20071709 Ver 1_Closeout Report_20130621

Collins Creek Stream Restoration Site
a rr
i! i j ;3
i
Nft WF.T� . U 8ITY
�Idndv S SeiBe_
EEP Project #92205
Contract # D05011
USACE Action ID #SAW- 2007 - 03528 -268
DWQ 404 #07 -1709
CLOSEOUT REPORT
Project Type: Stream Restoration
01 IW7
(0 < o

PROJECT SETTING AND BACKGROUND SUMMARY
The Collins Creek Stream Restoration Site is a full - delivery project that was developed for the North Carolina Ecosystem Enhancement Program (EEP) The
project restored and enhanced 9,099 linear feet on an Unnamed Tributary,to Collins Creek (UTCC) and other associated tributaries, and included planting a
functional Piedmont Alluvial Forest floodplam community along with Mesic Mixed Hardwood Forest to develop an effective riparian buffer
Prior to restoration, the project streams had become degraded primarily through poor grazing management and vegetation removal Historic aerial photographs
show that the land surrounding the streams has been in rangeland for at least 65 years and cattle and horses have had access to the stream up until the restoration
construction The streams had experienced bank erosion, which led to excessive sediment throughout the site Bed degradation and aggradation were also evident
throughout the different project reaches All of the reaches exhibited areas of vertical instability
Over the course of the project, following construction, supplemental planting has occurred to address poor vigor and survivability throughout the buffer,
specifically in areas of the floodplam with poor soil conditions Early repair work focused on minor bank grading, repairs to in- stream structures, remstallmg coir
matting, and repairing fence In early 2013 the following maintenance actions are planned invasive plant treatment, planting an area of easement encroachment,
two small isolated areas of bank erosion, and beaver removal Overall the site is stable and well vegetated
PROJECT GOALS AND OBJECTIVES
The goals and objectives of the restoration project are as follows
Restoration Goals ,
• Improve water quality by reducing nutrient and sediment inputs
• Create high - quality aquatic and terrestrial habitat along an interconnected forested riparian corridor
Restoration Objectives
Plant a functional Piedmont Alluvial Forest floodplam community along with Mesic Mixed Hardwood Forest to develop an effective riparian buffer
Restore stable stream reaches that can handle the hydrologic input from the surrounding drainages
Remove cattle and horses from the riparian areas through livestock eex- .lusion fencing
SUCCESS CRITERIA
Table 2. Success Criteria
Collins Creek Stream Restoration Site
Feature
Success Criteria
Stream
Minimal changes to the measured stream characteristics, demonstrating system
stability At least two bankfull events occurring in separate years over the course of
the monitoring period
Vegetation
Average of 260 stems /acre, as indicated by permanent vegetation plots after 5 years
of monitoring
C.

MITIGATION tNIT TOTALS
Stream Mitigation Units
S
Restoration
Segment/Reach
Pre — Construction
(acreage/linear feet
Mitigation
Approach
Watershed
Acreage mil
As -Built Linear
Footage/Acreage
Mitigation
Ratio
Mitigation Units
SMU
STREAM
UTCC -1
500
P2
2.51
500
1.5
334
UTCC -2
909
P2
2.62
851
1.0
851
UTCC -3
1,034
P2
2.62
898
1.0
898
T1 -1
637
P2
0.12
519
1.0
519
T1 -2
604
P2
0.18
774
1.0
774
T1 -3
1932
P2
0.49
1894
1.0
1894
T1A -1
192
P2
0.04
240
1.0
240
T1A -2
533
P2/P3
5 1
506
1.0
506
TO
1102
P2
0.24
1100
1.0
1100
T2
1879
P3
0;07
1817
1.0
1817
MITIGATION tNIT TOTALS
Stream Mitigation Units
S
Riparian Wetland
Units
Non - riparian Wetland
Units
Total Wetland
WM
Riparian
Buffer
Nutrient
Offset
8933

f
ylc
7
Y
.Y
04
� 1
I

CROSS - SECTION #1
VEG PLOT #5
CROSS - SECTION #2
VEG PLOT #6
PLOT #7
SECTION #4
#5
CROSS - SECTION #11
VEG PLOT #4
VEG PLOT #15
CROSS- SECTION #16
CROSS - SECTION #15
VEG PLOT #14
A
VEG PLOT #3
CROSS
SECTION #10
TOR /�
(Vqy
VEG PLOT #13
■
CREST GAUGE
CROSS - SECTION #9
VEG PLOT #2
CROSS - SECTION #14
VEG PLOT #1
CROSS - SECTION #8 co
CROSS - SECTION #7 O co
VEG PLOT #12 )
v
CROSS c
SECTION #6 O
VEG PLOT #11 Q
Q
CROSS - SECTION #13 !
VEG PLOT #10 '
VEG PLOT #9 1waam
CROSS - SECTION #12
a L

`
^ .
IN
Figure 3. Project Watershed
Project Reaches
N KCI
MMMMMMMMM&� Other Streams ASSOCIATES OF NC
Project Watershed (2.6 sq. miles)
K C I I inch = 2,500 feet
TECHNOLOGIES 2,500 1,250 0 2,500
ISource: USGS Topographic Quadrangle, White Cross 1981 00wRFeet MD CC#6"KCTK*I. bC.

EnS
— - ApB - Appling sandy loam, 2 - 6%
- Ch - Chewacla loam
- Cp - Congaree fine sandy loam
EnB - Enon loam, 2 - 6% slope
- EnC - Enon loam, 6 - 12% slope
- GeB - Goergeville silt loam, 2 - 6%
— GeC - Georgeville silt loam, 6 - 10% slope
— GID - Goldston slaty silt loam, 6 - 15% slope
G1F - Goldston slaty silt loam, 15 - 45% slope
- HrB - Herndon silt loam, 2 - 6% slopes
- HrC - Herndon silt loam, 6 - 10% slopes
w- Lg - Lignum silt loam, 0 - 3% slopes
® Or - Orange silt loam, 0 - 3% slopes
— TaD - Tatum silt loam, 8 - 15% slopes
Lg - TaE - Tatum silt loam, 15 - 25% slopes
W - Water
Figure 4. Project Site NRCS Soil Survey
�i Project Reaches
Project Watershed N KCI
ASSOCIATES OF NC
W E
S
K C I
1.25,200
1 inch equals 2,100 feet IM
TECHNOLOGIES 2,I00 1,050 2,100 ENVIRONMENTAL TECHNOLOGIES
Source: Soil Survey of Orange County, SCS 1977 Feet AND CONSTRUCTION. INC.

20 30 40 50 60 70
Collins Creek, UTCC -1, XS -2 Pool
- -� -------------------- ---- °'� - - - - -�
20 30 40 50 60 70 80
Station (feet)
– As -Built MY01 MY02 MY03 MY04 MY05
Collins Creek, UTCC -3, XS -3 Pool
- - -- ------- - - - - -- - --
i
20 30 40 50 60 70 80
vf-f;- -
JUb
QJ
QJ
504
0
a
502
W
500
0
10 20 30 40 50
Station (feet)
Collins Creek, UTCC -3, XS -5 Ri
507
• Bankfull — — — • Flood Prone Area
505 MY01 MY02
- -- MY04 MY 05
o� T.
503
0
0 501 — -
W
499
0 10 20 30 40
Station (feet)
Collins Creek, TM, XS -6 Riffl
529 --- •Bankfull --- •Flood Prone Area —
MYO I MY02 —
528 MY04 MY05
527
526 - -- —
525 ----- - - - - -- _ `-- - - - - -- — — — —
W 524
523
0 10 20 30 40

--------------------------- ------- -----
20 30 40 50 60 70
Station (feet)
Collins Creek, T1 -2, XS -8 Pool
— — — • Bankfull — — — • Flood Prone Area As -Built
MY02 MY03 MY04
------------- - - - - -- -- +.
As -Built MY01 MY02 MY03
MY04
MY05
------- - - -��_ - - - - - -- -------------------
20 30 40 50
Station (feet)
60
70
Collins Creek, T1 -3, XS -9 Riffle
Flood Prone Area As -Built MY01
MY03 --- - - - - --
— --- ---
- - - - �­} - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - -
20 30 40 50 60 70
J14
ti
512
0
510
ti
W
508
0
10 20 30 40
Station (feet)
512 Collins Creek, T1 -3, XS -11
• Bankfull --- •Flood Prone Area As -Built
510 \ - _ MY02 MY03 MY04
0
t508
O --------- -----------------------
R
506
w
504
0 10 20 30 40
Station (feet)
538
537
m
5 536
O
w
O
535
W
534
Collins Creek, T1A -1, XS -1:
0 10 20 30
— — — • Bankfull — — — • Flood Prone Area As -Built
MY02 MY03 MY04
------------- - - - - -- -- +.
0 10 20 30

•------------------------------------------
NZ
• — • Bankfull — — — • Flood Prone Area As -Built
— MY01 MY02 MY03
— MY04 MY05
10
20 30
Station (feet)
40
Collins Creek, T1B, XS -14 Riffle
Flood Prone Area As -Built MY01
MY03 MY04 —« --- MY05
--------------------------------- .-���� _
20 30 40 50 60
Station (feet)
519
518
517
516
a 515
514
W
513
512
0
518
10 20 30 40
Station (feet)
Collins Creek, T2, XS -16 Riff
516 -- --
- - -- - - - - --
w
X514-------------------- - - - - -- --- - - - - -•
0
W 512 -- —
— — — •Bankfull — -Flood Prone Area
MY01 MY02 —
MY04 MY05
510
0 10 20 30 40
Station (feet)

too
/ J
■
■
-------------------------------------- - --___
E� Backwater due to beaver dams at the time of survey -
2300 2500 2700 Station (ft) 2900 3100
As -Built MY -01 MY -02 MY -03 MY -04 +- MY -05 - - - - Water Surface ■ Bankfull
Longitudinal Profile
1 I&K%7 AG
■ Stations 53 +25 - 65 +00
■
-aa-
300 5500 5700 5900 6100 6300
As -Built MY -01 MY -02 MY -03 MY -04 - MY -05 - - - - Water Surface ■ Bankfull
3300

530
529
528
527
526
525
524
8350
■
•
■
8400 8450 8500 Stations (ft) 8550 8600 8650 8700
As -Built MY -01 MY -02 MY -03 MY -04 MY -05 ■ Bankfull
Longitudinal Profile
Tributary 1B W -05
Stations + - +
r ■
w
■
10650 10700 10750 10800 10850 10900
s -Built MY -01 MY -02 MY -03 MY -04 ■ Bankfull - - - - Water Surface

C
0
W
513
512
511
510
509
508
;07
506
505
_504
503
502
501
Longitudinal Profile
Tributary 2 MY -05
Stations 132 +50 - 138 +50
■
13250 13350 13450 13550 13650 13750
As -Built MY -01 MY -02 MY -03 MY -04 MY -05 ■ Bankfull
i

Table 4a. Morphology and Hydraulic Monitoring Summary
Collins Creek Stream Restoration Site
Parameter
Cross - Section 1
Riffle
Cross - Section 2
Pool
Cross - Section 3
Pool
Reach
Dimension
MYO
MYI
UTCC
MY2
1
MY3
MY4
MY5
MYO
MY1
IIJTCC-
MY2
MY3
MY4
MY5
MYO
MY1
U
MY2
CC -3
3
Y4
Y5
Bankfull Width (ft)
212
219
21 2
216
233
240
35 9
375
391
383
370
394
253
254
250
269
24 4
246
Flood rove Width (ft)
>65
>65
>65
>65
>65
>65
-
-
-
-
-
-
-
-
-
-
-
-
Bankfull Cross - Sectional Area (ft)
425
436
417
413
406
408
867
880
837
827
813
827
49 1
486
491
50 3
477
488
Bankfull Mean Depth (ft)
20
20
20
19
19
19
24
23
21
22
22
21
19
19
20
19
20
20
Bankfull Max Depth (ft)
31
31
31
30
32
33
43
43
42
43
42
41
36
36
37
36
35
34
Width/Depth Ratio
106
110
108
11 3
MI
147
-
-
-
-
-
-
-
-
-
-
-
-
Entrenchment Ratio
>3 1
>3 0
>3 0
>3 0
>3 0
>3 0
-
-
-
-
-
-
-
-
-
-
-
-
Bank Height Ratio
1 0
10
10
10
1 0
1 0
-
-
-
-
-
-
-
-
-
-
-
-
Substrate
d50 (mm)
04
1 02
1 O1
O1
1 O1
1 0
1 04
1 77
1 01
1 O1
1 01
1 O1
1 02
1 01
01
1 01
36
1 01
d84 mm
170
1 170
1 02
1 02
1 450
1 O1
1 49
1 150
1 200
1 O1
1 270
1 O1
1 160
1 110
1 160 1
02 1
210
1 01
Table 4b. Morphology and Hydraulic Monitoring Summary continued
Collins Creek Stream Restoration Site
Parameter
Cross- Section 4
Riffle
Cross - Section 5
Riffle
Cross- Section 6
Riffle
Reach
Dimension
MYO
MY
COME
MY2
MY3
MY4 MY5
MYO
MY1 JMY2
MY3
MY4
MY5
MYO
-
MY1 MY2
MY3
MY4
MY5
Bankfull Width (ft)
25 5
259
25 8
273
243
259
270
282
1 286
308
247
267
11 1
118
11 3
110
107
1 113
Flood rove Width (ft)
>76
>76
>76
>76
>76
>79
>74
>74
>74
>74
>74
>74
41
45
40
40
40
43
Bankfull Cross - Sectional Area (ft)
480
462
467
529
453
516
55 5
549
55 6
592
489
58 7
84
8 5
84
87
79
80
Bankfull Mean Depth (ft)
19
1 8
18
19
19
20
21
19
19
19
20
22
08
07
07
08
07
07
Bankfull Max Depth (ft)
28
27
27
32
28
29
33
32
33
35
29
1 34
13
14
13
14
1 2
1 2
Width/Depth Ratio
135
145
143
141
130
130
131
145
147
160
125
121
147
164
152
1391
145
160
Entrenchment Ratio
>3 0
>3 0
>3 0
>3 0
>3 0
>3 0
>2 7
>3 0
>3 0
>3 0
>3 0
>2 8
37
38
36
36
37
3 8
Bank Height Ratio
10
1 0
10
10
10
1 0
1 0
1 0
1 0
10
10
10
1 0
1 10
10
1 1 0
l 0
10
Substrate
d50 (mm)
13
1 0
1 O1
1 O1
1 32
1 O1
02
1 O1
1 0
1 O1
0
O1
1 74
1 02
190
1 180
1 210
240
d84 mm
240
1 110
1 01
1 0 1
1 450
1 01
1 10
1 92
1 0 1
1 0 1
1 180
1 0 1
1 200
1 04
1 270
1 260
1 320
330
Collins Creek Stream Restoration KCI Associates of North Carolina
2012 - MY05

Table 4c. Morphology and Hydraulic Monitoring Summary continued
Collins Creek Stream Restoration Site
Parameter
Cross - Section 7
Riffle
Cross - Section 8
Pool
Cross - Section 9
Riffle
Reach
1 -2
-3
T
-3
1 -2
T1A -1
Tl
-3
Dimension
MYO
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
N4Y33
N4Y4
MY5
Bankfull Width (ft)
117
124
117
123
112
110
131
134
144
130
121
146
208
243
201
194
191
190
Flood prone Width (ft)
42
42
45
45
41
42
-
-
-
-
-
-
>65
>65
>65
>65
>65
>68
Bankfull Cross - Sectional Area (ft Z)
115
124
126
119
104
103
109
105
117
122
93
98
200
193
171
162
163
156
Bankfull Mean Depth (ft)
10
10
1 1
10
09
1 09
08
08
08
09
08
1 07
10
08
09
08
1 09
08
Bankf it l Max Depth (ft)
15
17
19
17
15
16
1 8
17
19
17
15
1 15
19
20
17
16
17
16
Width/Depth Ratio
119
12 4
109
127
121
117
-
-
-
-
-
-
216
306
236
232
224
232
Entrenchment Ratio
36
34
3 8
36
37
3 8
-
-
-
-
-
-
>3 1
>3 0
>3 0
>3 0
>3 0
>3 6
Bank Height Ratio
I 1 0
1 0
10
1 1 0
10
10
-
-
-
-
-
-
10
10
10
10
10
10
Substrate
d50 (mm)
08
03
1 O1
O1
1 01
01
01
01
1 0
1 O1
O1
01
13
86
01
O1
20
O1
d84 mm
130
150
1 60
160
1 40
01
03
03
1 O1
1 O1
O1
01
240
210
01
73
280
O1
Table 4d. Morphology and Hydraulic Monitoring Summary continued
Collins Creek Stream Restoration Site
Parameter
Cross - Section 10
Pool
Cross - Section 11
Riffle
Cross - Section 12
Riffle
Reach
T
-3
T
-3
T1A -1
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
Bankfull Width (ft)
223
216
238
239
243
245
1 148
146
163
145
138
142
1 79
77
72
82
82
91
Flood prone Width (ft)
-
-
-
-
-
-
49
46
48
48
46
46
>40
>40
>40
>40
>40
>48 6
Bankfull Cross - Sectional Area (ft)
314
308
323
327
329
323
143
113
129
121
112
103
25
17
16
20
25
35
Bankfull Mean Depth (ft)
14
1 14
14
1 14
14
13
10
1 08
08
1 08
08
07
03
1 02
02
02
03
04
Bankfull Max Depth (ft)
29
31
30
31
31
30
14
12
12
1 1
12
10
06
05
06
07
06
09
Width/Depth Ratio
-
-
-
-
-
-
15 3
190
206
174
170
197
250
34 9
32 1
33 6
269
234
Entrenchment Ratio
-
-
-
-
-
-
33
32
30
3 3
33
33
>5 1
>5 2
>5 6
>5 6
>4 9
>5 4
Bank Height Ratio
-
-
-
-
-
-
1 0
1 0
10
10
10
10
10
1 0
1 0
10
10
1 10
Substrate
d50 (mm)
02
1 06
1 01
1 02
1 23
1 03
1 07
1 120
1 O1
1 O1
1 220
1 170
1 01
1 Ol
1 02
O1
01
1 O1
d84 mm
05
1 75
1 0
1 84
1 110
1 23
1 95
1 230
1 270
1 190
1 410
1 370
1 02
1 01
1 02
1 O1
1 02
1 02
Collins Creek Stream Restoration KCl Associates of North Carolina
2012 - MY05

Table 4e. Morphology and Hydraulic Monitoring Summary continued
Collins Creek Stream Restoration Site
Parameter
Cross - Section 13
Riffle
Cross - Section 14
Riffle
Cross - Section 15
Pool
Reach
T l
A -2
Dimension
MYO
l
A -2
MY3
'
MY5
Bankfull Width (ft)
T�2
77
72
77
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY
MY2
MY3
MY4
MY5
MYO
MY
MY2
MY3
MY4
MY5
Bankfull Width (ft)
97
97
103
94
97
91
111
110
103
111
114
114
104
113
103
108
108
106
Flood prone Width (ft)
>40
>40
>40
>40
>40
>45
43
53
44
45
45 1
485
-
-
-
-
-
-
Bankfull Cross - Sectional Area (ft)
52
63
71
59
59
5 8
84
91
95
10 1
100
105
98
120
101
104
104
98
Bankfull Mean Depth (ft)
05
06
07
06
06
06
08
08
09
09
09
09
09
11
10
10
10
09
Bankfull Maas Depth (ft)
09
12
14
13
13
14
14
15
15
1 5
1 5
17
19
2 1
20
20
20
2 0
Width/Depth Ratio
18 1
149
149
15 1
159
1 4 3
14 7
13 3
11 2
122
130
124
-
-
-
-
-
-
Entrenchment Ratio
>4 1
>4 1
>3 9
>4 0
>4 0
>4 9
3 8
4 8
43
40
40
43
-
-
-
-
-
-
Bank Height Ratio
10
1 0
10
1 10
1 10
1 10
10
10
10
10
10
10
-
-
-
-
-
-
Substrate
d50 (mm)
01
f 01
01
1 340
1 310
1 470
1 02
03
1 O1
O1
1 28
41
22
13
1 01
97
1 20 1
42
d84 mm
05
1 01
1 110
1 460
1 450
1 680
1 55
1 63
1 62
1 08
1 120
1 170
1 190
1 220
1 40
1 200
1 180 1
170
Table 4f. Morphology and Hydraulic Monitoring Summary continued
Collins Creek Stream Restoration Site
Parameter
Cross - Section 16
Riffle
Reach
Dimension
MYO
MY 1
MY2
MY3
'
MY5
Bankfull Width (ft)
74
77
72
77
8
73
Flood prone Width (ft)
14
14
13
13
4
13
Bankfull Cross - Sectional Area (ft)
52
57
49
56
4
48
Bankfull Mean Depth (ft)
07
1 07
07
1 07
07
07
Bankfull Max Depth (ft)
1 2
1 13
12
14
13
12
Width/Depth Ratio
105
104
106
106
11 3
11 1
Entrenchment Ratio
1 8
19
19
17
18
18
Bank Height Ratio
25
25
26
24
25
26
Substrate
d50 (mm)l
09
1 93
1 0 1
1 0 1
1 08
28
d84 mm
110
1 180
1 270
1 120
1 320
1 450
Collins Creek Stream Restoration KCI Associates of North Carolina
2012 - MY05

Table 5. Verification of Bankfull Events
Collins Creek Stream Restoration Site
Date of Data
Collection
Date of Occurrence
Method
10/1/08
7/5/2008
Stream Gauge
10/1/08
8/27/2008
Stream Gauge
10/1/08
9/6/2008
Stream Gauge
10/1/08
9/10/2008
Stream Gauge
10/1/08
9/16/2008
Stream Gauge
1/12/10
3/1/2009
Stream Gau e
1/12/10
3/15/2009
Stream Gauge
1/12/10
6/5/2009
Stream Gauge
1/12/10
6/10/2009
Stream Gauge
1/12/10
11/11/2009
Stream Gauge
1 /12 /10
12/2/2009
Stream Gauge
9/30/10
1/14/2010
Stream Gauge
9/30/10
1/25/2010
Stream Gauge
9/30/10
2/5/2010
Stream Gauge
9/30/10
5/18/2010
Stream Gauge
9/30/10
9/29/2010
Stream Gauge
5/25/11
5/4/2011
Stream Gauge
7/27/11
5/9/2011- 5/22/2011
Stream Gauge
12/13/12
See Photo
Collins Creek Stream Restoration KCI Associates ojNorth Carolina
2012 - MY05

Table 6. Stem counts arranged by plot.
Collins Creek Stream Restoration Site
Species
Plots
Initial
Totals
Year 5
Totals
Survival
%
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Shrubs
728
Aroma arbuti olio
1
2
3
1
3
6
1 2
MMMM
3,966
567
5,182
2
=MIMI
600
560
31
20
65%
Callicar a americans
AMIIIIIIIIIMMI
5
1,160
4
720
M
1
IN
M
IM
M
M
I1M
MIMI
600
5
5
100%
Ilex decidua
7
680
680
®
®
2
1
2
1
2
1
M
W
MIMI
405
9
9
100%
Ilex verticillata
1111111M
I
1®
560
IM
890
1
®®®M
10
1,360
840
I
®
1 647
1,214
6
4
67%
Linderabenzoin
IM11II111MM
800
800
MW���MIMMMMIM
1,416
769
1,417
12
1,120
880
880
880
890
4,654
891
3
0
0%
Symphoricarpos orbiculatas
520
400
I®
2,995
364
1
14
1
1
1
1
1
3,764
526
3,360
8
7
88%
Trees
280
Betula ni a
1
6
1
M
3
1
1
2
1
18
16
89%
Ca rya ovata
1
1
3
1
2
8
8
100%
Cornus amomum
4
3
4
1
3
3
32
18
56%
Dios ros vii iniana
2
3
6
3
2
1
3
6
8
2
3
2
39
41
105%
Fraxinus enn lvanica
1
1
2
2
100%
Ju lans ni a
3
8
2
3
3
2
2
3
42
26
62%
Platanus occidentals
2
4
M
1
2
3
4
M
1
4
22
21
95%
uercus alcata
1
3
2
1
2
4
2
15
15
100%
uercus michauxii
AIIIIIMIM
1
M
1
IM
4
Ml
IMIMM
15
6
40%
uercus pagoda
M
1
MIMI
1
1
100%
uercus phellos
1
1
2
IMIMI
2
MMMMMMMMI
6
6
100%
uercuss p
8
0
0%
Salix nigra
1
6
2
1 33%
Salixsericea
8
0
0%
Sambucus canadensis
M
26
0
0%
Total
12
1 161
141
12
16
13
17
8
14
15
19
22
9
13
7
310
207
-
Density
486
1648
1567
1486
648
526
1688
1324
1567
1607
1769
1891
1364
526
283
559
Table 7. Vegetation History: Stems /Acre Planted and Total with Volunteers
Collins Creek Stream Restoration Site
Plot Number
MY -00
Planted
MY -01
Planted
MY -02
Planted
MY -03
Planted
1
MY -04
Planted Total
MY -05
Planted Total
1
1,080
680
560
520
486
728
486
972
2
760
720
720
720
728
2,833
648
2,267
3
800
680
640
640
607
3,966
567
5,182
4
640
600
560
520
567
3,035
486
2,874
5
1,160
1,000
720
680
647
1,942
648
1,498
6
760
680
600
600
567
2,509
526
3,563
7
680
680
680
680
688
1,335
688
1,579
8
1,080
840
640
560
405
688
324
1,215
9
680
680
640
560
567
890
567
1,579
10
1,360
840
640
640
1 647
1,214
607
1,296
11
960
800
800
800
1 809
1,416
769
1,417
12
1,120
880
880
880
890
4,654
891
3,401
13
720
520
520
400
364
2,995
364
3,117
14
840
560
520
480
526
3,764
526
3,360
15
680
1 360
1 280
280
283
1 578
1 283
1 1,984
Collins Creek Stream Restoration KC! Associates of North Carolina
2012 - MY05

1.0 EEP RECOMMENDATIONS AND CONCLUSIONS
The stream assessment found the stream to be generally stable, with no significant changes from the
previous monitoring year The surveyed profiles and cross - sections reveal few significant changes
between fourth and fifth -year monitoring The fifth year of monitoring found the majority of the project to
be functioning as designed Small isolated areas of bank erosion have been noted on the Current
Condition Plan View (CCPV), but there are no systematic problems that indicate that the project streams
are becoming unstable Two beaver dams were built on UTCC in 2011 Both of these beaver dams have
been breached and were fully removed in 2012 Another large beaver dam has been constructed since the
removal of these two and will be removed in early 2013 With multiple bankfull events since
construction, the stream has met the success criterion of at least two bankfull events occurring in separate
years over the course of the monitoring period
The floodplain, stream banks, and riparian buffer have isolated areas with sparse vegetation, but overall
they are well vegetated Some scattered populations of invasive species have been identified in the
floodplam and surrounding areas These include Chinese privet (Ltgustrum sinense) and multiflora� rose
(Rosa multiflora), which were treated by cutting and spraying in spring 2013
The monitored vegetation plots within the stream buffer revealed that the planted vegetation is growing
well with an average of 559 stems /acre None of the monitoring plots had calculated planted stem
densities less than 260 stems /acre The overall vegetation assessment found the site has met the vegetative
success criteria for monitoring year 5
Overall the stream and the site's vegetation condition indicate that it is on a path to success The EEP
recommends that this site be closed out
Collins Creek Stream Restoration KCI Associates of North Carolina
2012 - MY05

Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report

Post - Construction Photos MY -05
PP #3A - MY05 - 12/14/12
PP #6B - MY05 - 12/14/12
PP #IOC - MY05 - 12/14/12
PP #3B - MY05 - 12/14/12
PP #9B - MY05 - 12/14/12
PP #12A - MY05 - 12/14/12
Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report

Appendix A
Watershed Planning Summary
The Collins Creek site is not within an EEP watershed planning area.
Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report

Appendix B
Land Ownership and Protection
The land required for the construction, management, and stewardship of this mitigation project
includes a portion of the following parcels
http //www nceep net /GIS DATA/PROPERTY /92205 CollmsSrte pdf
Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report
Site Protection
Deed Book &
Acreage
Grantor
County
Instrument
Page Number
protected
Melvin Whitfield and wife,
Conservation
Orange
4076/266
23.203
Linnie R Whitfield
Easement
Conservation
Lyndon M Whitfield and
Easement /
Orange
4076/257
0 136
wife, Karen Barrett Whitfield
Access
Gregory J Britz and wife,
Conservation
Elizabeth A Brown
Orange
Easement/ Access
4076/248
4 946
http //www nceep net /GIS DATA/PROPERTY /92205 CollmsSrte pdf
Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report

Appendix C
NCDWQ 401 /USAGE Section 404
Collins Creek Stream Restoration KCI Associates of North Carolina
Closeout Report

Ms Kristin Knight
KCI Technologies, Inc.
4601 Six Forks Road, Suite 220
Raleigh, NC 27609
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
November 13, 2007
Subject Property. Collins Creek Stream Restoration
Ut to Collins Creek [030604, 16 -30 -(0 5), C, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Ms Knight
Coleen H Sullins, Director
Division of Water Quality
DWQ Project # 07 -1709
Orange County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or othei wise impact 9,189 lineai feet of perennial stream, as described in your application dated
October 8, 2007, and received by the Division of Water Quality (DWQ) on October 10, 2007, to pei form
the pioposed stream restoration project at the site After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3626 (GC3626) The
Certifications) allows you to use Nationwide Permit(s) 27 (NW27), when issued by the US Army Cotps
of Engineers (USACE) In addition, you should obtain or otherwise comply with any other requited
fedeial, state or local permits before you go ahead with your pioject including (but not limited to) Erosion
and Sediment Control, and Non - discharge regulations Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This appi oval is for the purpose and design that you described in your application If you change your
project, you must notify us and you maybe required to send us anew application If the pi operty is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby iesponsible for
complying with all conditions If total fills for this pioject (now or in the future) exceed one acre of
wetland or 150 lineal feet of stieam, compensatory mitigation may be required as described in 15A
NCAC 2H 0506 (h) This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1 Impacts Approved
The following impacts ai e hereby approved as long as all of the othei specific and genei al
conditions of this Certification (or Isolated Wetland Permit) are met No other impacts are
approved including incidental impacts
Type of Impact
Amount Approved Units
Plan Location or Reference
Stream - perennial
9,189 (Imeai feet)
I PCN page 8 of 12
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / FAX [phone] / Internet http / /h2o enr slate nc us /newetlands
An Equal Opportunity /Affirmative Action Employer — 50% Recycled/! 0% Post Consumer Paper
WWIM
>u

KCI Technologies, Inc
Page 2 of 3
November 13, 2007
2 No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3 Erosion and sediment control practices must be in full compliance with all specifications governing
1bg_am=LAQa1=,jmtAJJ=n and Qpgralign and maintenance of such Best Mana ement Practices in
bidet a pie §04166
The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project
Sufficient materials required for stabilizatiornand/or repair of erosion control measures and
stormwater routing and treatment shall be bid site at all times
4 Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project,
5 Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing,
6 Stream Restoration Plans
You have our approval for your proposed final wetland enhancement and stream restoration plans
The enhancement and stream restoration must be constructed, maintained, and monitored
according to the plans approved by this Office. Any repairs or adjustments to the site must be
made according to the approved plans or must receive written approval from this Office to make
the repairs or adjustments
7 Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650.

KCI Technologies, Inc
Page 3 of 3
November 13, 2007
Violations of any condition herein set forth may result in revocation of this Certification and may result in
ci iminal and /or civil penalties The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in youi application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adludicatory hearing You must act within 60 days of the date that
you i eceive this letter To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N C 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing
Any disputes ovei determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision The Diiector's decision is
subject to review as provided in Articles 3 and 4 of G S 150B
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act If you have any questions, please telephone Cyndi Kai oly or Ian McMillan at 919- 733 -1786
r
Sincerely,
Coleen H Sullins
CHSl ym
Enclosures GC 3627
Certificate of Completion
cc USACE Raleigh Regulatory Field Office
Lauren Withei spoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename 071 709CoUmsCreekStreamRestoration (Orange)401

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID SAW- 2007 - 03528 -268 County. Orange USGS Quad White Cross
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent- KCI Technologies, Inc.
Address- Attention: Kristin Knight
4601 Six Forks Road, Suite 220
Raleigh, North Carolina 27609
Telephone No. 919 - 783 -9214
Size and location of property (water body, road name /number, town, etc.). 33 Acres, Located approximately 1500 feet
North of the State Highway 54, Dodson Crossroads intersection, near White Cross, in Orange County, North
Carolina.
Description of projects area and activity This authorization is for the discharge of fill material associated with the
proposed restoration /enhncement project involving 5 unnamed tributaries to Collins Creek, as described in your
application and plans received on 02 November 2007 Specifically, this verification is for the
restoration/enhancement of 2,310 linear feet of an unnamed tributary to Collins Creek; restoration of 3,173 linear
feet of tributary 1; restoration of 725 linear feet of tributary 1A• restoration of 1,102 linear feet of tributary 1B-
restoration of 1, 879 linear feet of tributary 2. The total impact authorized for the five unnamed tributaries is
9,189 linear feet. The project must be conducted in accordance with the application and drawings submitted on 02
November 2007.
This verification is for the authorization of the proposed work in jurisdictional waters of the United States; it does
not confirm or deny the credit of the successful work for the purpose of future mitigation credits
We were unable to provide a timely verification for impacts proposed in your complete preconstruction
notification application (PCN) received in our office on 02 November 2007 General Condition number 13, which
lists the notification requirements for nationwide permits states that "the prospective permittee shall not begin the
activitv unless 45 days have passed from the District Engineer's receipt of the complete notification and the
Prospective permittee has not received written notice from the District or Division Engineer." Accordingly, on 16
December 2007, the KC_I Technologies, Inc was authorized to conduct the work associated with construction of the
restoration protect.
Applicable Law ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization Regional Geneial Permit Numbei
Nationwide Permit Number 27
Youl work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work oider, a restoration order and/or appropriate legal action
This verification will remain valid until the expiration date identified below unless the nationwide authoiization is modified,
suspended or revoked If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expnation date identified below, provided it complies with all requirements of
the modified nationwide permit If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i e , aie
under construction) of are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discietionary authority has been exeicised on a case -by -case basis to modify, suspend or revoke the authorization
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N C Division of Coastal Management.
Page 1 of 3

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State of local approvals /permits
If these are any questions regaiding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at telephone number 919 - 876 -8441 extension 26
1
Corps Regulatory Official AA //�� Date January 8, 2008
Expiration Date of Venfication January 8, 2010
The Wilrmngton District is committed to providing the highest level of support to the public To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at http //regulatory usacesurvey corn/ to complete the survey
online
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area
This preliminary determination is not an appealable action under the Regulatory Progiam Administrative Appeal Process
( Reference 33 CFR Part 331)
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification
❑ The jurisdictional areas within the above described project area have been identified under a previous action Please reference
jurisdictional determnation issued Action ID
Basis of Jurisdictional Determination The 5 streams are relatively Permanent waters (RPW) and are all unnamed tributaries to
the Haw River, a traditionally navigable water (TNW), which is a tributary to the Cane Fear River, a navigable water of the
United States. The Ordinary High Water Mark (OHWM) of the unnamed tributaries were indicated by the following Physical
characteristics: clear natural line impressed on the bank, shelving, and the destruction of terrestrial vegetation
This iurisdictional determination is only for the waters Proposed for impacts associated with this Nationwide Permit and does
not include anv other waters /wetlands that may be located on the Property.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional deterrninahon If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331 Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form If you request to appeal this determination you must submit a completed RFA
form to the following address.
District Engineer, Wilmington Regulatory Division
Attn Andrew Williams, Project Manager,
Raleigh Regulatory Field Office
U S Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Page 2 of 3

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331 5, and that it has been received by the District Office within 60 days of the date of the NAP Should you
decide to submit an RFA form, it must be received at the above address by March 7, 2008
* *It is not necessary to submit an RFA formes� to the District Office if you do not object to the deterrmnatron in this correspondence **
Corps Regulatory Official Z�41&1) li✓�
Date January 8, 2008 Expiration Date January 8, 2013
Summary of Authorized Impacts and Reauired Mitivatinn
Action ID
#
NWP / GP
#
Open Water ac
Wetland ac
Unimportant Steam (1
Important Stream 1
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
SAW-2007-
03528
NWP 27
9,189
Impact Totals
Total Loss of Waters of the U S ac
Total Loss of Waters of the U S 1
Required Wetland Mrtrgatton ((ac) I I
Required Stream Mitr ation (1
Additional Remarks and /or Special Permit Conditions:
This verification is for the authorization of the proposed work in jurisdictional waters of the United States; it does
not confirm or deny the credit of the successful work for the purpose of future mitigation credits.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC, MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE
Copy Furnished.
Sue Homewood
North Carolina Department of Natural Resources
Division of Water Quality
585 Waughtown Sheet
Winston - Salem, NC 27107
Page 3 of 3

litigation Project Name
Collins Site
:EP IMS ID
92205
;fiver Basin
CAPE FEAR
;ataloging Unit
03030002
Anolied Credit Ratios_ 1'1 1 .9 1 2 5-1 5 1 . 1 3 1 2'1 5'1 1'1 3'1 2 1 5 1 1 1 3 1 2 1 5 1 1 1 3 1 i1 5 1 1 1 1 1
IMS Amount 8,599.0 500.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.0
IMS - Ledger 0.00 0.00 0.00 0.0!' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00
(Positive = increase / Negative = decrease)
Information as of 3/17/2013
'.*
N
d
a'
a' U
C-
O: L
W
a'�
a' �: j
y.:
A q
o. C
'c
C N
O d
ZO:
A
O. ip
L d
C
O U
2
A d
a U
C d
O L
Z W
O
m >q>
O. l
C M
O`
Za
q O
m_
q O
q N
d
O K
U
IC O
N N
N
A U
O
U
d
A E
'L d
N V
Ul N
N L
O W
U
: O
A
T t:
N
m i
Oa
U
d y
v a
7 C
Z Q
d y
'.0 N
m 0
4
V
fA
m
d
of
«
Z
O
Z
O
L
O-
N
o
L
a
O
Z
leginning Balance (feet and acres)
8,599.00
500.00
ICDOT Pre -EEP Debits (feet and acres): Not Applicable
:EP Debits (feet and acres):
DWQ Permits
USACE Action IDs
Impact Project Name
2003 -0918
2002 -1863
NCDOT TIP R-
2000AA / AB / AC -
Northern Wake
Expressway ( 1 -540)
8.599.00
500.00
t
temaining Balance (feet and acres)
0.00
0.00
IMS Amount 8,599.0 500.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.0
IMS - Ledger 0.00 0.00 0.00 0.0!' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00
(Positive = increase / Negative = decrease)
Information as of 3/17/2013

Collins Creek Buffer Analysis - Using Version 4.5 DRAFT Buffer Guidance and Removing Transition Areas
Difference (29) SMUs
As -built Lengths
Stationing
Mitigation Ratio
Available SMUs w/
Assumed 50 -ft
Buffer
As -built LB
Buffer Credit
As -built RB
Buffer Credit
TOTAL
Surplus/ (Deficit)
Average Buffer Width
T1
3,187
40 +00 - 73 +70
1.0
3,187
1,576
1,629
3,205
17.91
134.95
T1A
746
80 +00 - 88 +00
1.0
746
410
314
724
-22.11
126.47
T1B
1,100
100 +00 - 111 +00
1.0
1,100
469
528
997
- 103.00
131.49
T2
1,817
120 +00 - 138 +33
1.0
1,817
952
921
1,873
55.64
135.89
UTCC Enhancement 1
500
10 +00 - 15 +00
1.5
334
173
169
342
7.50
128.62
UTCC Restoration
1,749
15 +00 - 33 +49
1.0
1,749
923
841
1,764
15.29
141.54
TOTAL
9,099
8,933
4,502
4,402
8,904
Difference (29) SMUs

! f ,
y '
4'
Ff
lit
No
pal � '+• � �'A '� ? �¢ � f �� � � •
���. P �' -i ... fie.. r -.tF'�^9► ti
``gip. ;'A' • � ., � � rYx piN:
x, S
A
Jw
.,m
9
r,. T

LEFT BANK MEASUREMENTS
COLLINS CREEK FDP
Measuring
Points
Width
Segment
[IS
Stream
From STA
To_STA
(feet)
(feet)
Average (feet)
15 25
25 30'
30 34
35 39
40 44
45 AS,
50
51 75
76 100
101 150
151 200
Max Value
TI
0
50
0
76 243
TI
50
100
50
75 504
80 144
100
50
62S
75
812
875
94
100
1035
106
0
0
106
TS
100
150
100
88 685
T1
150
200
150
92 881
82 136
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
200
250
200
64 842
T1
250
300
250
44 971
47 197
0
50
625
75
81 2
875
94
0
0
0
0
0
94
T1
300
350
300
31 778
T1
350
400
350
28 153
36 644
0
50
625
75
812
0
0
0
0
0
0
0
812
T1
400
450
400
50 000
T1
450
500
450
50 000
50 000
100
50
625
75
812
87 5
94
100
0
0
0
0
100
T1
500
550
S00
50 000
T1
550
600
550
107 324
81 618
100
SO
625
75
812
875
94
100
1035
106
0
0
106
T1
600
650
600
87 529
T1
650
700
650
46 073
56 532
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
700
750
700
35 995
T1
750
800
750
65 969
53 952
100
50
625
75
812
87 5
94
100
1035
0
0
0
103 5
T1
800
850
800
59 892
T1
850
900
850
45 207
54 707
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
900
950
900
59 023
T1
950
1000
950
80 489
67 670
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
T1
1000
1050
1000
63497
T1
1050
1100
1050
88 072
95 804
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
1100
1150
1100
135 844
T1
1150
1200
1150
138 159
100 542
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
1200
1250
1200
27 624
T1
1250
1300
1250
68 234
48 619
0
50
625
75
812
875
94
0
0
0
0
0
94
T1
1300
1350
1300
50 000
T1
1350
1400
1350
118 692
88 033
100
50
625
75
812
875
94
100
103 5
106
0
0
106
T1
1400
1450
1400
95 407
T1
1450
1500
1450
136 889
107 220
100
50
625
75
812
875
94
100
1035
106
110
0
110
T1
1500
1550
1500
89 363
T1
1550
1600
1550
92 458
93 337
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
1600
1650
1600
98 191
T1
1650
1700
1650
60 138
65 037
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
T1
1700
1750
1700
36 781
T1
1750
1800
1750
47 023
35 882
0
50
625
75
812
0
0
0
0
0
0
0
81 2
T1
1800
1850
1800
23 841
T1
1850
1900
1850
25 033
35 143
0
50
625
75
812
0
0
0
0
0
0
0
812
T1
1900
1950
1900
56 555
T1
1950
2000
1950
88 962
81 515
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
2000
2050
2000
99 028
T1
2050
2100
2050
42 053
56 858
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
2100
2150
2100
29 494
T1
2150
2200
2150
53 198
54 401
100
50
625
75
812
87S
94
100
103S
0
0
0
1035
T1
2200
2250
2200
80 511
T1
2250
2300
2250
61 276
69 576
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
T1
2300
2350
2300
66 942
T1
2350
2400
2350
7960S
73 951
100
50
625
75
812
875
94
100
103 S
0
0
0
1035
T1
2400
2450
2400
75 307
T1
2450
2500
2450
35 824
45 785
0
50
625
75
812
875
94
0
0
0
0
0
94
T1
2500
2550
2500
26 225
T1
2550
2600
2550
37 696
31 067
0
50
625
75
0
0
0
0
0
0
0
0
75
T1
2600
2650
2600
29 280
T1
2650
2700
2650
50 000
51 530
100
50
625
75
812
875
94
100
1035
0
0
0
1035
TI
2700
2750
2700
75 311
T1
2750
2800
2750
53 539
58 753
100
50
62 5
75
812
875
94
100
1035
0
0
0
1035
TI
2800
2850
2800
47409
T1
2850
2900
2850
63 256
59 198
100
50
625
75
812
87S
94
100
1035
0
0
0
1035
T1
2900
2950
2900
66 928
T1
2950
3000
2950
29 527
40 656
0
50
625
75
812
875
0
0
0
0
0
0
87 5
T1
3000
3050
3000
25 512
T1
3050
3100
3050
51 604
39 178
0
50
625
75
812
0
0
0
0
0
0
0
81 2
T1
3100
3187
3100
40 419
T1
3187
3187
3187
56 672
48 546
0
435
54 375
65 25
70 644
76 125
8178
0
0
0
0
0
8178
157554
TIA
0
50
0
139 749
TIA
50
100
50
78 829
100 709
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1A
100
150
100
83 548
TIA
150
200
150
52 275
61 941
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
T1A
200
250
200
50 000
TIA
250
300
250
68 420
51 116
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1A
300
350
300
34 929
T1A
350
400
350
38 714
39 658
0
50
625
75
812
0
0
0
0
0
0
0
812
T1A
400
450
400
45 332
T1A
450
500
450
46 511
58 379
100
50
625
75
812
875
94
100
1035
0
0
0
103S
TIA
500
550
500
83 293
T1A
550
600
550
104 231
93 967
100
50
625
75
812
875
94
100
103 5
106
0
0
106
TIA
600
650
600
94 378
TIA
650
700
650
82 003
88 755
100
50
625
75
812
875
94
100
1035
106
0
0
106
TIA
700
746
700
89 883

T1A
746
746
746
75 000
82 442
100
23
2875
34 5
37 352
40 25
423
46
4761
4876
110
0
110
40985
T1B
0
50
0
50 000
TIB
50
100
50
55 472
41 446
0
50
62 5
75
81 2
875
0
0
0
0
0
0
875
TIB
100
150
100
18 867
T18
150
200
150
20 556
24 780
0
50
0
0
0
0
0
0
0
0
0
0
50
T18
200
250
200
19 178
TIB
250
300
250
14 701
24 243
0
50
0
0
0
0
0
0
0
0
0
0
50
TIB
300
350
300
38 849
T1B
350
400
350
32321
31 891
0
SO
625
75
0
0
0
0
0
0
0
0
75
TIB
400
450
400
24503
TIB
450
S00
4SO
46 427
48 281
0
50
625
75
812
87S
94
0
0
0
0
0
94
TIB
500
550
500
73 914
TIB
SSO
600
550
37 403
42 345
0
50
625
75
812
875
0
0
0
0
0
0
875
T1B
600
650
600
15 720
T18
650
700
650
30 652
32 107
0
50
625
75
0
0
0
0
0
0
0
0
75
TIB
700
750
700
49 948
T18
750
800
750
44 352
59 287
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1B
800
850
800
83 562
TSB
850
900
850
122 322
96 207
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1B
900
950
900
82 738
T1B
950
1000
950
75 492
74 225
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
TIB
1000
1050
1000
64444
TIB
1050
1100
1050
75 000
71 481
100
50
625
75
812
875
94
100
1035
106
0
0
106
T38
1100
1100
1100
75 000
469
T2
0
50
0
71209
T2
50
100
50
65 837
64 749
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
100
150
100
57 201
T2
150
200
150
48 006
56 155
100
50
625
75
812
875
94
100
103S
0
0
0
1035
T2
200
250
200
63 258
T2
250
300
250
69 219
64 180
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
300
350
300
60 063
T2
350
400
350
68 642
70 101
100
50
625
75
812
875
94
100
1035
0
0
0
103 5
T2
400
450
400
81597
T2
450
500
450
84 138
79 952
100
50
62 5
75
812
975
94
100
1035
106
0
0
106
T2
500
550
500
74 122
T2
550
600
550
69 787
69 236
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T2
600
650
600
63 799
T2
650
700
650
75 946
66 167
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
700
750
700
58 756
T2
750
800
750
55 485
63 969
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
800
850
800
77 666
T2
850
900
850
84 801
82 082
100
50
625
75
81 2
87S
94
100
1035
106
0
0
106
T2
900
950
900
83778
T2
950
1000
950
88 054
83 255
100
50
625
75
812
875
94
100
1035
106
0
0
106
T2
1000
1050
1000
77 932
T2
1050
1100
1050
50 412
67 198
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
1100
1150
1100
73 249
T2
1150
1200
1150
71 729
69 205
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T2
1200
1250
1200
62 636
T2
1250
1300
1250
60 330
59 533
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
1300
1350
1300
55 633
T2
1350
1400
1350
61 643
61 889
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T2
1400
1450
1400
68 392
T2
1450
1500
1450
65 145
68 689
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
1500
1550
1500
72 530
T2
1550
1600
1550
86 036
83 583
100
50
625
75
81 2
87S
94
100
1035
106
0
0
106
T2
1600
1650
1600
92 182
T2
1650
1700
1650
94 638
103 056
100
50
625
75
812
875
94
100
1035
106
110
0
110
T2
1700
1750
1700
122348
T2
1750
1800
1750
125 816
103 239
100
50
62S
75
812
875
94
100
1035
106
110
0
110
T2
1800
1817
1800
61 SS4
1817
1817
1817
80 795
71 175
100
85
10 625
12 75
13 804
1487S
1598
17
17 595
1802
0
0
1802
95201
UTCC
0
50
0
S7020
UTCC
50
100
50
83 901
63 640
100
50
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
100
150
100
50 000
UTCC
ISO
200
150
72 269
69 505
100
50
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
200
250
200
86 245
UTCC
250
300
250
64 749
66 143
100
50
625
75
812
875
94
100
1035
0
0
0
103 5
UTCC
300
350
300
47435
UTCC
350
400
350
58 193
51876
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
UTCC
400
450
400
50000
UTCC
450
500
450
75 010
58 337
100
50
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
500
550
500
50 000
UTCC
550
600
550
82 648
68 585
100
50
625
75
81 2
875
94
100
1035
0
0
0
103 5
UTCC
600
650
600
73 107
UTCC
650
700
650
66 293
66 131
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
700
750
700
58 992
UTCC
750
800
750
64 608
59 871
100
50
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
800
850
800
56013
UTCC
850
900
850
50000
57 389
100
50
62 5
75
812
87 5
94
100
1035
0
0
0
103 5

UTCC
900
950
900
66 154
UTCC
950
1000
950
49 306
59 328
100
50
62S
75
Bl 2
875
94
100
1035
0
0
0
1035
UTCC
1000
1050
1000
62 523
UTCC
1050
1100
1050
124 772
96 165
100
50
625
75
812
875
94
100
103S
106
0
0
106
UTCC
1100
1150
1100
101 200
UTCC
1150
1200
1150
119 246
107 750
100
50
62S
75
812
875
94
100
1035
106
110
0
110
UTCC
1200
1250
1200
102 804
UTCC
1250
1300
1250
57 703
70 169
100
50
625
75
912
875
94
100
1035
0
0
0
1035
UTCC
1300
1350
1300
50 000
UTCC
1350
1400
1350
84 110
79 600
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
1400
1450
1400
104 6B9
UTCC
1450
1500
1450
61 982
79 415
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
1500
1550
1500
71575
UTCC
1550
1600
1550
S2312
57 486
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
1600
1650
1600
48 572
UTCC
1650
1700
1650
74 069
76 668
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
1700
1750
1700
107 363
UTCC
1750
1800
1750
87 700
108436
100
50
625
75
812
875
94
100
1035
106
110
0
110
UTCC
1800
1850
1800
130 244
UTCC
1850
1900
1850
100 463
99 009
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
1900
1950
1900
66321
UTCC
1950
2000
1950
55 066
64 385
100
50
62S
75
812
875
94
100
1035
0
0
0
1035
UTCC
2000
2050
2000
71 767
UTCC
2050
2100
2050
99 334
92 239
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
2100
2150
2100
105 617
UTCC
2150
2200
2150
71 230
76582
100
50
625
75
812
875
94
100
1035
106
110
0
110
UTCC
2200
2249
2200
52 899
2249
2249
2249
63 825
58 362
100
245
30 625
3675
39 788
42 875
4606
49
S0715
S194
0
0
5194
92297
L-

RIGHT BANK MEASUREMENTS COLLINSCREEK
Measuring
Width
Segment
Max
Stream
From STA To
STA
Points (feet)
(feet) Average(feet)
<15
15 25
25 30
30 34
35 39
40-44
45-49
50
51 75
76 100'
101 150
151 200
Value
Tl
0
50
0
0 000
Tl
50
100
50
44 968
31 611
0
50
625
75
0
0
0
0
0
0
0
0
75
T1
100
150
100
49 866
T1
150
200
150
34 350
45 284
0
50
625
75
812
875
94
0
0
0
0
0
94
T1
200
250
200
51 637
Tl
250
300
250
87 348
80 984
100
SO
625
75
812
875
94
100
1035
106
0
0
106
T1
300
350
300
103 967
T1
350
400
350
105 891
111 935
100
50
625
75
81 2
875
94
100
1035
106
110
0
110
T1
400
450
400
125 946
T1
4SO
S00
450
107 767
114 733
100
50
625
75
812
875
94
100
1035
106
110
0
110
T1
500
SSO
500
110485
T1
550
600
550
107 957
104 444
100
50
625
75
81 2
875
94
100
1035
106
110
0
110
T1
600
650
600
94 889
TI
650
700
650
106 132
100 288
100
50
62S
75
812
875
94
100
1035
106
0
0
106
T1
700
750
700
99 842
T1
750
800
750
56 911
75 100
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
800
850
800
68 546
T1
850
900
850
84 513
75 970
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
900
950
900
74 852
TI
950
1000
950
51 517
58 790
100
50
625
75
812
875
94
100
103S
0
0
0
1035
Ti
1000
1050
1000
50 000
Tl
1050
1100
1050
68 342
53 563
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
1100
1150
1100
42346
Tl
1150
1200
1150
110 445
75 930
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
1200
1250
1200
75000
T1
1250
1300
1250
75 000
89 747
100
SO
625
75
812
875
94
100
1035
106
0
0
106
Ti
1300
1350
1300
119 240
Tl
1350
1400
1350
96160
97 035
100
50
625
75
912
875
94
100
103 5
106
0
0
106
T1
1400
1450
1400
75705
Tl
1450
1500
1450
62 533
61 622
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T1
1500
1SS0
1500
46 629
T1
1550
1600
1550
37 760
36 849
0
50
625
75
81 2
0
0
0
0
0
0
0
81 2
T1
1600
1650
1600
26 158
Tl
1650
1700
1650
40 000
50 290
100
50
625
75
81 2
875
94
100
0
0
0
0
100
Tl
1700
1750
1700
84 713
T1
1750
1800
1750
73 059
85 748
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
1800
1850
1800
99 471
T1
1850
1900
1850
103 775
89 335
100
50
625
75
81 2
875
94
100
1035
106
0
0
106
T1
1900
1950
1900
64 760
T1
1950
2000
1950
33 433
42 054
0
50
625
75
81 2
87S
0
0
0
0
0
0
875
T1
2000
2050
2000
27 968
T1
2050
2100
2050
75 000
65 275
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
T1
2100
2150
2100
92 857
T1
2150
2200
2150
80 838
79 878
100
50
625
75
812
875
94
100
1035
106
0
0
106
TS
2200
2250
2200
65 939
Tl
2250
2300
2250
91 678
78 868
100
50
625
75
812
875
94
100
103 5
106
0
0
106
T1
2300
2350
2300
78 987
Tl
2350
2400
2350
56 791
64 701
100
SO
625
75
812
875
94
100
1035
0
0
0
1035
T1
2400
2450
2400
58 324
Tl
2450
2500
2450
85 823
82 955
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1
2500
2550
2500
104 718
T1
2550
2600
2550
70 643
78 999
100
50
625
75
81 2
875
94
100
1035
106
0
0
106
T1
2600
2650
2600
61 635
Tl
2650
2700
2650
31 105
47 580
0
50
62 5
75
81 2
875
94
0
0
0
0
0
94
T1
2700
2750
2700
50 000
T1
2750
2800
2750
50 000
51 739
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T1
2800
2850
2800
55 217
Tl
2850
2900
2850
S8291
57 752
100
50
625
7S
81 2
875
94
100
103 5
0
0
0
103 5
T1
2900
2950
2900
59 748
Tl
2950
3000
2950
76 003
78 594
100
50
625
75
81 2
875
94
100
103 5
106
0
0
106
T1
3000
3050
3000
100 031
T1
3050
3100
3050
73 713
77 915
100
50
625
75
81 2
87 5
94
100
1035
106
0
0
106
T1
3100
3187
3100
60 000
T1
3187
3187
3187
61 579
60 790
100
435
54 375
65 25
70 644
76 125
8178
87
90 045
0
0
0
90 045
16294
T1A
0
SO
0
1669
TIA
50
100
SO
5 436
10 984
0
0
0
0
0
0
0
0
0
0
0
0
0
T1A
100
150
100
25 847
TIA
1S0
200
150
87 687
63 237
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T1A
200
250
200
76 178
T1A
250
300
250
53 078
77 074
100
SO
625
75
812
875
94
100
1035
106
0
0
106
TIA
300
350
300
101 965
T1A
350
400
350
89 024
92 138
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1A
400
450
400
85425
T1A
450
500
450
70 544
62 669
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T1A
500
550
500
32 038
TIA
550
600
550
20 632
26 315
0
50
625
0
0
0
0
0
0
0
0
0
62 5
TIA
600
650
600
26 276
TIA
650
700
650
50 000
50 425
100
50
625
75
81 2
875
94
100
0
0
0
0
100
TIA
700
745
700
75 000
TIA
745
745
745
55 635
65 318
100
225
28 125
3375
3654
39 375
423
45
4657S
0
0
0
46 575

31404
T1B
0
50
0
0000
TIB
SO
100
50
14 602
23070
0
50
0
0
0
0
0
0
0
0
0
0
50
TIB
100
150
100
54 607
T18
ISO
200
150
64 330
24 780
0
50
0
0
0
0
0
0
0
0
0
0
50
T1B
200
250
200
68 661
T18
2SO
300
250
78 330
67 843
100
50
625
75
812
875
94
100
103S
0
0
0
1035
T1B
300
350
300
56538
T1B
350
400
350
68 800
69 413
100
50
625
75
812
87S
94
100
1035
0
0
0
1035
T1B
400
450
400
82 900
T18
450
500
450
61 004
61 180
100
50
62S
75
812
875
94
100
1035
0
0
0
1035
TIB
500
550
500
3963.5
TIB
550
600
550
71 050
71453
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T18
600
650
600
103 673
T18
650
700
650
95 082
97 928
100
50
625
75
812
875
94
100
103S
106
0
0
106
TIB
700
750
700
95 030
TIB
750
800
750
119 417
103 101
100
50
625
75
812
875
94
100
1035
106
110
0
110
T1B
800
850
800
94 856
T18
850
900
850
66 932
86 755
100
50
625
75
812
875
94
100
1035
106
0
0
106
T1B
900
950
900
98477
TIB
950
1000
950
124 592
108 153
100
50
625
75
812
875
94
100
103 5
106
110
0
110
T13
1000
1050
1000
101 390
TIB
1050
1100
1050
108 245
110 979
100
50
625
75
812
875
94
100
1035
106
110
0
110
T1B
1100
1100
1100
123 301
528
T2
0
50
0
65 421
T2
50
100
50
68 980
69 541
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
100
150
100
74 222
T2
ISO
200
150
86 591
79 162
100
50
625
75
812
875
94
100
1035
106
0
0
106
T2
200
250
200
76 674
T2
250
300
250
64 233
69 525
100
50
625
75
812
875
94
100
1035
0
0
0
103S
T2
300
350
300
67 668
T2
350
400
350
60 747
60 299
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
400
450
400
52481
T2
450
500
450
51 523
55 649
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T2
500
550
500
62 944
T2
550
600
550
64 384
62 239
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
T2
600
650
600
59 388
T2
650
700
650
43 267
52 672
100
50
625
75
812
875
94
100
103 5
0
0
0
1035
T2
700
750
700
55 361
T2
750
800
750
60 865
53 573
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
800
850
800
44 493
T2
850
900
850
42 546
46 274
0
50
625
75
812
875
94
0
0
0
0
0
94
T2
900
950
900
51 783
T2
950
1000
950
33 305
42 532
0
50
625
75
812
875
0
0
0
0
0
0
875
T2
1000
1050
1000
42 507
T2
1050
1100
1050
63 164
49 730
0
50
62S
75
812
875
94
0
0
0
0
0
94
T2
1100
1150
1100
43 519
T2
1150
1200
1150
59 984
57 662
100
50
625
75
812
875
94
100
1035
0
0
0
1035
T2
1200
1250
1200
69 482
T2
1250
1300
1250
70 218
74 133
100
50
625
75
812
875
94
100
1035
0
0
0
103 5
T2
1300
1350
1300
82 700
T2
1350
1400
1350
7717S
76 979
100
50
625
75
81 2
875
94
100
1035
106
0
0
106
T2
1400
1450
1400
71062
T2
1450
1500
1450
75 835
75 878
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
T2
1500
1550
1500
80 736
T2
1550
1600
1550
71 794
78 874
100
50
625
75
81 2
875
94
100
1035
106
0
0
106
T2
1600
1650
1600
84 093
T2
1650
1700
1650
128 540
88 663
100
50
62S
75
81 2
875
94
100
1035
106
0
0
106
T2
1700
1750
1700
533S6
T2
1750
1800
1750
50 000
47 361
0
50
625
75
812
875
94
0
0
0
0
0
94
T2
1800
1816
1800
38 727
T2
1817
1817
1817
29 521
34 124
0
85
10 625
12 75
0
0
0
0
0
0
0
0
1275
92063
UTCC
0
50
0
50 000
UTCC
50
100
50
18 242
42 052
0
50
62 5
75
812
875
0
0
0
0
0
0
875
UTCC
100
150
100
S7913
UTCC
150
200
150
63 952
65 973
100
50
625
75
81 2
875
94
100
1035
0
0
0
103 5
UTCC
200
250
200
76055
UTCC
250
300
250
100 898
107 002
100
50
625
75
812
875
94
100
1035
106
110
0
110
UTCC
300
350
300
144 054
UTCC
350
400
350
50 000
83 726
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
400
450
400
57124
UTCC
450
500
450
41 165
50 840
100
50
62 5
75
812
875
94
100
0
0
0
0
100
UTCC
500
550
500
54 232
UTCC
550
600
550
82 301
68 961
100
SO
62 5
75
812
875
94
100
103 5
0
0
0
1035
UTCC
600
650
600
70 349
UTCC
650
700
650
67 859
69 995
100
SO
62 5
75
812
875
94
100
103 5
0
0
0
1035
UTCC
700
750
700
71 776
UTCC
750
800
750
66 158
61 539
100
50
625
75
812
875
94
100
1035
0
0
0
103 5
UTCC
800
850
800
46 682
UTCC
850
900
850
51 924
52 667
100
50
625
75
812
875
94
100
1035
0
0
0
103 5
UTCC
900
950
900
59 395

1
UTCC
950
1000
950
72 680
61 506
100
50
625
75
812
875
94
100
1035
0
0
0
1035
UTCC
1000
1050
1000
52442
UTCC
1050
1100
1050
25 805
35 506
0
50
625
75
812
0
0
0
0
0
0
0
81 2
UTCC
1100
1150
1100
28 271
UTCC
1150
1200
1150
28 765
30 787
0
50
625
75
0
0
0
0
0
0
0
0
75
UTCC
1200
1250
1200
35 326
UTCC
1250
1300
1250
47 602
49 309
0
50
625
75
812
875
94
0
0
0
0
0
94
UTCC
1300
1350
1300
65 000
UTCC
1350
1400
1350
28 207
40 695
0
50
625
75
812
875
0
0
0
0
0
0
875
'
UTCC
1400
1450
1400
2 !��i>
UTCC
1450
1500
145
56 813
100
50
625
75
81 2
875
94
100
1035
0
0
0
1035
UTCC
1500
1550
1500
81 366
UTCC
1550
1600
1550
105 255
97 689
100
50
62 5
75
812
875
94
100
1035
106
0
0
106
UTCC
1600
1650
1600
106445
UTCC
1650
1700
1650
72 209
73 948
100
50
62 5
75
912
975
94
100
1035
0
0
0
1035
UTCC
1700
1750
1700
43 191
UTCC
1750
1800
1750
24 519
31 012
0
50
62S
75
0
0
0
0
0
0
0
0
75
UTCC
1800
1850
1800
25 327
UTCC
1850
1900
1850
49 148
49 949
0
50
625
75
81 2
875
94
0
0
0
0
0
94
UTCC
1900
1950
1900
75 371
UTCC
1950
2000
1950
104 770
87 106
100
50
625
75
812
875
94
100
1035
106
0
0
106
UTCC
2000
2050
2000
81 176
UTCC
2050
2100
2050
43 082
50 119
100
50
625
75
812
875
94
100
0
0
0
0
100
UTCC
2100
2150
2100
26 100
UTCC
2150
2200
2150
42 206
42 697
0
50
625
75
812
875
0
0
0
0
0
0
875
UTCC
2200
2249
2200
59 785
2250
6382S
61 805
100
245
30 625
3675
39 788
42 875
4606
49
50 715
5194
0
0
5194
84132