19970506 Ver 1_Year 5 Monitoring Report_20141222

r, r -
Lenuel Chamberlain, Chairman OF L L 2014
Bobby J. Matthews, Vice- Chairman
Jo R. Linville, Secretary- Treasurer V�'msto, Saf p
'91 1- 0,50-0
Van Hemric, Member
Grady Shore, Member
Yadkin Soil and Water Conservation District
December 16, 2014 -
Ms. Sue Homewood
450 Hanes Mill Road
Suite 300
Winston - Salem, NC 27105
Dear Ms. Homewood:
We have enclosed copies of the 2014 inspection reports for the Effie West and Carl Shore
sites for the Deep Creek 5D project. These are the final reports for these sites. We feel
that these reports completely fulfill the requirements of the permit for this project.
Please contact our office with any questions or comments.
We appreciate all of your help throughout this entire project!
Thank yo
Lenuel Chamberlain
Chairman; Yadkin Soil and Water Conservation District
209 East Elm Street a PO Box 8 ♦ Yadkinville, NC 27055 ® 336- 679 -8052 ext.3

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Deep Creek Watershed Structure 5D
Mitigation Project
Carl ,Shore Stream Restoration
And
Effie G. West Stream Enhancement
Yadlu -n Countj; North Carolina
November 2014
Prepared for:
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Prepared by:
Yadkin Soil and Water Conservation District
P. O. Box 8
Yadlinville, NC 27055
In cooperation with:
USDA Natural Resources Conservation Service
1

0 YEAR 5 (2014) Monitoring Report
1
Deep Creek Watershed Structure 5D
Mitigation Project ERe Carl Shore Stream Restoration
And
Effie G. West Stream Enhancement
KICAUn CountJ; North Carohna
November 2014
Prepared p ed for:
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Prepared by:
Yadkin Soil and Water Conservation District
P. O. Box 8
Yadkinville, NC 27055
In cooperation with:
USDA Natural Resources Conservation Service
1

TABLE OF CONTENTS
• 1.0 Protect Overview
1.1 Protect Goals and Oblectsves ... .. ....... ... 1
1.2 Protect Location .. ... ... .... ... ... . .. ...................... 2
2.0 Monitoring Success Requn-ements . ... ... .. .............................. ......................... 2
2.1 Morphological Parameter~ and Channel Stability ... .... ..... ......... ............... .......... ..2
2.1 1 Dimension .. .... ... 2
2.1 2 Pattcrn and Prolilc .. .. ... .... . .. .... ... ... .. .... ... ..... 3
2.1 3 Substrate .. 3
2.3 Rcicrcncc Photograph Pomts ... .... ..... ..... .... .. ............................. 3
2.4 Ma1rltCnan(.0 and Coutmgeiu.y Plan,,. .. .. ..... ..... ...... .............. ........... ......4
3.0 Year 5 Monitoring Results ................. ...... ....................................... ............................... 4
3 2 Sti caun Asticssnicnt ... .... .... .... .... ..... ..... ............................... ............................... 4
List of Appendices
Appendix 1 - Figures
• Appendix 2 - Monitoring Data
Appendix 3 - Reference Photographs
List of Figures
Figure 1 - Protect Vicinity Map
Deep Creek W itersliecl StI uc ture 5D Mitigation Protec l Year 5 of 5 Momtormg Report
Carl Sborc ml(l EIlic G West Strcam Mitigation Sites November 2014
2

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1.0 Project Overview
The Deep Creek Mitigation PI-Olect (Site) is locatcd in Yadkin County, North Carolina within the
Northern Innci Piedmont Eco- Region of the Yadkin River Basin (USGS HUC 03040105). The
Site consist,, of three separate mitigation projects that are a component of-the mitigation plan to
address wetland and stream mnpacts resulting 11.011, the construction of the multiple - purposc
Sti ucture 5D I'lic Structure 5D is part of the Dccp Crccic Watershed Work Plan that was
approved for operations 011 January 3, 1958. "I,he project was authorized through the Watershed
Protection and Flood Pi evention Act - Public Law 83 -566, as amended (US U S. C. 1001 - 1008)
The project sponsors are the Yadkin Soil and Watei Conservation District and Yadkin County
Board of Coinmissionci s
Structure 5D is a multiple- purpose slruUure that was designed for flood pievcntion and
III unicipal /industrieS water supply in the Dccp Crcck Watershed The Structure 5D is located on
South Dccp Crcck uiuncdiatcly upstream from old US 421 and has a drainage are of 25.1 square
mules (sq nni.). The surrounding land use consists of Iorestland, cropland grassland, and
miscellaneous or built -up land. Approximately 15,000 linear feet (11) of stream were inundated
Clue to the peinnanent pool of Structure 5D 'I,1is Included 10,000 11 of Soutli Deep Creek and
5,000 11 of unnamed tIIbutalICS 130th strc,uu uul wetland ntigation Issues wcic Lddres"cd within
this project.
1.1 Project Goals and Objectives
'1'hc following mitigation goals were establisllcd within the Dccp Creek Watershed to compensate
for the unavoidable loss of streams
1 Restore appi oximatcly 1,437 It of sti cam along Carl Shore,
2. Enhance approximately 351 11 of stream along Carl Shore,
3. PI -CSCI C(l approximately 883 It of stream along Carl Shore by fencing out livestock
from accessing the stream project area,
4. Enhance approximately 585 11 of stream along Ellie G. West, and
5 Improve fIOOdpl,urn 111(1 Strca111ban1, vegetation along Carl Sliore and Effie G West.
"I'lic Carl Shore and Ellic G West stream channels were designed and constructed as B -type
C11a1111CIS. 111 -41 -Cam Stl uctul -CS, SuC11 dS 100MI t(IS, log VdnCS, in(] cross vanes were used to control
sticannbed giadc, reduce stress on strcambanks, and promote bed form sequences and habitat
diversity Strcambanks were stabilized using a combination of erosion control matting, seeding,
and livcstakcs A total of 1,437 11 of stream was restored, 351 11' enhanced, and 883 if preserved
within the Carl Slxoc silt and app► oximatcly 585 11 was enhanced along the Elfic G. West site
Tlus report serves as the Yca1 live 2014 annual monitoring report of the live year monitoring plan
101 [Ile CM Sho1c Stream Restoration Site am(I the Effie G Wcst Strcaml Enhancement site of the
Dccp Crccic Mitigation Project
Dccp Crcck \VatciS1ICd Stil CLulc 5D nutig.itioi Project Year 5 of 5 Monitoring Report
611-1 Shorc and Ellie G \Vcst Sticam Mitigation Sites November 2014

1.2 Protect Location
The Carl Shore Stl CAM Rc ,,toration Protect and the Ellie G. West Strewn Enhancement Protect
are located west of the Town of Yadkinvillc. The protects arc located in lie Yadkin -Pce Dee River
Basin Catalog Unit 03010105 with a watershed land use dominated by rural pasture land and
forest Carl shore is a second order stream with an approximate drainage area of 3.69 square
uulc,, l HIC G NVc ,,t',, urnrncuuccl tributary n,, a fir ,,t older sticam with an approximate drainage area
of 0.53 scjuare miles
TO ace ess the site from Chai lolls, Noi th Cai olma, talcs hltci,,talc 77 North for approximately 62
mules and talcs exit 73A (US -421 South) 'false exit 263 (US -21) toward Jonesville /Statesville quid
turn left onto US -21 at the end of the exit ramp. Take US -21 approximately 1.5 miles and turn
right onto Longtown Road Approximately V2 mile down Longiown Road turn right onto Ireland
Road The Gill Shoe c ,,trc.un Restoration Protect will be on your right approximately 0.7 miles
down Ireland Road The Ellie G West Stream Enhancement Protect will be on your right
approximately 1 2 mules down Ireland Road Please refer to Figure 1 for a location map of the
protect sites
2.0 Monitoring Success Requirements
Annual 1110111[01 mfg will consist of collecting the morphological and vegetative data to assess the
protect success based oil the restoration goals and objectives. Specifically, the success of the site
will be assessed using measurements of the stream channel's drmensron, pattern, profile, substrate
composition, permanent photographs and vcgctatnon sampling 'File sites will be monitored for
live years (beginning un 2010) with an annual mnornrtorrng report subrnrttcd to the corps within 30
days of the monitoring activities
2.1 Morphological Parameters and Channel Stability
Streams often demonstrate some level of initial adjustment in the several months that follow
construction and some change /variation sub ,,equcnt to that is also to be expected. Over time tills
variation should demonstrate rnarntenance around some acceptable baseline with marntenulee of
or even a reduction inn the amplitude of variation Thcre should be mo trend toward aggradation or
dcgiadation over the coun,,c of the live yc'u nnon1tormng period
2 1.1 Dimension
Cros ,,- ,,ectnon rnca,,urcinents should indicate little change from the as -built cross- sections; however,
some change is natural and expected. Any changes that occur will be evaluated to determine
whether the LdtustrnentS MC l uhcatnve of nmovement toward am uu ,,table condition or whether it is
natural and something to be expected. The following tlue ,,hold,, will be con,,n<lene(l indicators of
instability il 1) W/D nation uicr ca,,cs by nun c than 10 to 15 perccnt,2) BHR increases by more
than 25 to 30 percent, or 3) change nn stream classification (for example a change from a C/E to a
F /G).
Decp Creck Watel'shed ,,ti ut tun c 51) Mrtigatiorr Protect Ycar 5 of 5 Monitoring Report
Carl Shore and Ellie G West Sticam mtttg,ntiou Sacs November 2014
4

1
•
2 1.2 Pattern and Pt, olilc
T11C Channel's pi oink Should not demonstrate any trends in thalweg aggradation or degradation
over Amy sngnlfiCaunt continuous portion of Its length. Annual measurements should indicate stable
bed features with little change flour the as -built ranges. lbflle /Pool facets and pattern features
should Illustrate mininnal adjustments over the live yell monitoring period Although a pool cross-
section nnay experience peuodlc unlilbng (file to walC1 shed activity uul the tlming ol' events relative
to monitoring, the majorit }- of llic pool c 1 Oss -sec 110115 need to be malrn(allnC(f over time and tine
rates of lateial nnigration need to be nunun<tl '1'hc following till-csholds will be considered
indicators of Instability nl 1) Facet slopes increase by 50 percent, 2) Rllfle /Pool bed feature spacing
shifts Luc greater than one banklull width, and 3) tine longitudinal profile water surface slope
HICrCasC4 by more than 20 percent
2.1.3 Substrate
Substrate nlcasurcnncnts should indicate the pi ogl cssion towal ds, of the maintenance of the
known dlstrlbu [loll s h oil] tine design phase 'the D50 and D84 should coarsen over the live year
monitoring period Generally rilIles will contain coarser niaterial and the lines will deposit in the
pools Fluctuations in the substl ate composition may occur over the live year inomtormg period.
Any change should be cvaluatcd as to wlicatlicl is a localized change or something larger out ol'the
project area. The following threshold will be considered a ceicern 1) the D50 increases by 30
percent and 2) the substrate composition has an 1nCrcasc of silky and /Or sand by more than 50
percent.
2.3 Reference Photograph Points
Permanent photographic rcicrcnCC points established along the channels will be used to support
tlic qualitative visual assessments for the annual monitoring and sub9cctively evaluate chainnel
aggra(fation 01 degradation, bank erosion, stio -cc" Of Ilpal'lan vegetation and cllectvCness of
erosion control measures Reference photogiaphs looking upstream and downstream were taken
at each photo point. Subsequently, asscssnnents lollowung the year one survey should capture the
nine reference photograph
Decp Cicck Watcislicd Structure 5D Mltigalio❑ Pioject Year 5 of 5 Monitoring Report
Ctrl Shore and Effie G West, Sticam mitigation Sites November 2014

2.4 Maintenance and Contungency Plans
0
Potential pioblcln areas, such as streambank instability, tggradatioii/degradation, or unsuccessful
vcgct,ltion establishment will be evaluated during the annual monitoring. II, dui ing die annual
review of the strcann rcacli, a f,ilure is noted, the ,u-c,is will be ev,iluataf and (I1sU1SSCd with
apps opriatc personnel to dctc► nuns it rcuncdial m,unlcnancc nneasures arc rcqui cd to resolve the
pioblcnn I1 icnncdiation of ,iu arc" is rNull-c(l, a proposal will be submitted for the needed work.
3.0 Year 5 Morutori ng Results
Results from (Ile 2014 stream monitoring ello, t indicate that the Cal 1 Shore and Ellie G. West
Sites are maintaining vertical and latcr,ll stability with Inlnlinnal bank crosiou visual assessments
along the channel indicated that thcic ale lno Ina)ol adva11cC1ne11t5 toward ilStablhly wltlllll the
sites
3.2 Stream Assessment
Call 'shot e 's'llc ll] Reslol-llloll
Overall, the present stream dincuslons along Carl Shore appear to be stable. The average
banklull area is 36.3 sq.It of the surveyed cross- sections, the proposed was 47.011. The average
suivcycd mean banklull depth is slightly ]()we, (1.39 It) than tine proposed 2 1 ft The surveyed
banklull widths and depths lead to an avcragc Width /Depth (W /D) ratio of 19.45 with
a sinuosity of 1 25. "hhc thalweg profile appears to be stable, and was characterized by well - defined
iillle and pool features The average water sulfate slope and the avcragc banklull slope were very
sinnilai loi the surveyed icacti, 0 0058 It /It and 0.00331t/ft. "hhc substrate analysis illustrates a
dnvcrsc and stable substi atc material and available habitat with little line deposition occurring
Based on the above dclining strcan dimension characteristics from the 2014 monitoring yea-, the
stream was classified as a B4c. Tlic log structuics are stable and luncuoning as constructed.
Dccp Ci eck Watci shed sti u(tti-c 5D Mitig,itiou 1 i olco Ycai 5 or 5 Monitoi ing Report
Carl Slioic and 1"Ific G NVcst SUc,un nutigatiou Sitcs November 2014

1
L77ic G. V/'cs! 8%,1»1 Lilh;lrlccnrcrl!
Based on the current stream diiucnsions along Elfic G. West, the enhancement area appears to be
stable. Tlic average bankfull area (12.03 s(l. It.) and the average mean banklull depth (.825 It) of
the surveyed doss - sections aic both within the proposed ranges of 11 /1 -17 3 It and 0 79 -1.24 It,
respectfully. "1'hc surveyed banl. lull widths and depths lead to an avcragc Width /Depth (W /D)
ratio of 21.33 with a sniuosity of 1.25. The thalwcg profile appears to be stable, and was
characterved by well - defined riffle and pool features. The average water surface slope and the
avcragc banl.full slope were very similar Ioi the surveyed reach, 0.0141'1 /h and 0 015 It /ft,
respectively 'hhc substrate analysis illustrates a diverse substrate inatcrial and available habitat with
some lint deposition occurring Based on the above defining stieain dimension characteristics
from the 201/1 monitor uig year, the stream was classified as a 114
In summary, the Cai I Shore and Effic G. West sites have mct the stream mitigation goals for
nxnntoring year 5. The pattern, profile, and dimension of the restored channel and the two
slreauns appear to be ulaintaniing vertical and lateral stability with stable structures and nunimal
bank eiosion. The background information provided in this report is referenced from the
mitigation plan Plcasc refer to Appendix 2 loi more dctallCd dream data tables and plots for
momitoi uig ycai I1VC and Appendix 3 Ioi repi esentative pholograplis.
Deep Creek Watershed Sli uc tui c 5D Mitigation h ocet
Carl Shore and Ellie G West stream Mitigation sites
APPENDIX I — FIGURES
Year 5 of 5 Monitoring Report
November 2014

0 Figure I. Project Vicinity Map
•
Dccp Cicck Watuslml SUucturc 5D Mitigation 1'rotcct
Coil Shore and Ellic G Wcst Sti cam MlUgaUon Sitcs
is
Yc<u 5 015 Monitoring Rcport
Novcmbcr 2014

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APPENDIX. 2 MONITORING DATA
Longitudinal Plots' .
Cross- Section Plots
Pebble Count Plots
Deep Creek Watershed Structure 5D Mitigation Project
Carl Shore and Effie G. West Stream Mitigation Sites
Year 1 of 5 Monitoring Report
November 2010

Carl Shore Site
Stream Mitigation
' r i •1 rC ♦ i 't. . �
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adkin County, NCx.z'
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Yadkin County, NC Carl Shore Stream Restoration August 2014
X- Section #1, STA 2 +19, Riffle
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep-10
Nov -11
Aug-12
Aug-13
Aug-14
Bankfull Cross - sectional Area (ft)
48.35
45.74
27.2
19.9
21.4
Bankfull Width ft
28.15
27.5
23
20.9
21
Bankfull Mean Depth ft
1.72
1.66
1.18
0.95
1.02
Bankfull Max Depth ft
2.86
2.67
1.88
1.32
1.67
Width/Depth Ratio
16.37
16.57
19.5
22
20.6
Entrenchment Ratio
1.69
1.64
1.35
1.2
1.37
Stream Type
B
134a
B3
B3
Sinuosity
1.24
1.25
1.25
1.25
Channel Materials D50 size in mm
15
22
90
115

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Yadkin County, NC Carl Shore Stream Restoration August 2014
X- Section #2, STA 2 +52, Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep-10
Nov -11
Aug-12
Aug-13
Aug-14
Bankfull Cross - sectional Area (ft)
57.92
58.1
52.6
54.8
53
Bankfull Width ft
26.85
26.5
26
25
27.6
Bankfull Mean Depth ft
2.16
2.19
2.02
2.19
1.92
Bankfull Max Depth ft
3.68
3.63
3.55
3.42
3.47
Width/Depth Ratio
12.43
12.1
12.87
11.4
14.4

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Yadkin County, NC Carl Shore Stream Restoration August 2014
X- Section #3, STA 5 +77, Riffle
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep-10
Nov -11
Aug-12
Aug-13
Aug-14
Bankfull Cross - sectional Area (ft)
48.66
48.48
34.2
35.2
35.6
Bankfull Width ft
27.65
28.5
22
23
22
Bankfull Mean Depth ft
1.76
1.7
1.55
1.51
1.62
Bankfull Max Depth ft
2.74
2.92
3.1
2.51
2.64
Width/Depth Ratio
15.71
16.76
14.2
15.2
13.6
Entrenchment Ratio
1.77
1.93
1.7
1.2
2.16
Stream Type
B
B4
B4
B4
Sinuosity
1.24
1.25
1.25
1.25
Channel Materials D50 size in mm
13
45
44
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Yadkin County, NC Carl Shore Stream Restoration August 2014
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Year 1
Year 2
�
Year 4
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Oct -12
Oct -13
Aug-14
Bankfull Cross - sectional Area (W)
47.1
I�
46.8
47.9
fl
Bankfull Width ft
29.98
27
28
27
29
Bankfull Mean Depth ft
(
1.55
1.67
1.77
1.39
Carl Shore Site - Station 6 +01
3.41
3.42
3.64
1 3.64
3.66
Width/Depth Ratio
19.1
I
876
1 15.3
20.8
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1
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Station in Feet
X- Section 94, STA 6 +01, Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Se -10
Nov -11
Oct -12
Oct -13
Aug-14
Bankfull Cross - sectional Area (W)
47.1
41.85
46.8
47.9
40.3
Bankfull Width ft
29.98
27
28
27
29
Bankfull Mean Depth ft
1.57
1.55
1.67
1.77
1.39
Bankfull Max Depth ft
3.41
3.42
3.64
1 3.64
3.66
Width/Depth Ratio
19.1
17.4
16.8
1 15.3
20.8

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Yadkin County, NC Carl Shore Stream Restoration August 2014
X- Section #5, STA 10 +52, Riffle
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep-1 0
Nov -11
Aug-12
Dec -13
Aug-14
Bankfull Cross - sectional Area (ft)
37.94
30.44
41.6
23.2
38.2
Bankfull Width ft
25.76
25.3
30
17.5
29.5
Bankfull Mean Depth ft
1.47
1.2
1.39
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Bankfull Max Depth ft
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2.31
2.83
2.58
2.89
Width/Depth Ratio
17.52
21.08
21.6
13.2
22.5
Entrenchment Ratio
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2.98
2.6
4.4
2.75
Stream Type
C
C4
C4
C4
Sinuosity
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1.21
1.22
1.25
Channel Materials D50 size in mm
11
10
13
23
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Yadkin County, NC Carl Shore Stream Restoration August 2014
X- Section #6, STA 10 +90, Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Se -10
Nov -11
Oct -12
Dec -13
Aug-14
Bankfull Cross - sectional Area (ft2)
47.42
34
28.8
34.2
man
Bankfull Width ft
43.97
43.3
I
31
27
Bankfull Mean Depth ft
1.08
0.78
0.65
1.1
1.09
Bankfull Max Depth ft
3.3
Ism
3.21
2.76
2.73
Width/Depth Ratio
40.71
55.64
67.7
31
24.8
Carl Shore Site - Station 10
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X- Section #6, STA 10 +90, Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Se -10
Nov -11
Oct -12
Dec -13
Aug-14
Bankfull Cross - sectional Area (ft2)
47.42
34
28.8
34.2
29.3
Bankfull Width ft
43.97
43.3
44
31
27
Bankfull Mean Depth ft
1.08
0.78
0.65
1.1
1.09
Bankfull Max Depth ft
3.3
3.07
3.21
2.76
2.73
Width/Depth Ratio
40.71
55.64
67.7
31
24.8

•
•
Yadkin County, NC Carl Shore Stream Restoration August 2014
Pebble Count - Carl Shore Site, Riffle - X- Section # 1, STA 2 +19
Sands Gravels Cobbles Boulders Bedrock
100
90
80
t
L 70
a�
c
60
m
50
E
v 40
30
20
10
0
0.01 0.1
1 10 100 1000 10000
Particle Size (mm)
% Sand =
6
D16 =
66 mm
% Gravel =
8
D35 =
100 mm
% Cobble =
84
D50 =
115 mm
% Boulder =
2
D84 =
185 mm
% Bedrock =
D95 =
250 mm

•
is
•
Yadkin County, NC Carl Shore Stream Restoration August 2014
11 � ®C ■11 :111 ®�m : :�ll�ii ® ®1mm�ll ®� 1! :I�iti`�iiiiitttt�0iflm : : :II
®�mg : :il��■1 : :v!!����m1: III ®l�1�III6.� :S:111:EIM1ll11 :i!i
• � � - -. .111-- - ■tltt _I_- ■tl.ttl _... t11'�tl ■ - ■tlt■ 11_. ..... 1
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E:
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:11�11 1 :III :iCZC 1011
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�E !91�r�599�9!l�;�J5911E!!I��"� 991!�E ?amEE9!9�E :5�E99!!
11 CEC : :III�C = : :1 :ItQii�i : : :lll ::!0 1■ :ii: :1.1111' 0.ONi :l :li
•1 1 == :9.ct1 � 1;_;_.. : :1�1..._.. _ ;...:9:;1.;..9. !
®�Cml1 ® 111 �� ®ml pI�� :1 II�.mCm :loll .:01m111
11 0ea1111���� ��1: 11���C11�ii1� ®��li�ll� :1C1110:1I�1iC�11 :i!
..••• � ■.111_i_ - ■■ 111__- ..Iltt_.......t11t_... ...
I ■�111Ma0 E;;'j —E - 1110:II;; 1_i1.i1�1.111 Hill 11_mom 1■1 : : : :1C mom
:i1. 1
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MIMI11 I�il �I �1 II��L�c11!IIIJ :1a1 : : :11�: :® 11111
% Sand =
76
D16 =
% Gravel =
11
D35 =
0.128 mm
% Cobble =
12
D50 =
0.2 mm
/o Boulder =
1
D84 =
85 mm
o Bedrock =
0
D95 =
128 mm

f
1�J
u
Yadkin County, NC
100
90
80
ca
i 70
m
a�
60
50
E
j 40
30
20
10
0
Carl Shore Stream Restoration
August 2014
Pebble Count - Carl Shore Site, Riffle - X- Section # 3, STA 5 +77
Sands Gravels Cobbles Boulders Bedrock
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
% Sand =
D16 =
18 mm
% Gravel =
70
D35 =
33 mm
% Cobble =
30
D50 =
44 mm
% Boulder =
0
D84 =
80 mm
% Bedrock =
0
D95 =
95 mm

Yadkin County, NC Carl Shore Stream Restoration August 2014
® GNil 1111G®® 111e1® m�11111 ®C�71;�a'�C»CIC111M=C�11111
' G III�I�G��C�gg�gG G :III ®GC:: 111=::C111Q'I0:1111 11111
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:
GGC::Q. {�:GG��::QQ{ ® :QQ {iGQ =:L: iQ{iG:: =:LQQ {iG:'C:Q{{{
®= l!::iil ®��C:::;1� :iiilmil.ml iiiI
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■■■u— _...■■ _i__■ ■u _ . uu_■■_■■■■n_■■_■ ■ ■n
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� � �G�:OIIII ► ® ®�:�IIIIG ® ���IIIIGG : ::IIII ®:::::IiIIG:l�::�ill
% Sand =
69
D16=
0.12 mm
% Gravel =
19
D35 =
0.19 mm
% Cobble =
11
D50 =
0.25 mm
/o Boulder =
1
D84 =
45 mm
o Bedrock =
0
D95 =
127 mm

•
•
Yadkin County, NC
1il,
- 90
ca
80
c
w
70
Y
60
E
I
U 50
40
30
20
10
0
0.01
Carl Shore Stream Restoration
August 2014
Pebble Count - Carl Shore Site, Riffle - X- Section # 5, STA 10 +52
Sands Gravels Cobbles Boulders Bedrock
0.1 1 10 100
Particle Size (mm)
1000 10000
% Sand =
D16=
13 mm
% Gravel =
95
D35 =
18 mm
% Cobble =
5
D50 =
23 mm
% Boulder =
0
D84 =
40 mm
% Bedrock =
0
D95 =
64 mm

•
•
•
Yadkin County, NC Carl Shore Stream Restoration August 2014
Pebble Count - Carl Shore Site, Pool - X- Section # 6, STA 10 +90
Sands Gravels Cobbles Boulders Bedrock
100.0
90.0
CO
80.0
m
C
70.0
60.0
E
U 50.0
40.0
tcZili]
20.0
10.0
0.0 I 1 I 1 111111 1 11 111111 i I I I II11l 1 11 1 111111
0.01 0.1 1 10 100
Particle Size (mm)
% Sand =
55
D16 =
0.13 mm
% Gravel =
45
D35 =
0.23 mm
% Cobble =
D50 =
0.72 mm
% Boulder =
0
D84 =
7.9 mm
% Bedrock =
0
D95 =
14 mm
1000 10000

•
C
•
Yadkin County, NC
Carl Shore Stream Restoration
Stream Channel Classification
August 2014
Stream Name:
................. .
Carl Shore Site - Cross Section # 1, Riffle
Basin Name:
Deep Creek W/S I Drainage Area 3361 Ac. 1 3.651 S .Mi.
Location:
Yadkin County, North Carolina
GPS
36 8' 19.733" N 80 45'23.663" W
Observers:
Dennis Wiles, Leigh Calloway, K. Kroeger 8/28/2014
Bankfull WIDTH (Wbko 21 Ft.
........................................................................................:.. ................::..:........
Mean DEPTH (Ddkf) 1.02 Ft.
........................................................................:..:::.:.::::...:: :::::::::::: ::......:::::::::::
Bnkfl. X- Section AREA (bkf) 21.4 S4. Ft.
IWidth / Depth Ratio (Wbkf/ Dbkf) 20,6 1
Ma)amum DEPTH (dmbkf) 1.67 Ft.
J WIDTH of Flood -Prone Area (WfPa) 29.4 Ft. I
Entrenchment Ratio (ER) 1.4
J Channel Materials D50 115 mm. I
Water Surface SLOPE (S) 0.023 Ft. /Ft. [
:<v ...
r, :.— ..::::.:::::::.:
>.:.
Channel SINUOSITY K 1.7
Stream Tvve B3
_ N
6
% Sand
D16
66
mm
C
8
% Gravel
D35
100
mm
}?
84
% Cobble
D50
115
mm
cc
U �
2
% Boulder
D84
185
mm
Bedrock
D95
250
mm

Dennis G. Wiles
From: Walker, Jason - NRCS -CD, Yadkinville, NC Dason.walker @nc.nacdnet.net]
t Monday, November 10, 2014 8:18 AM
Kroeger, Kim - NRCS, Raleigh; NC; Dennis G. Wiles
41ject: FW: Deep Creek (UNCLASSIFIED)
FYI
- - - -- Original Message---- -
From: Gibby, Jean B SAW [ mailto :Jean.B.Gibby(@usace.army.mil]
Sent.: Thursday, November 06, 2014 10:24 AM
To: Walker, Jason - NRCS -CD, Yadkinville, NC
Subject: RE: Deep Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Jason,
Great news, I spoke with Todd yesterday and there is no need to do the longitudinal profile.
Hope this helps and if you have any additional questions, feel free to let me know.
Thanks so much and hope you have a great week!; -) Jean
-- Original Message - - - --
: Walker, Jason - NRCS -CD, Yadkinville, NC [ mailto :iason.walker(@nc.nacdnet.net]
ent: Tuesday, November 04, 2014 1:16 PM
To: Gibby, Jean B SAW
Subject: [EXTERNAL] RE: Deep Creek (UNCLASSIFIED)
Hey Jean,
I tried to call /text. Give me a call or text me when you have time to talk.
Thanks,
Jason
- - - -- Original Message---- -
From: Gibby, Jean B SAW [ mailto :Jean.B.Gibby0usace.army.mil]
Sent: Tuesday, September 30, 2014 2:51 PM
To: Walker, Jason - NRCS -CD, Yadkinville, NC
Subject: RE: Deep Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Jason,
11 in AL and will be here until 24 Oct and then have to return on 2 Nov. I am in the shop
this week and feel free to call me at 205 - 945 -7478 (direct line) -if I don't answer, just
me at 919 - 916 -9976 and I will call you back as soon as possible. My apologies for being
slack and not having gotten back with you sooner.

•
is
C�.A
Yadkin County, NC Effie G. West Stream Mitigation Site August 26, 2014
X- Section #1 - Riffle
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Se -10
Oct -11
Aug-12
Aug-13
Aug-14
Bankfull Cross - sectional Area (ftz)
17.15
16.06
12.8
14.8
12.3
Bankfull Width ft
17.65
22
16
17
22
Bankfull Mean Depth ft
0.97
0.73
0.8
0.87
0.56
Bankfull Max Depth ft
1.96
1.75
1.57
2.2
1.91
Width/Depth Ratio
18.2
30.1
20
19.5
39
Entrenchment Ratio
1.93
1.95
2.5
2.35
2.27
Stream Type
B4
B4
B5
B5
Sinuosity
1.3
1.4
1.25 1
1.3
Channel Materials D50 size in mm
25 mm
19 mm
0.7 mm 10.35
mm

•
r�
Yadkin County, NC Effie G. West Stream Mitigation Site August 26, 2014
X- Section #2 - Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep-10
11 -Oct
Aug-12
Au -13
Aug-14
Bankfull Cross - sectional Area (ftz)
16.77
11.6
18.8
16.8
16.2
Bankfull Width ft
13.89
11.5
15
12
13
Bankfull Mean Depth ft
1.21
1.01
1.25
1.4
1.25
Bankfull Max Depth ft
2.26
2.07
1.85
2.43
2.28
Width/Depth Ratio
11.45
11.4
12 1
8.6
10.4
Entrenchment Ratio
3.15
3.35
2.87 1
3.85

•
is
•
Yadkin County, NC Effie G. West Stream Mitigation Site August 26, 2014
X- Section #3 - Pool
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep -10
Oct -11
Aug -12
Aug -13
Aug -14
Bankfull Cross - sectional Area (ft')
16.77
10.8
15.6
19.5
9.6
Bankfull Width (ft)
13.89
15
15.2
15.4
14
Bankfull Mean Depth (ft)
1.21
0.72
1.03
1.27
0.69
Bankfull Max Depth (ft)
2.26
1.56
2.19
3.5
1.89
Width /Depth Ratio
11.45
20.8
14.76
12.13
20.3
Entrenchment Ratio
3.15
1.91
2.3
2.2
2.29

•
•
r�
Yadkin County, NC Effie G. West Stream Mitigation Site August 26, 2014
X- Section #4 - Riffle
Year 1
Year 2
Year 3
Year 4
Year 5
Date
Sep -10
Oct -11
Aug -12
Aug -13
Aug -14
Bankfull Cross - sectional Area (ftz)
14.58
10.03
11.4
13.9
10
Bankfull Width (ft)
16.85
12.5
13.8
11.9
12.5
Bankfull Mean Depth (ft)
0.87
0.8
0.83
1.17
0.8
Bankfull Max Depth (ft)
1.33
1.17
1.38
1.69
1.43
Width /Depth Ratio
19.4
15.6
16.6
10.2
15.6
Entrenchment Ratio
1.8
2.0
2.3
2.2
2.8
Stream Type
B4
134c
B4
C4b
Sinuousity
1.3
1.4
1.21
1.2
Channel Materials D50 size in mm
32 mm
19 mm
11 mm
10.3 mm

C�
J
•
•
Yadkin County, NC Effie G. West Stream Mitigation Site
100
c
90
80
70
c
60
> 50
12 40
E 30
L) 20
0
10
I
August 26, 2014
Effie West - Cross Section #1 - Riffle Pebble Count (8 -2014)
Canrle rravalc Cobbles Rnulrtars Rarirnck
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Effie West -Riffle Particle ii7eimml Total # % Cum_ Cumulative (finer than)
X- Section #1
Silt/Clay
<0.062
0.0
0.062
S
Very Fine
0.062 -0.125
13
13.0
0.125
A
Fine
0.125 -0.25
24
37.0
0.25
N
Medium
0.25 -0.50
22
59.0
0.5
D
Course
0.50 -1.0
13
1 72.0
1
Very Course
1.0 -2.0
7
79.0
2
Very Fine
2 -4
6
85.0
4
G
Fine
4 -5.7
3
88.0
5.7
R
Fine
5.7 -8
2
90.0
1 8
A
Medium
8 -11.3
90.0
11.3
v
Medium
11.3 -16
90.0
16
E
Course
16 -22.6
90.0
22.6
L
Course
22.6 -32
90.0
32
Very Course
32 -45
1
91.0
1 45
Very Course
45 -64
3
94.0
64
c
Small
64 -90
94.0
90
a
Small
90 -128
3
97.0
128
Large
128 -180
2
99.0
180
Lame
180 -256
99.0
256
o
Small
256 -362
1 1
100.0
362
Small
362 -512
100.0
512
Medium
512 -1024
100.0
1024
Large- Lrg
1024 -2048
100.0
2048
Bedrock 1
>2048
100.0
3000
Total 100 '

•
•
Yadkin County, NC
100
90
C
80
L 70
a�
60
50
a 40
E 30
L) 20
10
0
Effie G. West Stream Mitigation Site
August 26, 2014
Effie West - Cross Section #2 - Pool Pebble Count (8 -2014)
Sands Gravels Cobbles Boulders . Bedrock
0.01 0.1 1
Effie West -Riffle Particle
10 100
Particle Size (mm)
1000 10000
Size(mm) Tntal # % Cum Cumulative (finer than)
X- Section #2
[Silt/Clay
<0.062
0.0
0.062
S
- ,. _ -
Very Fine
0.062 -0.125
26
26.0
0.125
A
Fine
0.125 -0.25
35
61.0
0.25
N
Medium
0.25 -0.50
22
83.0
0.5
D
Course
0.50 -1.0
8
91.0
1
Very Course
1.0 -2.0
3
94.0
2
Very Fine
2 -4
2
96.0
4
G
Fine
4 -5.7
1
97.0
5.7
R
Fine
5.7 -8
97.0
8
A
Medium
8 -11.3
97.0
11.3
V
Medium
11.3 -16
97.0
16
E
Course
16 -22.6
1 97.0
22.6
L
Course
22.6 -32
97.0
32
Very Course
32 -45
97.0
45
Very Course
45 -64
97.0
64
Small
64 -90
1
98.0
90
°
a
Small
90 -128
98.0
128
Large
128 -180
2
100.0
180
Large
180 -256
100.0
256
o
Small
256 -362
100.0
362
Small
362 -512
100.0
512
°
Medium
512 -1024
100.0
1024
Lar e -Vry Lr
1024 -2048
1
100.0
2048
Bedrock
>2048 1
1
100.0
3000

•
•
�J
Yadkin County, NC
100.0
90.0
:i101
c 70.0
60.0
a� 50.0
40.0
> 30.0
20.0
E 10.0
v 0.0
Effie G. West Stream Mitigation Site
August 26, 2014
Effie West - Cross Section #3 - Pool Pebble Count (8 -2013)
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Effie West -Pod
Padicle
'•- '•=-
Total
'•-
Cumulative (finerthan
X- Section *3
-
---
c0.062
-.....
.....-
1010
-
-
-....
-....
Very Fine
1010_-_-
1010
14
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1010....
1010....
75.0
_-
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1.0 -2.0
--
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2!
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2-1
=5511591111998115=
93.0
41
G
R
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55111199
4-5.7
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99.0
5.7
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5.7 -5
1
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8 -113
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100.0
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32-45
100.0
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45-64
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64-90
100.0
90
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90 -129
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256 -362
511
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362 -512
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512 -1024
•.....�
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0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Effie West -Pod
Padicle
Size(mm)
Total
%Cum.
Cumulative (finerthan
X- Section *3
Salt Clay
c0.062
20
20.0
0.062;
S
Very Fine
0.062 -0.125
14
34.0
0.M-,.
A
N
D
Fine
0.125 -OM
21
55.0
0.25;
Medium
0-25 -0.50
20
75.0
0.51
Course
0.50 -1.0
16
91.0
1
Very Coarse
1.0 -2.0
4
95.0
2!
Vety Fine
2-1
3
93.0
41
G
R
A
Fine
4-5.7
1
99.0
5.7
Fine
5.7 -5
1
100.0
8
Mednnn
8 -113
100.0
11.3:
V
E
L
\tedium
11.3 -16
100.0
16;
Course
16 -22.6
100.0
22.6;
Course
22.6 -32
100.0
321
VeryCoarse
32-45
100.0
45!
Very Coarse
45-64
100 -0
641
c
e
a
Small
64-90
100.0
90
Small
90 -129
100.0
1281.
Large
125 -180
100.0
1801
Large
180 -256
100.0
2561
o
Small
256 -362
100.0
3621
U
i
0
Small
362 -512
100.0
512;
Medium
512 -1024
100.0
1024'
LergeNryLrg
1024 -2048
100.0
2048;
Bedrock
>2049
100.0
3000;

•
Yadkin County, NC Effie G. West Stream Mitigation Site
100.0
meoilillJ
80.0
a, 70.0
c
;NV
STI
50.0
r
40.0
30.0
v 20.0
10.0
0.0
August 26, 2014
Effie West - Cross Section #4 - Riffle Pebble Count (8 -2014)
Sands Gravels Cobbles Boulders Bedrock
0.01 0.1 1 Particle gize (mm)' 00 1000 10000
Effie West-Riffle
Particle
Size mm
Total #
% Cum.
Cumulative (finer than)
X- Section # 4
Silt/Clay
<0.062
0.0
0.062
s
Very Fine
0.062 -0.125
21
21.0
0.125
A
Fine
0.125 -0.25
20
41.0
0.25
N
Medium
0.25 -0.50
2
43.0
0.5
D
Course
0.50 -1.0
43.0
1
Very Course
1.0 -2.0
43.0
2
Very Fine
2 -4
43.0
4
G
Fine
4 -5.7
43.0
1 5.7
R
Fine
5.7 -8
2
45.0
8
A
Medium
8 -11.3
1
46.0
11.3
V
Medium
11.3 -16
4
50.0
16
E
Course
16 -2216
50.0
22.6
L
Course
22.6 -32
1
51.0
32
Very Course
32 -45
1
1 52.0
45
Very Course
45 -64
8
60.0
64
Small
64 -90
15
75.0
90
0
a
Small
90 -128
16
91.0
128
Large
128 -180
6
97.0
180
Large
180 -256
3
100.0
256
o
Small
256 -362
100.0
362
Small
362 -512
100.0
512
Medium
512 -1024
100.0
1024
Large- Lrg
1024 -2048
100.0
2048
Bedrock
>2048
100.0
3000

•
•
Elevation in feet
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w w w w w 00 w w w w LD ID ID
N N W A Vt m V w l0 O N N W
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Yadkin County, NC Effie G. West Stream Enhancement Site September 3, 2014
}J
N
43i
% Sand
D16
0.1
mm
cc
17
% Gravel
D35
10.3
mm
C
40
% Cobble
D50
16
mm
0
% Boulder
D84
120
mm
V
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Bedrock
D95
170
mm
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