20230198 Ver 2_More Info Received_20240102

N IT
-po
'y
\\11\ /
\\`\(�ll�\I� 1111��\i1 �\ \'• o I \ 1 / l�l 1 /�� /� / r f ! (/ 1 1 S l�?( Ilfl�\r\�\ X
J/
4Jil
JI(\
`�('�_
�r J1 l \�\\tl ll\\(�I�
\L
<\ l i\\ r I ` \ <% \idl J r> I 1 I 111
tr
Tt ` \ L\\ ��\�rNyl �tl))l\ f1N\IlJll/
1�����-Si(llll l�> �`.�\
� �� �Z\ ` � � f \\� II 1►I\ f 1 `ll � �\ 1 � �`^ / .-\ � 1 \J � r� r 1/ f t \\1\11\ l
•1 oill o)f
ff—
r/ll/'�I 11�1111 //(/rll(lI
\
N`\` l♦,Y \ / C \`I l\ l\L �;�``f z ; ` � �5�� \ `Z\ e� �. �JJ�1 I �ll I)\( I1(11{J I
��k�`
\\\\\ ♦o \ \\\\��\�- j1 Illt \��� - -
Sheet List Table
Sheet Number
Sheet Title
C1.0
OVERALL IMPACTS LOCATION PLAN
C1.1
IMPACTS LOCATION PLAN (1, 2)
C1.2
IMPACTS LOCATION PLAN (4,5)
C1.3
IMPACTS LOCATION PLAN (3)
C1.4
IMPACT CROSS SECTIONS (1, 2,5)
C1.5
IMPACT CROSS SECTIONS (3,4)
C1.6
PUMP AROUND DETAIL
r�'J/j/I/1 �
r(
1�� IMPACT 2 - STREAM (331 SF)
\1\�\\\S��i IMPACT 1 - WETLAND (12,389 SF)
�t \%\\ \�>J\�\
r?Io\\i4(�\ L IMPACT 4 - STREAM (604 SF)
�'f \\ �1 IMPACT 5 - STREAM (204 SF)
ti
r / IL
J J1
CL
\
l t (► \ t\\ \\\ S \\o (, �`\ \ Icy lu , \\ \ —�\ Jl MATCHLINE C1.1
1 (� ri 1 l 1 /,, \ \\1lllll 1 I ` \.\� �° r - �I ► )
w l`/l �11i I1(1�\4`'//r '' �t \\fir i )----1������.�'/�\\\�Yd1 J�IJ�J��/>>c, 1l 1 l j titr 1111' 115 / ( 1 \J\J
\ J 1 JJ • \//\�/o\ \ \` r
MATCHLINE C1.2 , J�
� 4 e . sLO
i
r4 \ 1 \ l r \\ \ \� — h r /s lr ► ( 1 ( `• /
// 12\ ��a J l 1( l r 1
y7I( \ill`\\��)t!' 1 °/ 1J� J l{ r� f� Ail!//�
IMPACT 3 - STREAM 993 SF III 1\ 1 \ �\ \ \\ \\ F� v ~ r j1 t \ \\ 1 lf l —
_ ( ) Irrr r( \Cti2\` 1 \\\l\\��r % , 1iS/rcf/,i � � \\\ \� \ \ \ �(rrr /
(,, 1(\\\,\ - -\\\\�\ \<L\''"+�S.d
MATCHLINE C1.3 �``\\; \��,- ~ — �-�'" `<o�`\ ``°(, `(� \'�� \,` �\ ��1
E"`�� /\TO
•,�� / \ �l I ( \\\�. ` \ vi._\ �(
w �`�\\ l„\� �\\�\�1\/< /�\l \\ �l^ \) �� l 11 I/ l \ /r
~
N
y
y
r
'~ r SCALE 1"=150' °O
/rl z
NOTE: 0 150' 300'
ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING).
REFER TO PUMP AROUND DETAIL ON SHEET C1.6 PRELIMINARY- NOT RELEASED FOR CONSTRUCTION
E
0
N E
E
ED
z
~ s 3
� W N
d 0 N
Z_ W
acc �LL
ED
E7
ci
�J
I
0
1
F
0
w
a
0
0
d
O
z
O
E
f
z
0
a
U
0
0
I
a
0
DATE
0110412024
DRAWN BY
1. YOKLEY
DESIGNED BY
1. YOKLEY
CHECKED BY
R. BAKER
AS SHOWN
s�
� =w
J Q
Q Js
� z 0no
U v gj
H O Ss
z�
�zV)�e
~ Q E 2
z
ill 0
U c a�
Q
J
U Q$
LU
O s°
2
f5
O SE
o'
1
JOB NO.
41353.012 �#
SHEET NO. y
c1.0 €

H
L
Q
a
X
x
N;
v:
M,
a
/
u
L
JE
LL
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
I
\
IMPACTS LEGEND '
W W W W R• W W W�W W W W W AW W W W W W W W W W W W W W W W W W W W W W W
� W W Wn �✓ W W W W W W W W �Y V�-b W W W W W W W W W W W W W W W W W W W I
I
'
� I
E
E
�g3?' WWWWWWWWJ,WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW I
, \ / —
o
`
WWW..W.
/
E
E
r J WWWWWWWWWWWWWWW �YWWWWWWWWWW W.Q.W.. W.W.. W.W.W.W.W.. W,yW,yW,yW,yW,yW,yW,yW,yW,yW,yW,yW y \
ED z
STREAM --\/
/WWWWWWWWWW W�
��
WWWWWWWWWW WWW W W EXISTING WETLANDS
/ W W W W W �W W W W W W W W W W W •r �- •r .v •r v •a- •r �- .v W� W W W W W W W W W� I
�
rr
� w— a
PERMANENT
W W W W W W W W W W W W W
STREAM IMPACT ,
!!11
/
�V/ WWWWWWW WWWWWWWWWW �3o WWWWWWWW��W�WWW W\WWWWWW��VV�W3 W9 WWWWWWWWWWWWWWWWWWWWW W� WWWWW —__
LOD
Z W ��
PERMANENT LIMITS OF
W W x W W W W AW WIW W W W W W W W W W W W W W W W W W
\
3��X
WETLAND IMPACT DISTURBANCE (TYP.)
%�lW�WWWWWWWWWWWWWWWWyf�W� W WWWWWWWWWWWWWWWWWWWWW WWWWW W W W W W W _—� r
\
Q ��
W W W W W W W W W W W W W W W W
ED E-
i
N
LOD
w
LQ
W W it W W W W W W W W W W W W W W W
IMPACT 1 WETLAND SF)
- (12,389
W W W Wui
FES 101
__— W
W W W W
I W W W W W W W W W<^ W W W W W W
0
1 W
W W
0
-- 3p
3 �
co/
a
F
\ W
W W W W W W W \ c+�
I M /
0
0
lj�O
1
I
DATE
W W
W W W W W W W W W
o}
01/04/2024
DRAWN BY
cC>7 `
/
1. YOKLEY
/ /
DESIGNED BY
,� / / / W W
W Wf%� W W W W W _ W W W — / /\ /
/
••
1. YOKLEY
/ W W W
W W W W W W W W W Ve. RW W �V W W •� W W W W
/
•
CHECKED BY
\
% ' / /
• (•
SCALE
@ 5.09% / _ — / _ J I
I n / / r W W WWWWW W W O WWWWW W W W W Wei %/ /
__�
•
ASSHOWN
/-��- W--
I/•�—
\ �� _ 1 / / W W W W
W W W W W W W W � / / /_
�•
_
_ W W W W W W �'...�✓.
W W W W W W x. W--ti• 333 1
�
W
W W W W
W W W / /
CL
/
330
330
/ .
0
W
W
/ L D
Lo
Q
`32T,yW
// Q
LCdD
— — — — — —
�/ /
J
W 325
/ / I L I 4�
I
Z
Z
W W W W W
W
/ \
I / �O /
�/'�
y/
Q
I I \
323
vO
/ W W WWWWW WWWWW
/ I I I \ \
/ WW
LO D
I /
W O
'
z�
0
/ W W W
IMPACT 2 - STREAM (331 SF) \ \ // / \ /
°
W W
/'�/
W •Y W W W W W W\W W W FES 1OO /\ � � —
—
�
�+ Z
U
)VWWWW 10+00 W WW
•
J /
�
/ ' W.YWYW.YWW
W _ — _ — _
PROPERTY LINE (TYP.)
r / / / r � / / �
— J
w
(n
28'LX1 VWX26"D DISSIPATION PAD
/
SCALE 1 "=20'
°°
Z
Da ND.
NOTE:
I \ I 0 20'
40'
4i353.012
ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING).
^ \
SHEET NO.
I \
REFER TO PUMP AROUND DETAIL ON SHEET C1.6
\ \ I > PRELIMINARY- NOT RELEASED FOR CONSTRUCTION
c1.1

a
a
I
x
I
C
N;
tr:
M,
a
r
LL
o
IMPACTS LEGEND
C,E
STREAM
PROPERTY LINE (TYP.)
ED
PERMANENT
STREAM IMPACT
I\ 1\ C
PERMANENT \ I 1 `� / / ► r iir
r `' �/ �\ \ 1 I I \ \ \
o LL
z
WETLAND IMPACT \ \ / / , c o \ \
LIMITS OF
DISTURBANCE (TYP.)LOD
U
o�
LOD
~
z
I \ MODIFIED NCDOT HEADWALL I I LO \
, y� / \ \ \ \
w
\ \
1 I
p0 ,
FES200 / I
\
\\
>\
316
ui
If \\ �� \ \ M doh
I I 1 \ i
�= ��
0
\
310
312 / \ \
// a
315 �\ 317
\ \
313
_--
/
32 I \ \ \
\
315
J/10
I / -
o L__ —
— \
C)
DATE
0110412024
315
31 8
\ \
o — / _
I \� /
DRAWN BY
1
1 —
318 _\ \ \
\ `\ �
DESIGNED BY
I _ _ —
\ 1
\ \
\ I
i
\ < _ _� —
\ 83.80 LF 48" RCP �\--- �� \ \
••
J. YOKLEY
CHECKED BY
R. BAKER
\ 1
\
_
306 (
\ @ 3.97% r \ �%n \ \ , n
17
•
•
SCALE
g55HOWN
IMPACT 4 - STREAM (604 SF) 318 I 1 -- - IMPACT 5 - STREAM (204 SF) 11 �\ \I \
j
79.67 LF DUAL 48" RCP CULVERTS_
-
I I
1 31\
\ 1�_\\
@ 1.43 /0 1 \\
I I
1 I , \ I _
•
1317
M 315
\
�
I I
312
�
\ M 315
\ 1 l
I
I I
10 I \ \ v
\ 3 \
z
z
I
— - \ I
317 I
/
\ \
Ln \ �, \\ \ \ \ D
(nIQ
<a
I I� II
1
co 110 ,> 1 \ \ I \ v fir,
o
o
cA
Lp
a
322
W0DWMODIFIED
�I \
NCDOT HEA ALL
\
~ZZ
w—jo<
\ \ ' I
` r II I I I I ►
r/ 1 ' \
J
325 1 1 I I
J I I )\ L D
�I
'// I \
Q
v
LOD l I 1'
o
LIMITS OF DISTURBANCE (TYP.)
U
a
I / I
o � I I
PROPERTY LINE (TYP.)
O
j
\ / 1 \ `� '\
�I
I
, o I I 1 1 1 c, l 1 ,
I I I I I I
40'LX36"D DISSIPATION PAD
M
M I I I I I I I I I
\\ \\ co
ICI I I I
\ � SCALE 1 "=20' co
IM
IMII I INOR
\
\
DB ND.
4i353.012
\ \ z
NOTE: I 1 I I I I I \ \ \ \ 0 20' 40'
I 1 t,
ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING). 1
1 \\
\ \
\
SBEET No.
REFER TO PUMP AROUND DETAIL ON SHEET C1.6 1
\ \ \\ `
` PRELIMINARY- NOT RELEASED FOR CONSTRUCTION
C1.2

'ti\\ -'"�
\
IMPACTS LEGEND"'
��
_ / \
i
STREAM300
�� /
PERMANENT
i �' ,�ti / /
�� `L. / /V
STREAM IMPACT
PERMANENT
WETLAND IMPACT
\ \ - I J
► \ a
1 �\/ \ �\
\ 0 \
w
►�'''/ NCDOT HEADWALL
i/ MODIFIED
/'
po71
58.10 LF TRIPLE 60" RCP CULVERTS
IMPACT 3 - STREAM (993 SF) /00 / \ ` \
\
DATE
0110412024
,300^ \
LIMITS OF DISTURBANCE (TYP.) \ `-79 \
1 \ I
1
\ \ ` , \ \ \ \ QOQ \
\
DRAWN BY�QJ`
J. YOKLEY
DESIGNED BY
DESIGNED
J. YOKLEY
_ , ► ► M , ►
_ I I \ \ I I , I
\ t J I I /
/ / \ O I ' I
\ \ ' \ / \ // \ \ \ \
I Ps
I iV \ \ / / \ ^O)� \ \ \ \ \
I \ ` \ \ ' (' \ \ / \ \
,XCN
\ \ \ \ •env \
I ' `
oO \ cJV `
••
•
•
•
CHECKED BY
R. BAKER
SCALE
AS SHOWN
`
\
\\ / \ \ \
11*7 \ \ \ \
•
•
M`
I a -1 \IL
r _
\ 8,�
MODIFIED NCDOT HEADWALL
u
z
H
`0>\ . — — — — 307— — — 1
\ \
\ \ \ \
�2 \
\ ��c5` \ \ \ ` ` \
�
��U
W o
0
`
v
�A0X
50'LX36"D DISSIPATION PAD
U
_3/0 370�
` \ \ ` f^
\\
' PROPERTY LINE
O
O
,' \ \ \
\ \ �oo (TYP.)
�
\ M��\
/
\
LIMITS OF
`Y'
DISTURBANCE (TYP.)
00
\
\ 1 \
\ \ \ N SCALE 1 =20
i
\\ // \ 0 �}
\ M \ \ \ /
\ \\ \ \ Q
\ \ N N \NOR/
\ •� c9\ \ Z
roe No.
41353.012
\ 1. I L � \ \
�
NOTE: 0 20' 40'
ALL CULVERTS TO BE INSTALLED IN THE DRY DEWATERING . `\
) I
\ \ \ \
SHEE NO.
REFER TO PUMP AROUND DETAIL ON SHEET C1.6 // \�
\ \
\ ` \ ` \ \ \ PRELIMINARY- NOT RELEASED FOR CONSTRUCTION
C1.3

340
335
nl 330
0
0 325
2
"I EXIS
I GRO
x1
w
E; 320
Lo
10
It
w
315
M,
STREAM IMPACT 2 START
STREAM IMPACT 2 END
WETLAND IMPACT 1 START
,
FINE
FINE
UEFA�
1111�
■
-
■NNI
NEW
it
151111111INw
■-
■-
■�
ter=
■--�'
10011
mg,
jig
1
21111111111111
SUNK
OGIC
fi • i •
�1�
I1Ii
Eli
M�m�m
1111111
WETLAND IMPACT 1 END
340
335
I — EXISTING
GROUND
330
--- CULVERT TO BE COUNTERSUNK
6" TO ALLOW FOR HYDROLOGIC
325 CONNECTIVITY AND AQUATIC
LIFE MOVEMENT.
320
315
0 40
PROFILE SCALE
STREAM IMPACT 5 START
320
315
310
305
300
295
c
FINE
loss
MEaI
WINE
■
111
l-119
111111111I�%�
Al
®m!//
II
,A
i*=l
" AIF'
II
/
s-.
--,
—
_,-.mAM
mmv/_
�—■-
�ml�
TO i r
•
• • ' I11ROLOGIC-
•
AQUATIC LIFE MOVEMENT—.
• •
_■-
INS
• •
ME
�"—•
• • �5CULVERT
• TO
I�ff......
�1
If 1 1
1 11�
• `
12,11��
i=O
-_RIP
STREAM IMPACT5 END
320
ui
0
315
0
0
w
a
0
a
0
DATE
0110412024
DRAWN BY
1. YOKLEY
310
DESIGNED BV
EXISTING
••
1. YOKLEY
CHECKED BY
R. BAKER
GROUND
•
•
CULVERT TO BE
•
SCALE
COUNTERSUNK 6" TO
•
ASSHOWN
ALLOW FOR
•
•
HYDROLOGIC
•
305 CONNECTIVITY AND
AQUATIC LIFE
CL
MOVEMENT.
$
�F
J
Ln
'€€
O
a
300
r;
4
~zcn Lf) J
_
V , O
V
O
$'
D
Uz�
ao
�zw_e
z
E
I„ I„ I 70
�
0
e
295 0
�
-
0 40
J
U'€
PROFILE SCALE
U
U
F$
Q
o:6
O
2
f5
y 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+50
«E
L ur
0 IMPACT 1, 2 PROFILE IMPACT 5 PROFILE
JOB No
u�
4i353.0i2 '-SHEE7 NO.
a�
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION C1 4 €

E
0
c
N E
STREAM IMPACT
3 START
STREAM IMPACT 3 END
E
z�
310
310
t 3
a v
d LL N
d O ti
FINISHED
STREAM IMPACT 4 START
STREAM IMPACT 4 END
GRADE
o LL
z
-�
u
FINISHED
GRADE
ci
320
320
305
305
l
ui
0
315
315
300
300
0
0
a
0
o
DATE
0110412024
DRAWN BY
J. YOKLEY
DESIGNED BV
]. YOKLEY
•
•
CHECKED BY
R. BAKER
310
310 295
295
•
: •
SCALE
RCP,
TRIPLE 60"
RCP CULVERTS--,,,,,,:
ASSHOWN
EXISTING
EXISTING
EXISTING
IOU
GROUND
GROUND
GROUND
EXISTING
\
GROUND
305
305
290
290
FINISHED—,,,,,,,-
D
<
GRADE
O
a
_
r
M
CULVERT TO BE
z
COUNTERSUNK 6" TO
o
z
300
DUAL 48
RCP
300 ALLOW FOR HYDROLOGIC
285
285
u
O
CULVER
S
CONNECTIVITY AND
w
AQUATIC LIFE MOVEMENT.
CULVERT TO BE
z °
cn
COUNTERSUNK 6" TO
>
OC
cn
0
ALLOW FOR HYDROLOGIC
D
RIP RAP DISSIPATION
PAD
RIP RAP DISSIPA ION PAD
CONNECTIVITY AND
w
v
AQUATIC LIFE MOVEMENT.
Q
Q295
295 4
280
280 4
U
a
O
<F
O Lo c0
M O
O M N
M
O
O O O O
co
O
O
o0
�0 O
O O DO
O O O
o0
00
O
M
M M
M
M
N
N N
N N N
N
0-1
0
10+00
10+50 11+00
11+50 0 40
10+00
10+50
11+00
11+50 0 40
PROFILE SCALE
PROFILE SCALE
IMPACT 4 PROFILE
IMPACT
3 PROFILE
DB NO.
4i353.0i2
SHEET NO.
Ci.s
PRELIMINARY- NOT RELEASED FOR CONSTRUCTION

E
0
c
N E
U E
i z
~ s 3
v 3
�►WVi rrry
d
0 N
= ti
Z - "
W � O
J X
a C m LL
K
Z
U
H C
-
K
U
F �
a
in m
z
p
APPROVED SEDIMENT FILTERING
H
j
DEVICE (SEDIMENT FILTER BAG).
PROVIDE POSITIVE DRAINAGE FROM
,i
SEDIMENT FILTER BAG TO STREAM. STREAM DIVERSION PUMP PUMP ZONE
0
10
DISCHARGE HOSES
iD
P
0
0
DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE ACTIVE WORK ZONE
~
o
STABLE RIPRAP PAD P 250' MAX
w
TO PREVENT SCOUR HOLE i , EAMBANK DISCHARGE WITH STAE LE OUTLET ROCK SILT SCREEN
a
o
gTR SUMP HOLE
(NOTE 3) OR ON BEDR CK OR POOL
s
DATE
Off-
o
01/04/2024
SUMP -HOLE FOR POOL
FLOW SEDIMENT INTAKE HOSE �pM
DIKE SCR
DanwN By
CLEAN (12" TO 18" DEEP, 2-FT DIA.)
�`-
J. YOKLEY
WATER DIKE \
DESIGNED By
]. YOKLEY
Sp
R
�� P4OW
CHECKED By
R. --
WORK AREA LENGTH NOT TO EXCEED
I
••
_
1
•
SCALE
THAT WHICH CAN BE COMPLETED IN ONE DAY INTAKE HOSE
/
•
AS SHOWN
III
•
DISCHARGE
HOSE DEWATERING
FLOW
•
SEDIMENT PUMP
AS NEEDE
TEMPORARY PUMP AROUND SEQUENCE SPECIAL STILLING BASIN DIVERSION PUMP
RAW PUMP
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. WITH ROCK PAD BASE FLOW
2. INSTALL UP -STREAM SANDBAG DAM.
3. INSTALL DOWN -STREAM SANDBAG DAM.
Q
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. NOTES:
5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. 1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY.
J
2. ROCK SILT SCREENS REQUIRED FOR PUMP
O
Q
NOTES: AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
I_q
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNELFOR
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND ENERGY DISSIPATION AND 45°
a
Q
STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT
J
VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS. THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL
BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
°
W
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG
u
0.0
p
OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE
Z
CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE
zz
SEDIMENT FILTER BAG AND THE STREAM BANK.
>
�
O
z
0'
woa
TYPICAL PUMP AROUND OPERATION
w
TEMPORARY PUMP AROUND
Q
a
U
O
O
DB
41353.012
SHEET NO.
C1.6
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

Impact 5
NC DWQ Stream Identification Form Version 4.11 PSA-33D5-1 (EPH)
Date: 01 /19/2022
Project/Site: Sanford Quarry
Latitude: 35.409488
Evaluator: M. Gilbert, S. Law
county: Lee
Longitude: _79.119535
Total Points:
Stream is at least intermittent 4 5
Stream Determination (circle one)
Other Sanford and Broadway,
2019
if 2: 19 or perennial if 2:30*
Ephemeral Intermittent Perennial
e.g. Quad Name: MLRA 136
A. Geomorphology (Subtotal = 5.5 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1 1.5
11. Second or greater order channel
JND=0 I
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 5
* NRCS, USGS, & Field -Verified
12. Presence of Baseflow
0
0
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1
1.5
17. Soil -based evidence of high water table? **
No = 0
Yes = 3
C. Biology (Subtotal = 4 ) Heavy redox concentrations and depleted soils
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =
1.5 10ther = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: No algae or organisms noted within subject area. According to the Antecedent Precipitation Tool, conditions on -site were within "Wetter
than Normal."
Sketch:

Impact 2
NC DWQ Stream Identification Form Version 4.11 PSA-33135-1
Date: 01 /19/2022
Project/Site: Sanford Quarry
Latitude: 35.409332
Evaluator: M. Gilbert, S. Law
County: Lee
Longitude: _79.1 17676
Total Points:
Stream is at least intermittent 26.5
Stream Determination circle one)
Other Sanford and Broadway,
2019
if> 19 or erennial if>_ 30*
Ephemeral Intermittent Perennial
e.g. Quad Name: MLRA 136
A. Geomorphology (Subtotal = 14 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
L 0.5
1
1.5
11. Second or greater order channel *
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 7
* NRCS, USGS, & Field -Verified
12. Presence of Baseflow
0
1
�2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1
1.5
16. Organic debris lines or piles
0
0.5
1
1 1.5
17. Soil -based evidence of high water table? **
No = 0
1 Yes = 3
C. Biology (Subtotal = 5.5 Heavy redox concentrations and depleted soils
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1 1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =
1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Some algae found on rocks throughout reach. According to the Antecedent Precipitation Tool, conditions on -site were within "Wetter than
Normal."
Sketch:

Impact 4
NC DWQ Stream Identification Form Version 4.11 PSA-41 D 1-1
Date: 04/17/2023
Project/Site: Sanford Quarry
Latitude: 35.409506
Evaluator: K. Hefner and E. Quillian
county: Lee
Longitude:-79.119962
Total Points: 3�
Stream is at least intermittent
Stream Determination (circle one
Other Sanford and Broadway,
2019
if 2: 19 or perennial if 2:30*
Ephemeral Intermittent Perennial
e.g. Quad Name: MLRA 136
A. Geomorphology (Subtotal = 14 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
r73
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel *
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 9.5
* NRCS, USGS, & Field -Verified
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
11.5
1
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table? **
No = 0
1 Yes = 3
C. Biology (Subtotal = 6.5 Heavy redox concentrations and depleted soils
18. Fibrous roots in streambed
3
1 2
1
0
19. Rooted upland plants in streambed
3
1 2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
T _057­1
1
1.5
26. Wetland plants in streambed
I
FACW = 0.75; OBL =
1.5 10ther = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: According to the Antecedent Precipitation Tool, conditions on -site were wetter than normal in the wet season.
Sketch:

Impact 3
NC DWQ Stream Identification Form Version 4.11 PSA-41 E1-1
Date:4/17/2023
Project/Site: Sanford Quarry
Latitude: 35.408491
Evaluator: K. Hefner and E. Quillian
county: Lee
Longitude:-79.122497
Total Points: �^
Stream is at least intermittent
Stream Determination (circle one
Other Sanford and Broadway,
2019
L
if 2: 19 or perennial if 2:30*
Ephemeral Intermittent Perennial
e.g. Quad Name: MLRA 136
A. Geomorphology (Subtotal = 16 )
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel *
No = 0
IYes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 9.5
* NRCS, USGS, & Field -Verified
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
11.5
1
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table? **
No = 0
1 Yes = 3
C. Biology (Subtotal = 6.5 Heavy redox concentrations and depleted soils
18. Fibrous roots in streambed
3
1 2
1
0
19. Rooted upland plants in streambed
3
1 2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
T _057­1
1
1.5
26. Wetland plants in streambed
I
FACW = 0.75; OBL =
1.5 10ther = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: According to the Antecedent Precipitation Tool, conditions on -site were wetter than normal in the wet season.
Sketch:

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC itECKTENWALD
Director
Mark Williams
Luck Stone Corporation
PO Box 29682
Richmond, VA 23242
Project: South Carter Industrial
NORTH CAROLINA
Environmental Quality
January 2, 2024
Expiration of Acceptance: 7/2/2024
County: Lee
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the applicable 404 Permit/401 Certification/Buffer Approval within this time frame,
this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once
DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit
and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid
by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Cape Fear
03030004
Warm Stream
533
Cape Fear
03030004
Riparian Wetland
0.28
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
Kelly B. Williams
In -Lieu Fee Program Coordinator
cc: Hunter Wines, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
fk; C0.R[71 IRAAEQ 217 west Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
do.t.—MEP7...a f`� 919.707.8976

Impact 5
NC DWQ Stream Identification Form Version 4.11 PSA-33D5-1 (INT)
Date: 01 /19/2022
Project/Site: Sanford Quarry
Latitude: 35.409331
Evaluator: M. Gilbert, S. Law
County: Lee
Longitude: _79.1 19770
Total Points: 2�
Stream is at least intermittent
Stream Determination circle one)
Other Sanford and Broadway,
2019
if> 19 or erennial if>_ 30*
Ephemeral Intermittent Perennial
e.g. Quad Name: MLRA 136
A. Geomorphology (Subtotal = 8.5 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
r73
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
0
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
1 0.5
1
1.5
11. Second or greater order channel
I No = 0 1
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 7.5
* NRCS, USGS, & Field -Verified
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1
1.5
17. Soil -based evidence of high water table? **
No = 0
1 Yes = 3
C. Biology (Subtotal = 4 ) Heavy redox concentrations and depleted soils
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
I
FACW = 0.75; OBL =
1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: No algae or organisms noted within subject area. According to the Antecedent Precipitation Tool, conditions on -site were within "Wetter
than Normal."
Sketch:

S
Catalina
Trace
Country Clu
I l
9
o
c
r
La ke Trace
87
Impacts Table
Wetland (sq. ft)
Stream (If)
Stream (sq. ft)
Impact ID
Impact
Impact
Impact
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
1
12,389
2
115
331
3
134
993
4
183
1
1 604
5
101
205
Tota 1
0 sq ft
12,389 sq ft
0 If
533 If
0 sq ft
2,133 sq ft
0.00 ac
0.28 ac
0.00 ac
0.05 ac
Legend
.wllw-
Project Study Limits - 141.9 Acres
i ...I
�LOD
Limits of Disturbance- 93.2 Acres
am] —
Proposed Grading
© Stream Impact
© Wetland Impact
Permanent Stream Impact
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
NO.UM W.
Permanent Wetland Impact
Palustrine Emergent (PEM) Wetland
Palustrine Forested (PFO) Wetland
Existing Topography
0
I
1
o1
0
Sheet 2
r
NNNI
0061
•• LOD
;s«�iiiiii((lll�((llll
•
_ O r
0
AIM 0 • o°c
0 Q01 , 1
`
.�•.fS•.�•.�I
.�.. ♦ II�II�II�
r ■
C
D0
r�
a
caCD
M
Oco
E
N O O
~
taN� V
i
Y 0 O
L N
.
>
0 =O
.
=
L CO �+
0
0IX
i
z
ca
■
D
c
0
a
PROJECT NAME & LOCATION
J
Q
H
Q
Z
J
Z
Z
�
Q
0(_)
a
LU
v
JO
O
DATE
10/25/2022
PROJECT NUMBER
41353.012
PROJECT NAME
SOUTH CARTER INDUSTRIAL
DESIGNED BY / DRAWN BY
M.COOLEY
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS I
MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE FEET
0 200 400
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE I SHEET NUMBER
H:1 " = 200 ' 1 of 3
Y:\804\41353.012 - South Carter Industrial Park\GI
WTI M\41353.012-PERM-WTIM.mxd

Catalina
Trace
Country Clu
r
La ke T rac e
87
Impacts Table
Wetland (sq. ft)
Stream (If)
Stream (sq. ft)
Impact ID
Impact
Impact
Impact
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
1
12,389
2
115
331
3
134
993
4
183
604
5
101
205
Tota 1
0 sq ft
12,389 sq ft
0 If
533 If
0 sq ft
2,133 sq ft
0.00 ac
0.28 ac
0.00 ac
0.05 ac
Legend
Project Study Limits - 141.9 Acres
LOD
Limits of Disturbance- 93.2 Acres
am, —
Proposed Grading
© Stream Impact
© Wetland Impact
Permanent Stream Impact
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Permanent Wetland Impact
C Palustrine Emergent (PEM) Wetland
W Palustrine Forested (PFO) Wetland
Existing Topography
owl, woo
low *tooll
,was I
0000000
s//_/ 6006000
_•'_ LOD LOD LOD LOD LOD LOD LOD LOD
© wo / � " LOD LOD
fs / / LOD LOD
� ■ / �'' LOD � LOD LOD
LOD
LOD
now, wootoommos
LOD LOD
- LOD
LOD LOD LOD LOD
LOD
Soolll
owl
- LOD
LOD - LOD
GO-\ Go, Go, Go, ao, -
\ \ p01
\ Go, — 00, 001 00,
\\ , GO' GOl �� o' GO'
\ GO,
\\ L GO,
\\ 1
Y..Y>.se°°:e ao, ao, �I r0
s O, _ Go, — Go, o
(301
GO, -
,�Go
r
Go �//ttra//owi♦ I 0
■�■■�//�// o 0
Go, —Go, ��a0� �'�a'o>°te;a °o ■/rs//�//�//�■ 0 I
GOI
(301
Go, Go,
somosom♦ r
move moss loo,"10055 owl
I
♦ I0
♦ _ o
♦ Go,
Go, — Go,
Go, — J
`% ..ri..�..�..ri/s Wool //nW/.ri..ri..
ON
woo
v",
%..mol to
..�.■wo■■
ID
SCALE FEET
0 40 80
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE I SHEET NUMBER
H:1 "=40' 2of3
C
D0
r�
a
ca
CD
M
w
O
cm"CDOV
~
5
taN'
Y i 0 O
L N
.
>
N =O O
.
z
=
L 00 —
s 3
0
U
a w
~ 3
i
z
mW
■
0
O
to
O0
a
PROJECT NAME & LOCATION
J
Q
Q
z
�
J
z
z0
w
0U
W
O
=
z
F-
0
DATE
10/25/2022
PROJECT NUMBER
41353.012
PROJECT NAME
SOUTH CARTER INDUSTRIAL
DESIGNED BY / DRAWN BY
M.CCCLEY
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
IREVISIONSS
�MM/DD/YY DESCRIPTION/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
Y:\804\41353.012 - South Carter Industrial Park\GI
WTI M\41353.012-PERM-WTIM.mxd

rJr�'rs'e D S — -
P� 2
♦♦
♦♦, ■/1
♦� ♦' Lim
Cauohn.k
Trace
Counirr
N
La ke T rac e
87
Impacts Table
Wetland (sq. ft)
Stream (If)
Stream (sq. ft)
Impact ID
Impact
Impact
Impact
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
1
12,389
2
115
331
3
134
993
4
183
604
5
101
205
Tota 1
0 sq ft
12,389 sq ft
0 If
533 If
0 sq ft
2,133 sq ft
0.ac
00
0.28 ac
0.00 ac
0.05 ac
Legend
Project Study Limits - 141.9 Acres
i.. �.1
�LOD
Limits of Disturbance- 93.2 Acres
am] —
Proposed Grading
© Stream Impact
© Wetland Impact
Permanent Stream Impact
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Permanent Wetland Impact
C Palustrine Emergent (PEM) Wetland
W Palustrine Forested (PFO) Wetland
Existing Topography
BOO
�Oo
�Oo
�Oo
eOo
O�
O�
00
O0
/oa
C
00
00
00
00
I
00
00
00
0
I
0
O
O
I
L
= Oo,
� ao,
00,
� ao, �
Go,
Oo, �
GO' I — ao, �
\ Q o OOl OOl �� oOl oO
■■
l oOl �■■■■
O ©/ look O°\
qmwa
qmmmlmmlqomk
qmmlL
o / o° ,♦
GOA
/ ♦♦
00 '♦�
�I
�I
o°
O
col
O ,
pa
I♦
j oo ♦I
o°
0
/ ♦♦
�I
O° ,
I♦
O°^ ♦•
.�, SCALE FEET
/ 0 40 80
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 "=40' 3of3
o�
o
D0
a
0
i7
M
w
O
o rcm
NNO OC.1
~
IC�
Y i O O
L N
.
>
N pC
CO
�a = 3
U
LLI
3
i
z
mom~
■
0
0
In
o
a
PROJECT NAME & LOCATION
J
Q
H
Q
Z
J
z
z0
z:)
Q
00
a
LU
v
JO
F
z
'0
V
DATE
10/25/2022
PROJECT NUMBER
41353.012
SOUTH C
PROJECT NAME
ARTER INDUSTRIAL
DESIGNED BY / DRAWN BY
M.CCCLEY
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
I REVISIONS I
I#I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
Y:\804\41353.012 - South Carter Industrial Park\GI
WTI M\41353.012-PERM-WTIM.mxd