20220119 Ver 1_More Info Received_20220202

Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvofiry
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20220119
Version* 1
Is this project a public transportation project?*
Yes
• No
Reviewer List: * Doug Perez:eads\djperez
Select Reviewing Office: *
Mooresville Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Project Contact Information
Name: Nelson Mills
Who is submitting the information?
Email Address: [e-mail]
Project Information
Project Name: Pope Tract
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Iredell
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Stream Crossing Exhibit_2021-10-11.pdf 1.02MB
Only pdf or kmz files are accepted.
Describe the attachments or
comments:
Permit Drawings for the Pope Tract
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");

• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
.67IdeAre
Submittal Date: Is filled in automatically.

0
•
i
INTERMITTENT
STREAM 3
GRAPHIC SCALE
125'
250'
500'
( IN FEET )
HORIZONTAL 1 inch = 250 ft.
/ �J
(444
/ � i
l�(IIf(1I( ��V �''� /%/Al)\
III/)I' /'-
U /\
�/
l I 1\)11111II11111I11\`\"\iW'\\\"\���`��illll\l\\ \\\\\
\\\\ \ \\\ 1 \ \\\\\\\\\\\ \\\ \ \ \
\\\ \\III \�I �\ �\ \\\\\�\�\\� �\\� \� \�� 1
\�\1)11•1) I I II \I \\\\\\\ ���\\\ �\�\\\\\\\\� �\ ��� \\ \ _�\��
\,\\
\11(i&I �4- 4 N\\�\��; �� \���\� ���� \ \\��\\ \\\\
'">/''//()//
/�rti ��\\\v/////r \4(w\\\< ll `\\\ \\�\�\\ll/
0\,\\\\l A l��///�7?*J) ( I l fl // ///
\ lll!(I I (ll/ / /
\\\ �I V,\„(,). i/ll, if,„ „), f // ( ( ( I j
PERENNIAL STREAM 1 ///I III II1 I `\ \ 1
1
,,,,,
INTERMITTENT
)I)\`\\\\\\\�� \� \\l l \��� � \\ \1 1 ( \\\\\'k \\\\\\\\ \\ \ \\\ \\ \I`\ / \`\\�\�� \ \\ \ \ STREAM 4
\ \\\I \\t \\11// \\\`�� �\�>>>»>))1 11 IIII\I\ II \
\Z( (I \\ _;� _ \N >7// / / / 1 I I I I I I I / / ` �\` \� \\ \ \\\\ \
� \ 1 / (< \ l 111111 III / /
ti� I / \
1 \\lIll fl�rl�:
\\
�fr�� r�� \ jdll/\j/ /11/
bk\
/((////� // / 1//j(
/
I
/
T
-\
PERENNIAL STREAM 2
%v / f ---
�_�ss — \
I) I -/ i i / '///// /�i--- ` \ ,
/III% %i�// ii \\\��i
///,/ /p /' �\\\O\Q
l / ///// / ,ice / �� \\\y�\-
fi, (//�)// /I ///% , � �\`
////
/}\I(7 i� _,_,� \ \\)
(li\�/ /(j /%i/ij�= -�7�)a )�/"/C
v �✓� 1:21
1III�\/(I/I��Ilf�
= �\(l///77,---^lIIIz�
- ��_-// r r/>> 1—
/
y / I //
PRELIMINARY
NOT FOR
CONSTRUCTION
8
PROJECT NUMBER: 1021.400
DATE: 10/11/2021
SCALE: AS NOTED
DRAWN BY/CHK BY: AMP/DEB
POPE TRACT SUBDIVISION
EXISTING CONDITIONS MAP
MOORESVILLE, NORTH CAROLINA
LANDSOUTH OF MB, LLC

•
vvr
�
INTERMITTENT
STREAM 3
1
I
/
0
GRAPHIC SCALE
125'
250'
500'
( IN FEET )
HORIZONTAL 1 inch = 250 ft.
1/
/
/
t
INTERMITTENT STREAM 4
±190 LF DISTURBANCE
STREAM
CROSSING
•
r
/
Ro 0
PERENNIAL STREAM 2
;I
PRELIMINARY
NOT FOR
CONSTRUCTION
Z Z
0 0
0 0
Z
0 Z
co—I
m
N 0
0
8
PROJECT NUMBER: 1021.400
DATE: 10/11/2021
SCALE: AS NOTED
DRAWN BY/CHK BY: AMP/DEB
POPE TRACT SUBDIVISION
OVERALL SITE PLAN
MOORESVILLE, NORTH CAROLINA
LANDSOUTH OF MB, LLC

PROJECT NUMBER:1O21.400
DATE: 10/11/2021
SCALE: AS NOTED
CO
w
d
DRAWN BY/CHK

190 LF DISTURBANCE OF INTERMITTENT STREAM 4
STREAM ALONG CULVERT: 174 LF
HEADWALLS: 6 LF
EMBEDDED RIPRAP APRON: 10 LF
920
810
1
I
•790
AIMING
BIER
AIM MI BM
�MIKA MI
.�1�11
800
.�Lumi m
111111111INILILILIAIMMELININ WI
f
EXISTING STREAM 4
CENTERLINE (TYP)
/ RIPRAP APRON TO BE PLACED AT
/ PRE -CONSTRUCTION CONTOURS
±10 LF OF DISTURBANCE
)/)//////y
CULVERT PIPE #1
an..._____AIMENNENEall MI VAR' immet
El MN_
iimmwommawws
Ina 1111 r
‘LOIL.
=r1474411MILVM
IIMMEM
M(I� � Wt<ll�l♦
�n ut• ■ ■rr�
�w��■ri�rn
1141"1"
i /
�o
\
\\ \\ \ \ \ 1 I
\ \ \ \
\ \ \ \ \ \ \ \
\ \
GRAPHIC SCALE
0 125' 250'
500'
( IN FEET )
HORIZONTAL 1 inch = 250 ft.
\\�
PROPOSED NCDOT HEADWALL
STD. 838.80
EXISTING TOP OF BANK
(T/YP)
//4\
\\\ `(\ \\ \
1
�\ \
o \
\
\
//
ON r�1J 'v
IANIM
-
�\�\ \\\\ \)\ �) \IIIII':\C
cP DV
/
// 7 // 1�
/ // o / —
/ Qb
j/�— // /
—
/
I /
/
STREAM CROSSING
INTERMITTENT STREAM 4
±190 LF DISTURBANCE
r
CO
/
8
/
PRELIMINARY
NOT FOR
CONSTRUCTION
i
zz
0 0
0
zA
0z
co-1m
N
O �
0
PROJECT NUMBER: 1021.400
DATE: 10/11/2021
SCALE: AS NOTED
DRAWN BY/CHK BY: AMP/DEB
POPE TRACT SUBDIVISION
STREAM CROSSING SITE PLAN
MOORESVILLE, NORTH CAROLINA
LANDSOUTH OF MB, LLC

EMBEDDED RIPRAP
(TYP)
GRAPHIC SCALE
0 125' 250' 500'
( IN FEET )
HORIZONTAL 1 inch = 250 ft.
1.0
N
820
810
800
790
780
PROPOSED GRADE
(TYP)
EXISTING GROUND
(TYP)
r
J
•
-
-
-
- i
I
60,.c �2.29�!`�
1V9�
•
•
PIPE TO BE BURIED
1' BELOW EXISTING GROUND
r
00
ti
co
ti
rn
. O
OD c
oo
PRELIMINARY
NOT FOR
CONSTRUCTION
8
PROJECT NUMBER: 1021.400
DATE: 10/11/2021
SCALE: AS NOTED
DRAWN BY/CHK BY: AMP/DEB
POPE TRACT SUBDIVISION
STREAM CROSSING PROFILE
MOORESVILLE, NORTH CAROLINA
LANDSOUTH OF MB, LLC

NOTES FOR STREAM BANK STABILIZATION
1. UPON COMPLETION OF STREAM CROSSING WORK,
CONTRACTOR SHALL BACKFILL AND MECHANICALLY TAMP (NO
SPECIFIC DENSITY) SOILS INTO PLACE AND DRESS DISTURBED
SURFACES.
2. BEGINNING AT A POINT 2' ABOVE WATER SURFACE ELEVATION,
GRASS DISTURBED AREAS (SEED, FERTILIZER& STRAW MULCH)
STREAM BANK, TOP OF BANK AND DISTURBED AREAS UPLAND
OF STREAM.
3. INSTALL COIR FIBER NET/MAT STARTING MINIMUM 12" BELOW
WATER SURFACE ELEVATION AND EXTENDING A MINIMUM 5'
BEYOND TOP OF BANK. MIN. SPECIFICATIONS FOR COIR FIBER
NET/MAT AS FOLLOWS:
MIN. THICKNESS OF 0.30 INCHES
- 100% COCONUT FIBER AND WOVEN INTO TWINE
- AVG. WEIGHT OF 20 OZ/SQ. YD.
4. COIR FIBER NET/MAT SHALL BE SECURELY HELD IN PLACE WITH
USE OF WOODEN STAKED AND WIRE STAPLES (AS NEEDED)
5. INSTALL LIVE STAKES BEGINNING AT WATER SURFACE
ELEVATION AND EXTENDING 2 VERTICAL FEET UP THE STREAM
BANK. SEE LIVE STAKE DETAIL FOR ADDITIONAL REQUIREMENTS.
6. INSTALL SILT FENCE W/ WIRE REINFORCEMENT ALONG TOP OF
BANK (ADJACENT TO END OF COIR FIBER NET/MAT) FOR A WIDTH
OF DISTURBED SOILS.
EXTEND COIR FIBER MAT
5' BEYOND TOP OF BANK
COIR FIBER NET/MAT
GRASS (SEED, MULCH, FERTILIZE)
REMAINING DISTURBED STREAM
BANK AREAS INCLUDING TOPS OF
BANK (UNDER COIR NET/MAT)
LIVE STAKE (WILLOWS OR SPECIES
APPROVED BY LCNR/NCDEQ) FOR
FIRST 24" ABOVE NORMAL WATER
SURFACE ELEVATION -
PRELIMINARY
NOT FOR
CONSTRUCTION
WATER SURFACE ELEVATION
12"±
UjUith
24"±
1. LIVE STAKE SHALL BE APPROXIMATELY 24" IN
LENGTH
2. LIVE STAKES SHALL BE 0.5"-1.5" IN DIAMETER AT
THE TIME OF PLANTING
3. LIVE STAKES SHALL BE BLACK WILLOW OR
SPECIES SPECIFIED BY LCNR/NCDEQ OR
CONSULTANT
4. SPECIES SHALL BE DORMANT AT THE TIME OF
ACQUISITION AND PLANTING AND LOCALLY
GROWN/HARVESTED
5. LIVE STAKES SHALL BE SPACED 3' O.C.
6. LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18"
IN DEPTH WITH NO MORE THAN 4"-6" OF STAKE
EXPOSED
LIVE STAKE DETAIL
EXTEND COIR FIBER NET/MAT 12"
BELOW WATER SURFACE ELEVATION
***
INSTALL SILT FENCE
REINFORCED WITH HOG
WIRE AT TOP OF BANK
(EDGE OF COIR FIBER
NET/MAT
LARGE ROCK (SHOT OR IMPORT)
MAY BE USED TO REFORM STREAM
BANK (STACKED). 18" OF SOIL SHALL
COVER STREAM SIDE FACE OF ROCK
STACK. (USE OF ROCK TO ANCHOR
BANK IS OPTIONAL)
13
8
N
PROJECT NUMBER: 1021.400
DATE: 10/11/2021
SCALE: AS NOTED
DRAWN BY/CHK BY: AMP/DEB
POPE TRACT SUBDIVISION
STREAM BANK STABILIZATION DETAIL
MOORESVILLE, NORTH CAROLINA
LANDSOUTH OF MB, LLC