
V TEMPORARY ROCK FILTER DAM TO BE
INSTALLED WHILE CLEANUP AND
J RESTORATION IS BEING PERFORMED.
REMOVE ONCE STABILIZATION
° EFFORTS HAVE BEEN COMPLETED.
-RE OVIE SILT AND DEBRIS WITHIN
1•T EXISTING STREAM CHANNEL
BW: 718
755.
.00
BW: 734
e
745
750
124 LF 6" PERFORATED PIPE IN A GRAVEL
ENVELOPE WITH CAP ON UP STREAM END
AND RODENT SCREEN ON DISCHARGE
11IV //,___<Z// /
ALT 1 - SPRING BOX PER NCDOT DETAIL
840.41; APPROX. INV. 722.00
4' WIDE GRASSED
FLAT BOTTOMED
DITCH W/ 4:1 SIDE
SLOPES @ 2.3%
GRADE
d
155
GRADING + DRAINAGE LEGEND
101
MINOR CONTOUR
100
MAJOR CONTOUR
TOP OF CURB
BOTTOM OF CURB
SPOT ELEVATION
STORM DRAINAGE
PIPING (18"0 OR MORE)
STORM DRAINAGE
-ST-
PIPING (15"0 OR LESS)
747.
ASS
;\' 111l1 ,'S0
4' WIDE GRASSED
FLAT BOTTOMED
DITCH W/ 4:1 SIDE
SLOPES @ 0.25%
GRADE
N
0 200 400
100 300
SCALE: 1"=200'
1 z"(3ocm)
CHANNEL
INSTALLATION
4"(10cm)
DETAIL
II=III=
6" 1=1 - I 1 I I
(15cm)
_ „
-III
=� f �= =�
- - (15cm)
4"(10cm)
6"
1. Prepare soil before installing rolled erosion control
(15cm)
products (RECPs), including any necessary
2 $
application of lime, fertilizer, and seed.
•
1
1
I($-12.SCm)
•� I^I
2. Begin at the top of the channel by anchoring the
RECPs in a 6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"(30cm) of Rl
\
••
4" 6" •
(-10-1^SCm-)
1 >
>
y I `�
>
••, _ _ -_
extended beyond the up -slope portion of the
trench. Use Shorevlax mat at the channellculverl
outlet as supplemental scour protection as
I I
• yrA^�^
�
\�//
•�
�� � -I � I -I III I =1
needed. Anchor the RECPs with a row of
stapleslstakes approximately 12"(30cm) apart in
IIII
III
t \
�.�
1
© -
the bottom of the trench. Backfill and compact the
• •
I I \^,
^ \ �,�
^,_ ^ ^ ^
trench after stapling. Apply seed to the compacted
•
I I
soil and fold the remaining 12"(30cm) portion of
_
•
-III=1 III I I i=1
RECPs back over the seed and compacted soil.
-I 1= 1= I- ® III
Secure Rl over compacted soil with a row
••, • �•
•
of staples/stakes spaced approximately 12" apart
across the width of the RECPs.
•� • •• •
3. Roll center RECPs in direction of water flow in
of channel. RECPs will unroll with
IIbottom
_
•. •°
appropriate side against the soil surface. All
•
'
RECPs must be securely fastened to soil surface
I•, • •
°
by placing staples/stakes in appropriate locations
•
• -III
as shown in the staple pattern guide.
III
I
4. Place consecutive RECPs end -over -end (Shingle
-III- I =1
_
_-III-I I
style) with a 4"-6" overlap. Use a double row of
sta les staggered 4" a art and 4" on center to
se ure RECPs. p
(15cm) =� Ll-ll I III
I -III -III -III -I I
5. Full length edge of Rl at top of side slopes
=1 =�- 1=III=III=III=III=
_ _
=III=III=III=III=III
must be anchored with a row of staples/stakes
- g ---------------
approximately 12"(30cm) apart in a 6"(15cm) deep
X 6"(15cm) wide trench. Backfill and compact the
trench after stapling.
6. Adjacent Rl must be overlapped
CRITICAL POINTS
approximately 2"-5" (5-12.5cm) (Depending on
A. Overlaps and Seams
NOTES:
RECPs type) and stapled.
7. In high flow channel applications a staple check
B. Projected Water Line
"Horizontal staple spacing should be altered if
slot is recommended at 30 to 40 foot (9 -12m)
C. Channel Bottom ide
Slope Vertices
necessary to allow staples to secure the critical points
intervals. Use a double row of staples staggered
A
A
along the channel surface.
4"(10cm) apart and 4"(10cm) on center over entire
width of the channel.
B C
B
" loose soil conditions, the use of staple or stake
B. The terminal end of the Rl must be anchored
lengths greater than 6"(15cm) may be necessary to
n
with a row of stapleslstakes approximately 12"
(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide
properly secure the RECP's.
trench. Backfill and compact the trench after
Drawing Not To Scale
stapling.
Disclaimer:
AMERICAN
hiNORTH
The information presented herein is general design information only. For specific applications, consult an independent
GREEN
professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040
Poseyville, IN 47633 www.nagreen.com
Drawn on: 54.17
STAPLE PATTERN
2„_5„ �
al_
2„_5" 2„_5,� I�
®
I 2„_5„
GUIDE
(5-12.5cm
~{ t (5-12.5cm) (5-12.5cm
~I (5-12.5cm)
3'
3'
(0.9m)
(0.9m)
6'
(1.8m)
6'
(1.8m0
4:1 Slopes (A)
L1.
(lm)
, (lm)
(0.5m)
0
3:1 Slopes (B)
(lm)
2:1 Slopes (C)
•
0
0
O
1:1 & Steeper Slopes (D)
0.7
Staples per
SQ.YD.
1.15 Staples per
SQ.YD.
Medium/High Flow Channel (D)
2"-5"
2„_5"
2„_5"
2"-5"
0
High Flow Channel And Shoreline (E)
IN
(5-12.Scm) (5-12.5cm) (5-12.5cm) A (5-11
4,
z'
(o.6m)
2'
4, (o.6m)
it
4,
2' 10"
(0.6m) (25cm)
1.6'
(1.2m) O
(1.2m)
3.3'
(O.Sm)
O
3.3'
• •
!0
10"(25cm)
.>
o o (>
3.3'
O O O
1.7 Staples per SQ.YD.
3.4 Staples per SQ.YD.
3.75 Staples per SQ.YD.
NOTES:
' Use
ECMDS for more accurate staple
pattern
selection.
NORTH
Disclaimer:
AMERICAN
The information presented herein is general design
information only. For
specific applications, consult an independent
GREEN
professional for further design guidance.
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
Drawn on: 5 _17
Drawing Not To Scale
LBYD
ENGINEERS
Birmingham, Alabama
Huntsville, Alabama
Auburn, Alabama
Tampa Bay, Florida
www.lbyd.com
LBYD, Inc.
Civil and Structural
Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Phone [phone]
C-2887
© copyright 2018
These drawings and design intent are the
sole property of LBYD Inc. which may not
be reproduced without written permission.
LBYD Project Number
102-18-503
Seal
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Sheet Title
STREAM RESTORATION
PLAN EXHIBIT
Date
07/14/2020
Checked By Drawn By
LWI TJR/ARS
Sheet Numbe, Sequence
S E-1.0 Total