20171527 Ver 1_Attachment B_ IMPACT MAPS_20190730

400
405
410
415
420
425
430
435
440
445
450
455
460
465
400
405
410
415
420
425
430
435
440
445
450
455
460
465
429.8427.9426.1422.5420.4419.1417.1415.5414.2440.02451.95454.50453.68444.24431.959+80 10+00 11+00 12+00 13+00 13+75
ROAD CROSSING - CULVERT 1
STA 9+80.00 - 13+75.00IN1STA 10+00.00TOP 431.75INV OUT 427.87 (IN1-MH1)MH1STA 10+98.28TOP 451.54INV IN 424.52 (IN1-MH1)INV IN 441.00 (1 (30) (3))INV OUT 423.02 (MH1-OUT1)OUT1STA 13+34.53TOP 417.50INV IN 412.00 (MH1-OUT1)IN1STA 10+00.00TOP 431.75INV OUT 427.87 (IN1-MH1)MH1STA 10+98.28TOP 451.54INV IN 424.52 (IN1-MH1)INV IN 441.00 (1 (30) (3))INV OUT 423.02 (MH1-OUT1)IN1-MH1
98.28' OF
42" RCP
@ 3.41%
MH1-O
U
T
1
236.25'

O
F
60" RC
P
@ 4.66
%LODLODRIGHT OF WAY (TYP.)
PROPOSED ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
TEMPORARY
COFFER DAM425430
430425425420420435435430445440435435D445 450455420425430435
440
430435440445D9+8010+0010+5011+0011+5012+0012+5013+0013+5013+54.539+80 10+0010+23.50
LODLODLODLODLOD400
405
410
415
420
425
430
435
400
405
410
415
420
425
430
435
417.3414.0420.0420.47425.98432.469+80 10+0010+23.50
PROPOSED GRADE
EXISTING GRADE
INV 412.00
60 inch RCP
OUTLET CROSS SECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
1 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10NAD 83PLAN - CULVERT 1
INLET 1
OUTLET 1
MANHOLE 1
SCALE 1"=50'
100'50'0
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 42 FT
PERM.
STREAM 350 FT
OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
400
405
410
415
420
425
430
435
440
445
400
405
410
415
420
425
430
435
440
445
415.8414.9418.1417.51417.129+80 10+0010+23.50
INV 413.51
18 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION
400
405
410
415
420
425
430
435
440
445
450
455
460
465
400
405
410
415
420
425
430
435
440
445
450
455
460
465
438.4438.8440.4438.1429.5414.0454.12450.66453.58448.67432.00415.339+80 10+00 11+00 12+00 12+25
ROAD CROSSING - CULVERT 2
STA 9+80.00 - 12+50.00 OUT2STA 12+01.35TOP 415.21INV IN 413.51 (IN2-OUT2)IN2STA 10+00.00TOP 450.66INV OUT 439.37 (IN2-OUT2)IN
2
-
O
U
T
2
20
1
.
3
5
'

O
F
18
"

R
C
P
@

1
2
.
8
5
%LODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
4
5
0
445
4
5
5
4154154204204254254304304304354354354404404404454454454504554504559+80 10+00
10+50
11+00
11+50
12+0012+21.359+8010+0010+23.50LODLODLODLODLODLODJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
2 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
PLAN - CULVERT 2
INLET 2
OUTLET 2
SCALE 1"=50'
100'50'0 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 20 FT
PERM.
STREAM
*EXTENSION OF SITE
IMPACTS REFER TO
APPENDIX D WATERS OF
THE US IMPACT MAPS
390
395
400
405
410
415
420
425
390
395
400
405
410
415
420
425
407.1404.3408.2412.12408.549+80 10+0010+23.50
INV 403.42
36 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION445
45044545545546546040
5
40
5
41
0
41
0
41
5
41
5
42
0
42
0
42
5
43
0
4
3
5
4
4
0
4
4
5
4
5
0
4
5
5
4
5
5
4
6
0
4
6
0
455
9+8010+0010+5011+0011+5012+0012+5013+0013+43.909+80 10+0010+23.50
LOD
LODLOD395
400
405
410
415
420
425
430
435
440
445
450
455
460
465
395
400
405
410
415
420
425
430
435
440
445
450
455
460
465
447.5445.8441.8438.7435.5425.5412.2407.3451.00455.53454.16447.77448.07441.64427.80413.769+80 10+00 11+00 12+00 13+00 14+00
ROAD CROSSING - CULVERT 3
STA 9+80.00 - 14+00.00IN3STA 10+00.00TOP 455.54INV OUT 445.75 (IN3-OUT3)OUT3STA 13+23.90TOP 408.92INV IN 403.42 (IN3-OUT3)IN
3
-
O
U
T
3
32
3
.
8
9
'

O
F
60
"

R
C
P
@

1
3
.
0
7
%LODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
3 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
PLAN - CULVERT 3
SCALE 1"=50'
100'50'0
INLET 3
OUTLET 3 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 38 FT
PERM.
STREAM
*EXTENSION OF SITE
IMPACTS REFER TO
APPENDIX D
WATERS OF THE US
IMPACT MAPS
420
425
430
435
440
445
450
420
425
430
435
440
445
450
435.4434.1440.4437.279+80 10+0010+23.50
INV 433.24
24 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION4504504454
5
5 455480
4
7
0
470
4
6
5
460460485
4404504554604554454504554559+8010+0010+5011+0011+5011+74.85
9+80
10+0
0
10+2
3.
5
0
LOD
LODLOD
LOD420
425
430
435
440
445
450
455
460
465
420
425
430
435
440
445
450
455
460
465
463.3460.9448.6437.7433.8456.76453.86457.07453.36437.559+80 10+00 11+00 11+75
ROAD CROSSING - CULVERT 4
STA 9+80.00 - 11+75.00 OUT4STA 11+54.85TOP 435.49INV IN 433.24 (IN4-OUT4)IN4STA 10+00.00TOP 453.86INV OUT 448.00 (IN4-OUT4)IN4
-
O
U
T
4
15
4
.
8
4
'

O
F
24"

R
C
P
@
9
.
5
3
%LODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
4 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
PLAN - CULVERT 4
INLET 4
OUTLET 4
SCALE 1"=50'
100'50'0 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 18 FT
PERM.
STREAM
*EXTENSION OF SITE
IMPACTS REFER TO
APPENDIX D WATERS OF
THE US IMPACT MAPS
445
450
455
460
465
470
475
480
485
490
495
445
450
455
460
465
470
475
480
485
490
495
490.6487.5479.1472.7465.6459.6467.64467.26469.06467.899+80 10+00 11+00 12+00 12+25
ROAD CROSSING - CULVERT 5
STA 9+80.00 - 12+25.00IN5STA 10+00.00TOP 467.26INV OUT 464.11 (IN5-OUT5)OUT5STA 11+88.76TOP 462.16INV IN 460.73 (IN5-OUT5)IN5-OUT5
188.95' OF
15" RCP
@ 1.79%LODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING
GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
OUTLET CROSS SECTION
450450
455455
4
8
0
480480
48
0480
475
475
475
470470
470
465465460
460
460
490
485
485
485
4
9
5
X
470471472465
470475480 470
475
465 470
9+8010+0010+50 11+00 11+50
12
+
0
0
12
+
0
8
.
7
49+8010+0010+23.50LOD
LOD
LOD
LOD
450
455
460
465
470
450
455
460
465
470
467.3461.6464.19+80 10+0010+23.50
INV 460.73
15 inch RCP
EXISTING GRADE
OUTLET CROSS SECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
5 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
NAD 83SCALE 1"=50'
100'50'0
PLAN - CULVERT 5
OUTLET 5
INLET 5
OUTLET
CROSS
SECTIONROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 0 FT
PERM.
STREAM 0 FT
4804804
8
0
475
475
470 47046546049049049
0
4854855
0
0
495495470470470
475475
4754
7
0 475475475 9+809+8010+0010+5011+0011+5011+90.89
9+80
10+0
0
10+2
3.
5
0
LOD
LOD
LOD
LOD
450
455
460
465
470
475
480
485
450
455
460
465
470
475
480
485
481.4479.3474.5470.0466.0466.00471.45473.82474.27473.889+80 10+00 11+00 12+00
ROAD CROSSING - CULVERT 6
STA 9+80.00 - 12+50.00IN6STA 10+00.00TOP 471.45INV OUT 466.00 (IN6-OUT6)OUT6STA 11+70.89TOP 469.09INV IN 463.59 (IN6-OUT6)IN6-OUT6
170.89' OF
60" RCP
@ 1.41%
RIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)LOD450
455
460
465
470
475
450
455
460
465
470
475
467.3464.8467.8469.31471.369+80 10+0010+23.50
INV 463.59
36 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION
6 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
PLAN - CULVERT 6
INLET 6
OUTLET 6
SCALE 1"=50'
100'50'0 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 0 FT
PERM.
STREAM 0 FT
430
430
4
3
0 430430
42
5
445
445
44
5
440
440
4
3
5 435435450 450450
4
5
5
455
4
7
0
465
4
6
0
460
445452447450430435440
4459+8010+0010+5011+0011+5012+0012+22.66
9+8010+0010+23.50LODLODLODLOD LODLOD410
415
420
425
430
435
440
445
450
455
460
410
415
420
425
430
435
440
445
450
455
460
432.9431.2432.9432.3428.4424.9445.00450.44454.46446.09445.00428.399+80 10+00 11+00 12+00 12+50
ROAD CROSSING - CULVERT 7
STA 9+80.00 - 12+50.00 OUT7STA 12+02.66TOP 429.86INV IN 424.36 (IN7-OUT7)IN7STA 10+00.00TOP 450.44INV OUT 441.00 (IN7-OUT7)IN7
-
O
U
T
7
202
.
6
6
'

O
F
60"
R
C
P
@ 8
.
2
1
%
RIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)LOD410
415
420
425
430
435
440
445
410
415
420
425
430
435
440
445
427.0424.3427.7428.60429.00429.349+80 10+0010+23.50
INV 424.36
36 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION
7 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
PLAN - CULVERT 7
OUTLET 7
INLET 7
SCALE 1"=50'
100'50'0NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 18 FT
PERM.
STREAM
*EXTENSION OF SITE
IMPACTS REFER TO
APPENDIX D
WATERS OF THE US
IMPACT MAPS
430430425435445440440435435450455470470465465460455
450
45
5
425
430
435
440 9+8010+0010+5011+0011+5012+0012+5012+82.529+8010+00
10+23.50
LODLODLOD410
415
420
425
430
435
440
445
450
455
460
465
470
475
410
415
420
425
430
435
440
445
450
455
460
465
470
475
473.7473.1468.8463.7452.3439.7425.6445.00450.46455.12451.77452.32443.02428.069+80 10+00 11+00 12+00 13+00
ROAD CROSSING - CULVERT 8
STA 9+80.00 - 13+00.00 OUT8STA 12+62.52TOP 427.56INV IN 424.23 (IN8-OUT8)IN8STA 10+00.00TOP 450.46INV OUT 445.00 (IN8-OUT8)IN8-
O
U
T
8
262.
5
2
'

O
F
60"
R
C
P
@ 7
.
9
1
%LODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
410
415
420
425
430
435
440
445
450
410
415
420
425
430
435
440
445
450
425.7423.8425.19+80 10+0010+23.50
INV 424.23
36 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION
8 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
PLAN - CULVERT 8
OUTLET 8
INLET 8
SCALE 1"=50'
100'50'0 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 20 FT
PERM.
STREAM
*EXTENSION OF SITE
IMPACTS REFER TO
APPENDIX D
WATERS OF THE US
IMPACT MAPS
445
450450 455
4
5
5
475470
465 465460
4
6
0
465
4
6
3
464
466
467
4684694504554604654554604654659+
8
0
10
+
0
0
10
+
5
0
11
+
0
0
11
+
5
0
11
+
5
8
.
2
7
9+8010+0010+23.50LODLODLODLODLODLODLOD
LODLOD435
440
445
450
455
460
465
470
435
440
445
450
455
460
465
470
456.3454.0453.3451.6446.2454.43467.17459.729+80 10+00 11+00 11+75
ROAD CROSSING - CULVERT 9
STA 9+80.00 - 11+75.00 OUT9STA 11+38.27TOP 448.69INV IN 446.44 (IN9-OUT9)IN9STA 10+00.00TOP 456.68INV OUT 454.43 (IN9-OUT9)IN9-
O
U
T
9
138.2
7
'

O
F
24" R
C
P
@ 5.
7
8
%LODLODRIGHT OF WAY (TYP.)
PROPOSED
ROAD
CENTERLINE
PROPOSED GRADE
OUTLET
STABILIZATION
(REFER TO
CALCULATIONS)
TEMPORARY
COFFER DAM
EXISTING GRADE
435
440
445
450
455
460
435
440
445
450
455
460
449.7447.4447.5449.19450.219+80 10+0010+23.50
INV 446.44
24 inch RCP
PROPOSED GRADE
EXISTING GRADE
OUTLET CROSS SECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE7-30-19
PERSON COUNTY MEGASITEPERSON COUNTY - NC39329
AS SHOWN
W. ALTMAN
B. HALL
WINGENBACH
9 PLAN, PROFILE AND OUTLET CONDITION IMPACT MAPSPROFILE SCALE
0
0
50
10
PLAN - CULVERT 9
OUTLET 9
INLET 9
SCALE 1"=50'
100'50'0 NAD 83OUTLET
CROSS
SECTION
ROAD
CROSSING
PROFILE
PROPOSED IMPACT
SUMMARY
IMPACT PROPOSED AMOUNT
TEMP.
STREAM 0 FT
PERM.
STREAM 61 FT