20230595 Ver 1_More Info Received_20230802

NNN-1
�� '/ ----
---- � PROPERTY LINE
EXISTING LEONARD -�
ROAD
GRAPHIC SCALE \
0 200 400 800
1 inch = 400 ft.
PERMANENT IMPACTS
TEMPORARY IMPACTS
Desc. Type Impact
Desc. Type
Impact
Impact #1 Stream 60.39 LF, 0.006 AC
Impact #1 Stream
20 LF, 0.002 AC
Impact #2 Stream 139.67 LF, 0.013AC
Impact #2 Stream
20 LF, 0.002 AC
Impact #3 Wetland 0.464 AC
Impact #3 Wetland 0.031 AC
Total Permanent Impact: 0.483 AC
Total Temporary Impact:
40 LF, 0.035 AC
WILSON PROPERTY
R. Joe Harris & Associates, Inc.
Gaston County, North Carolina
42D
Engineering < Planning . Management
Drawn By.- JM
Date:07-19-2023
v.,
1186 Stonecrest BOWevard, Tega Cay, S.C. 29708 [phone]
Engineer.- DC
Scale: As Shown
Sheet: 1 of 12

IMPACT #1: PROPOSED PERENNIAL STREAM IMPACT
/ 61tp
/ \ STREAM IMPACT #1
TEMPORARY /
ST : 10 LF, 0.001 AC
O
STREAM IMPACT #1
PERMANENT /
60.39 LF, 0i006 AC
SEGMENTAL BLOCK
RETAINING WALL
TEMPORARY
�r10 LF, 0.001 AC
- -
\ � 4+pp J
_ Q
686
PERMANENT IMPACTS
Desc. Type Impact
Impact #1 Stream 60.39 LF,
0.006 AC
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
WILSON PROPERTY
Gaston County, North Carolina
UIUVVI/ U . U/V/ L//\CV.
Engineer: DG Scale: As Shown I Sheet: 2 of 12
TEMPORARY IMPACTS
Desc. Type Impact
Impact #1 Stream 20 LF,
0.002 AC
%
%O�..� -Associates,
i%%%� Engineering Planning Managemen)

Engineer:
IMPACT #1 CROSS SECTION VIEWS - STREAM UPSTREAM IMPACT
700
.•1
•il
8'W x 6'H Box (
670
;r
J
ulvert
WILSON PROPERTY
Gaston County, North Carolina
JM Date:07-19-2023 Rev. -
DC Scale: As Shown Sheet: 3 of 12
PROPOSED GRADE
CAST IN PLACE
HEADWALL
EXISTING GRADE
H fL SCALE:
0 o . m
I inch = 50f1.
VER. SCALE:
1 inch = UL
R. Joe Harris & Associates, Inc.
Engineering < Planning . Management
1186 Stonecrest Bo.I—d, Tega Cay, S.C. 29709 [phone]

Engineer:
IMPACT #1 CROSS SECTION VIEWS - STREAM DOWNSTREAM IMPACT
WILSON PROPERTY
Gaston County, North Carolina
JM Date:07-19-2023 Rev. -
DC Scale: As Shown Sheet: 4 of 12
p"'k.1211
%
GRADE
CAST IN PLACE
HEADWALL
:ADE
HOR. SCALE:
ao o to ao
I Inch = 20fL
VER. SCALE:
a o t a
1 inch = 2ft
R. Joe Harris & Associates, Inc.
Engineering < Planning . Management
1186 Stonecrest Boulevard, Tega Cay, S.C. 29709 [phone]

Engineer:
IMPACT #1: CULVERT PROFILE VIEW - PROPOSED STREAM IMPACT
CAST IN PLACE HI
(BY
INVERT OI
60- RM GALAHAD
NE-
DWALL
THERS)
U
0
�
W
W
U
m
PROPOSEI
CASTI
BY OT
GRADE
PLACE HEADWA
ERB)
ROP. B"
ATERLINE
V=686.8ft
PROP.1
INV=6
RCP -
7.02-
100 YR
ELEV: 688.00
00 YR
LEV: 688.61
677.43
8.W X
'H X 601
RECTAN
ULAR CU
VERT @
4O%
INVERT
EXISTING GRADE
STREAM CENTE
AT
=ELEV
0+30
0+60
WILSON PROPERTY
Gaston County, North Carolina
JM Date:07-19-2023 Rev. -
DC Scale: As Shown Sheet: 5 of 12
0+g0
1+20
HOR SCALE:
ID 0 1l1 M
I inch = 20It
VER SCALE:
x a 1 x
I inch = 2fL
R. Joe Harris & Associates, Inc.
Engineering < Planning . Management
1186 Stonecrest Boulevard, Tega Cay, S.C. 29709 [phone]

IMPACT #2: PROPOSED PERENNIAL STREAM IMPACT
TEMPORARY
10 LF, 0.001 AC
PERMANENT IMPACTS
Desc. Type Impact
Impact #2 Stream 139.67 LF,
0.013 AC
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
WILSON PROPERTY
Gaston County, North Carolina
UIUVVI/ U . U/V/ L//\CV.
Engineer: DG Scale: As Shown I Sheet: 6 of 12
TEMPORARY IMPACTS
Desc. Type Impact
Impact #2 Stream 20 LF,
0.002 AC
R. Joe Harris & Associates, Inc.
,

Engineer:
IMPACT #2 CROSS SECTION VIEWS - STREAM UPSTREAM IMPACT
750
740
725
Aall$7
WILSON PROPERTY
Gaston County, North Carolina
JM Date:07-19-2023 Rev. -
DC Scale: As Shown Sheet: 7 of 12
PROPOSED GRADE
SEGMENTAL BLOCK
RETAINING WALL
EXISTING GRADE
0+54.71
HOR SCALE:
so o na m
I inch = 50f1.
VER SCALE:
1 inch = UL
IFT""M%��% R. Joe Harris & Associates, Inc.
/%/�

Engineer:
IMPACT #2 CROSS SECTION VIEWS - STREAM DOWNSTREAM IMPACT
750
740
730
725
0+00
WILSON PROPERTY
Gaston County, North Carolina
JM Date:07-19-2023 Rev. -
DC Scale: As Shown Sheet: 8 of 12
0+55.98
ROPOSED GRADE
;EGMENTAL BLOCK
tETAINING WALL
EXISTING GRADE
HOR. SCALE:
90 0 L' 90
I Ineb = 60ft
VER. SCALE:
s s as s
1 inch = 6ft
R. Joe Harris & Associates, Inc.
Engineering < Planning . Management
1186 Stonecrest Boulevard, Tega Cay, S.C. 29709 [phone]

IMPACT #2: CULVERT PROFILE VIEW - PROPOSED STREAM IMPACT
WILSON PROPERTY
Gaston County, North Carolina
HOR SCALE:
55 0 15 >0
1 Inch = 30ft
VER SCAM,
0
1 inch = M
%/%��% R. Joe Harris & Associates, Inc.
/%/� Engineering
/�
Engineer:
DC I Scale: As Shown I Sheet: 9 of 12

IMPACT #3: PROPOSED WETLAND IMPACT
........... . i.\
. . . . . . . . . . .
. . . . . . . . . . . .
..............
..........
WETLANDS IMPACT #3'.
TEMPORARY ••••••••.
0.031 AC
CAST IN PLACE TAINI LL
GRAPHIC SCALE
0 25 50 100 / \
1 inch = 50 ft.
PERMANENT IMPACTS
Desc. Type Impact
Impact #3 Wetland 0.464 AC
TEMPORARY IMPACTS
Desc. Type Impact
Impact #3 Wetland 0.031 AC
NOTE: TEMPORARY WETLAND
IMPACT AREA WILL BE RETURNED
TO PRE -CONSTRUCTION CONTOUR
AND REPLANTED WITH WETLAND
VEGETATION
I
' DRAINAGE ZONE
PER STRUCTURAL DESIGNER
d
a
w < I
d d d
4" WEEP DRAINS PERFORATED DRAIN PIPE
PER STRUCTURAL DESIGNER PER STRUCTURAL DESIGNER
d d
WILSON PROPERTY
Gaston County, North Carolina
O
10' MIN LENGTH
RETAINING WALL WEEP DRAIN DETAIL
Llluml U . U/V/ UC/L a. U/—I-7—L ULJ 1 1\CV.
Engineer: DG Scale: As Shown I Sheet: 10 of 12
WETLANDS IMPACT #3
PERMANENT
0.464 AC
#57 WASH STONE (MIN. 12" DEPTH)
WRAPPED IN WOVEN GEOTEXTILE FABRIC
OPTIONAL PERFORATED DRAIN
PIPE (IF SPECIFIED BY STRUCTURAL
ENGINEER)
% R. Joe Harris & Associates, Inc.
Managemeni
802-1799

d • a ° 14�
d a
ad FLOW °dFLOW
20'
p
� -d, .
8'
4"- 6" WIDE CONCRETE WEIR/BAFFLE (TYP.)
BOX CULVERT TOP VIEW
so'
STREAM BED
CULVERT BURY)
FILL MATERIAL TO BE PLACED @
V DEPTH BETWEEN BAFFLES
FLOW 4"- 6" WIDE CONCRETE 1 FLOW
WEIR/BAFFLE
6'
BOX CULVERT SIDE VIEW
° I CONCRETE 4" I
a W IR/BAFFLE Ila °
s
4'
a
d
d • • • , . d°
e < d BOX CULVERT
12" 8'
STEEL RE AR PIN (TYP)
3' O.C. OR AS RECOMMENDED
BY MANUFACTURER
BOX CULVERT FRONT SECTION VIEW
'EXCAVATED STREAM BED MATERIAL TO BE USED AS FILL FOR CULVERT BURY
CULVERT CONCRETE WEIR/BAFFLE DETAIL
TYPICAL DETAIL - N.T.S.
WILSON PROPERTY R. Joe Harris & Associates, Inc.
Gaston County, North Carolina
Engineering < Planning " Management
Drawn By.- JM Date:07-19-2023 Rev. 42D 1186 Stonecrest BOWevard, Tega Cay, S.C. 29708 [phone]
Engineer: DC Scale: As Shown Sheet: 11 of 12

0
4" - 6"
�48"�
PIPE CULVERT
°• RETAINING WALL
CONCRETE
WEIR/BAFFLE
48" 0 PIPE CULVERT TOP SECTION VIEW
4811 I
CONCRETE
4"
W IRBAFFLE
2'
1211
48" PIPE CULVERT FRONT SECTION VIEW
135.49'
FLOW • • • • FLOW
4
J- 4•-S" WIDE CONCRETE WEIR/BAFFLE(TYP.)
48"
4811 0 PIPE CULVERT TOP VIEW
135.49'
STREAM BED
(I'CULVERT BURY)
FILL MATERIAL TO BE PLACED ® 1
1' DEPTH BETWEEN BAFFLES
FLOW WIDE CONCRETE FLOW
WEIRGEIRIBAFFLE
11
48 48" 0 PIPE CULVERT SIDE VIEW
*EXCAVATED STREAM BED MATERIAL TO BE USED AS FILL FOR CULVERT BURY
WILSON PROPERTY R. Joe Harris & Associates, Inc.
Gaston County, North Carolina
Engineering < Planning . Management
Drawn By.- JM Date:07-19-2023 Rev., 42D
1186 Stonecrest BOWevard, Tega Cay, S.C. 29708 [phone]
Engineer: DC Scale: As Shown Sheet: 12 of 12