20140832 Ver 1_401 Application_20140814

CONFLUENCE
ENGINEERING
16 Broad Street
Asheville, NC 28801
828.255.5530
July 31, 2014
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
Subject: NWP Application
Cartoogechaye Creek Restoration Project
Macon County, North Carolina
Dear Ms. Higgins:
Enclosed please find five copies of a PCN with design plans, an agent authorization letter and
supporting data for a proposed restoration project on Cartoogechaye Creek. A check for the review fee
is stapled to this cover letter.
If you have any questions, please call me at (828) 255 -5530, extension 19.
Sincerely,
Confluence Engineering, PC
al_,�gd
Andrew Bick, PE
Principal
Enclosures

aF WATF9 2 0 1 4 0 8 3 2
Ora pG Office Use Only:
y Corps action ID no.
o r DWQ project no.
Form Version 1.3 Dec 10 200
Page l of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number-
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only
❑ Yes
for Corps Permit:
® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g-
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Cartoogechaye Creek Restoration Project
2b.
County:
Macon
2c.
Nearest municipality / town:
Franklin
2d.
Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Killian Family Farm, Inc.
3b.
Deed Book and Page No.
73/17 AUG
IMAW"A'd--oft
0 4
3c.
Responsible Party (for LLC if
applicable):
Sallie Killian p
3d.
Street address:
PO Box 435
r Branch
3e.
City, state, zip:
Franklin, NC 28744
3f.
Telephone no.:
3g.
Fax no.:
n/a
3h.
Email address:
n/a
Page l of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify
4b
Name
Charles Anderson
4c
Business name
(if applicable)
Resource Institute, Inc
4d
Street address
2714 Henning Dr
4e
City, state, zip
Winston- Salem, NC 27106
4f
Telephone no
828 - 244 -0629
4g
Fax no
4h
Email address
canderson @resourceinstituteinc org
5.
Agent/Consultant Information (if applicable)
5a
Name
Andrew Bick
5b
Business name
(if applicable)
Confluence Engineering, PC
5c
Street address
16 Broad Street
5d
City, state, zip
Asheville, NC 28801
5e
Telephone, no
828 255 5530
5f
Fax no
828 - 505 -8300
5g
Email address
and rew @confluence -eng com
Page 2 of 11
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
6553787760
Latitude 35140858 Longitude -
1 b Site coordinates (in decimal degrees)
83 487083
(DD DDDDDD) ( -DD DDDDDD)
1c Property size
248 3 acres
2. Surface Waters
2a Nam&of nearest body of water (stream, river, etc ) to
Cartoogechaye Creek
proposed project
2b Water Quality Classification of nearest receiving`water
C, Tr
2c River basin
Little Tennessee
3. Project Description
3a Describe the existing conditions on the site and the general land use in'the vicinity of the project at the time of'this
application
Cartoogechaye Creek at the downstream end of the project reach drains about 23 square miles of mixed forest, pasture
and low density residential land uses The 3,740 -LF project-reach is suffering from bank erosion and mid- channel
sediment deposition The primary cause of the,channel instability appears,to be the removal of woody vegetation from
the,banks Both banks of'the creek are actively farmed in row, crops A previous channel stabilization project was
undertaken in the mid- 1990's and remnants of this earlier work are visible in some place
3b List.the total estimated acreage of all existing wetlands on the property
7 (prior converted)
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
6,700 LF
3d Explain the purpose of the proposed project
The purpose of the project,is to stabilize the�eroding banks and creek bed, thereby protecting adjacent land and reducing
the amount of fine sediment pollution and protecting downstream aquatic habitats
3e Describe the overall project in detail, including the'type of equipment to be used
The project will involve sloping banks and creating floodplain benches where appropriate In- stream boulder vanes will
be constructed in the creek bed to direct to flows to the center of the channel, help prevent the formation of mid- channel
bars, and encourage pool'formation for habitat enhancement Constructed riffles will help set grades Graded banks will
be seeded with temporary and permanent,(native) seed mixes, covered with coir matting and live staked with native
woody species Bioengineering measures such as brush mattresses will be'installed in high stress bank areas
Conventional construction equipment will be used, including excavators, dump trucks and assorted hand,tools Given'the
large base flow discharge, a pump- around flow diversion is not practical Measures will be taken to limit the amount of
construction traffic in the stream, but some in- stream equipment access will be necessary to construct the measures
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes [:1 No ®Unknown
project (including all prior phases) in the past?
Comments
4b If'the Corps made the 'jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d Wyes', list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Page 3 of 11
PCN Form — Version,1 3 December 10, 2008 Version

5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b If yes, explain in detail according to "help file" instructions
Stream stabilization project undertaken on portion of the reach in the mid- 1990's
6. Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes, explain
Page 4 of 11
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections'were completed below for your project (check all that apply)
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Tem ora ' T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ 'DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
El Yes
El Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
'2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for,all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
51 ® P ❑ T
Bank Stabilization
Cartoogechaye
Creek
® PER
❑ INT
® Corps
® DWQ
45
2740
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑, PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
85 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
2740
3i Comments
Page 5 of 11
PCN Form — Version 1 3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) -or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f- Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer„ then complete the chart below If yes, then individually list,all buffer impacts
below If any impacts require mite ation,'then you MUST fill out Section D of,this form
6a.
❑ Neuse ❑Tar- Pamlico ❑Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired,
_
B1 ❑ P [:IT
❑'Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P'❑ `T
❑ Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6 of 11
PCN Form — Version 1 3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project represents a long -term benefit'to the creek and larger Little Tennessee watershed by stabilizing an eroding banks,
enhancing agautic habitats, and reducing fine sediment'inputs Construction phase best management practices will help
minimize the short-term impacts, as described in below
1 b Specifically describe measures taken to avoid or minimize the proposed'impacts through construction techniques
The will begin only after all materials are stockpiled nearby Equipment access across the creek will be provided' by a stone
ford to limit disturbance to banks and bed Equipment,will operate from the top of bank'to the extent feasible, but some in-
stream equipment access will be necessary to install the restoration measures The contract documents will require well-
maintained and functioning equipment and daily checks for leaks An emergency spill plan will also be required
2. Compensatory Mitigation for Impacts to Waters of °the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
projects
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter,)
Type
Quantity
3c Comments"
4. Complete if'Making a Payment,to In -lieu Fee�Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee, Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square,feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g 'If'buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 8 of 11
PCN Form — Version 1 3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
"1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
n/a %
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
Project does not constitute development
or an increase in impervious area
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Govern ment,Stormwater Review
3a
In which local government's jurisdiction is this project?
n/a
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter -)
❑ Yes ® No
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules, (1`5A,NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes ® No
2c
Ifyou answered "yes" to one or both�of the above questions, provide an,explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past�and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could. impact nearby downstream water quality?
3b
If you answered "yes" to the'above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Page 10 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a: Will this project occur in or near an area with federally protected species or
O Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c If'yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
® Asheville
5d., What data sources did'you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Consultation'with Bryan Tompkins of USFWS on July 10, 2014, with follow up correspondence
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
I ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Habitat Conservation Mapping Tool
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this projectoccur In or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
®'Yes ❑ No
status (e.g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sourcesAid you use to determine whether your site would impact,historic -or archeological resources?
NRCS Cultural Resources Review was,completed in-spring 2014 and NRCS personnel indicated'the project could ,move
forward as planned but that construction,should be halted and NRCS Cultural Resouces personnel notified if artifacts are
discovered.
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b 'If yes, explain how project meets FEMA requirements: a flood study'is underway
8c. What source(s) did you use to make the,floodplain determination? www ncfloodmaps:com website
Andrew Bick
7 h9t
Applicant/Agent's Printed Name
Date
Applicant/Agent's- Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Cartoogechaye Creek Restoration Project
Supporting Information
CONFLUENCE
ENGINEERING
16 Broad Street
Asheville, NC 28801
828.255.5530

X
Wayah Creek watershed
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not included in project reach
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River Name: cartoogechaye
Reach Name: Reach 1
Sample Name: lateral bar near sta 12 +50
Survey Date: 12/12/2013
SIEVE (mm) NET WT
125
6123
106
1891
75
4578
53
2828
31.5
1671
16
3775
8
1764
4
921.2
2
668.9
PAN
1740.6
D16 (mm)
17.4
D35 (mm)
63.51
D50 (mm)
99.5
D84 (mm)
146.54
D95 (mm)
155.79
D100 (mm)
160
Silt /Clay (%)
0
Sand (%)
5.12
Gravel (%)
30.42
Cobble (%)
64.45
Boulder (%)
0
Bedrock (%)
0
Total weight = 33974.7000.
Largest surface Particles:
Size(mm) weight
Particle 1: 160 6123
Particle 2: 100 1891

River Name: cartoogechaye
Reach Name: Reach 1
Sample Name: zigzag at riffle sta 12 +50
Survey Date: 12/06/2013
Size (mm)
TOT # ITEM % cum
0 - 0.062
0
0.00
0.00
0.062 - 0.125
0
0.00
0.00
0.125 - 0.25
0
0.00
0.00
0.25 - 0.50
0
0.00
0.00
0.50 - 1.0
0
0.00
0.00
1.0 - 2.0
4
3.92
3.92
2.0 - 4.0
3
2.94
6.,86
4.0 - 5.7
0
0.00
6.86
5.7 - 8.0
0
0.00
6.86
8.0 - 11.3
0
0.00
6.86
11.3 - 16:0
1
0.98
7.84
16.0 - 22.6
6
5.88
13.73
22.6 - 32.0
8
7.84
21.57
32 - 45
20
19.61
41.18
45 - 64
25
24.51
65.69
64 - 90
20
19.61
85.29
90 - 128
13
12.75
98.04
128 - 180
1
0.98
99.02
180 - 256
1
0.98
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
,1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
25.32
D35 ,(mm)
40.9
D50, (mm)
51.84
084 (mm)
88.29
D95 (mm)
118.94
D100 (mm)
255.99
Silt/clay ( %)
0
sand (%)
3.92
Gravel (%)
61.77
cobble (%)
34.31
Boulder (%)
0
Bedrock (%)
0
Total Particles = 102.

River Name: cartoogechaye
Reach Name: Reach 1
Sample Name: pt bar near 3800
Survey Date: 05/14/2014
SIEVE (mm) NET WT
90
2885
63
2225
45
1415
31.5
1889
16
2567
8
615
4
3,8 7.4
2
312.9
PAN
1675.8
D16 (mm)
12.18
D35 (mm)
33.94
D50 (mm)
57.48
D84 (mm)
105.98
D95 (mm)
115.62
D100 (mm)
120
silt /Clay (%)
0
Sand ( %)
9.94
Gravel ( %)
43.21
Cobble ( %)
46.85
Boulder (%)
0
Bedrock (%)
0
Total weight = 16857.1000.
Largest Surface Particles:
Size(mm) weight
Particle 1: 120 1667
Particle 2: 100 1218

River Name: cartoogechaye
Reach Name:, Reach 1
Sample Name,: pt bar near 39 +00
Survey Date: 05/14/2014
SIEVE ('mm)
lZRO WTAN
63
2564
4,5
929
31.5
1976
16
3197
8
1120
4
650.4
2
379.9
PAN
1930.8
D16 (mm)
3.78
D35 (mm)
20.28
D50 (mm)
30.6
D84 (mm)
70.36
D95 (mm)
76.99
D100 (mm)l
80
Silt /Clay ( %)
0
Sand (%)
13.61
Gravel ( %)
60.04
Cobble ( %)
26.34
Boulder (%)
0
Bedrock (%)
0
Total weight = 14183.1000.
Largest Surface Particles:
Size(mm) weight
Particle '1: 80 434
Particle 2: 75 1002

River Name: cartoogechaye
Reach Name: Reach 1
Sample Name: zigzag near sta 38 +00
Survey Date: 05/02/2014
Size (mm)
TOT # ITEM % CUM
0 - 0.062
0
0.00
0.00
0.062 - 0.125
0
0.00
0.00
0.125 - 0.25_
0
0.00
0.00
0.25 - 0.50
0
0.00
0.00
0.50 - 1.0
0
0.00
0.00
1.0 - 2.0
0
0.00
0.00
2.0 - 4.0
0
0.00
0.00
4.0 - 5.7
0
0.00
0.00
5.7 - 8.0
0
0.00
0.00
8.0 - 11.3
0
0.00
0.00
11.3 - 16.0
1
1.00
1.00
16.0 - 22.6
8
8.00
9.00
22.6 - 32.0
14
14.00
23.00
32 - 45
19
19.00
42.00
45 - 64
25
25.00
67.00
64 - 90
24
24.00
91.00
90 - 128
6
6.00
97.00
128 - 180
2'
2.00
99.00
180 - Z56
1
1.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
27.3
D35 (mm)
40.21
D50 (mm)
51.08
D84 (mm)
82.42
D95 (mm)
115.33
D100 (mm)
255.99
Silt /Clay (%)
0
Sand A)
0
Gravel (%)
67
Cobble (%)
33
Boulder A)
0
Bedrock A)
0
Total Particles = 100.

River Name: cartoogechaye
Reach Name: Reach 1
Sample Name: mid channel bar upstream setser
Survey Date: 05/29/2014
SIEVE (mm)
NET WT
125
4173
106
672
75
2,486
53
2305
31f. 5
1462
16
2255
8
498
4
266.5
2
225.5
PAN
1354.3
D16 (mm)
22.48
D35 (mm)
63.77
D50 (mm)
98.75
D84 (mm)
134.53
D95 (mm)
138.29
D100 (mm)
140
Silt /Clay (%)
0
Sand M
6.59
Gravel ( %)
29.01
Cobble (%)
64.4
Boulder (%)
0
Bedrock (%)
0
Total weight = 20542.3000.
Largest surface Particles:
Size(mm) weight
Particle 1: 140 4173
Particle '2: 96 672

River Name: cartoogechaye
Reach Name: Reach 1
sample Name: zigzag at ref riffle us setser
Survey Date: 05/29/2014
Size (mm)
TOT # ITEM % CUM
0 - 0.062
0
0.00
0.00
0.062 - 0.125
0
0.00
0.00
0.125 - 0.25
0
0.00
0.00
0.25 - 0.50
3
2.70
2.70
0.50 - 1.0
1
0.90
3.60
1.0 - 2.0
0
0.00
3.60
2.0 - 4.0
2
1.80
5.41
4.0 - 5.7
0
0.00
5.41
5.7 - 8.0
2
1.80
7.21
8.0 - 11.3
2
1.80
9.01
11.3 - 16.0
4
3.60
12.61
16.0 - 22.6
13
11.71
24.32
22.6 - 32.0
12
10.81
35.14
32 - 45
20
18.02
53.15
45 - 64
17
15.32
68.47
6'4 -90
14
12.61
81.08
90,- 128
10
9.01
90.09
128 - 180
8
7.21
97.30
180 - 256
2
1.80
99.10
2,56 - 362
1
0.90
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
10'24 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
17.91
D35 (mm)
31.88
D50 (mm)
42.73
D84, (mm)
102.32
05 (mm)
163.41
D100 (mm)
361.99
Silt /Clay (%)
0
sand (%)
3.6
Gravel ( %)
64.87
Cobble (%)
30.63
Boulder (%)
0.9
Bedrock (%)
0
Total Particles = 111.

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Cartoogechaye Stage -Shear Comparison
1
0.8
Ref Riffle
a
0.6 Supply Riffle
d
L XS2 (overwide)
N
0.4 XS5 (overwide)
Design Riffle
0.2
0
0 1 2 3 4 S 6 7 8
Stage (ft)
Confluence Engineering, PC
7/1/2014
Cartoogechaye Discharge -Shear Comparison
1.2
—
1
0.8
Ref Riffle
a
0.6
Supply Riffle
a
s
N
XS2 (overwide)
0.4
_XS5
(overwide)
Design Riffle
0.2
0
0 500 1000 1500 2000 2500
Discharge (cfs)
Confluence Engineering, PC
7/1/2014

Cartoogechaye Stage -Unit Stream Power
Comparison
7
6'
u
a
5
d
4 Ref Riffle
c Supply Riffle
CL
E 3 _XS2 (overwide)
d
H XS5 (overwide)
2
Design Riffle
1
0
0 1 2 3 4 5 6 7 8
Stage (ft)
Cartoogechaye Discharge -Unit Stream Power
Comparison
7-
6
u
N
5
4 Supply Riffle
e _XS2 (overwide)
a
E 3 _XS5 (overwide)
a
N Design Riffle
& 2
Ref Riffle
1
0 Ar
0 500 1000 1500 2000 2500
Discharge (cfs)
Confluence Engineering, PC
7/1/2014

Cartoogechaye Creek Restoration Project
Representative Photographs
Bank Erosion, Sta 11 +50
Bank Erosion, Sta 15 +50
Debris and Erosion, Sta 23 +50
Bank Erosion, Sta. 34 +00
Bank Erosion and Mid - Channel Deposits, Sta. 38 +00
Bank Erosion, Sta. 41 +00
Confluence Engineering, PC
July 2014

II Mu
1�tream
kq oupx 7nstitirte (%' is 4 n
individual in carrying out' irojeats Ao
economic` development; ;R I can assist
]united to fiend-raising, �adtainisteruig
aomplete'alproject. kRl.has recez}tly adol
Stream Initiative to heip karmers and
negatively affecting'them tluough loss ai
a stri awand degraded ac&AL habitat. 7
for assistance through , SD,k% C
agreementicontract for,assista�nee with U.'
the funding, for, the clesigii! eo iistrvction,
sites with currenf EQTP prdgiam agreeme
RI will assist the farn er/landown
contracting £oxr .the requ43e_ d design; pl
enhancement practices on, site, as W
R-Ps objective `'isAb help add[ s current ,
be,guaranteed for.acts of na a related ti
Districts and the £arniier/land= er to hel;
7n providing gerv�c s to the
xestorat16n/stabiliz4oia Ac ti ties, to',be 1
items:
i . The farmer/land6wrier l will all6W
reStoration/stabilfi o� sucb as ;
Rl,and its agents.
2, -Earmer/1_aadowner *il foilow the
MRCS_
3, Farmer/landowner wit provide RJ
purpose of allowing RI to ;share w
matching do s., 1 `
4: RI will serve s the
fw6cial =Mans
5. Rl;%411pro�ide proj' Doti man$g*e,.
bidding and cc'�ntrac�n of pro' ect
6., TtI will work *ith f _ 'ers /landOW
and payment s�elied�le gates.
Agreement
for
Project
irofit organization. tiff assign organizations 0'a
ecUnatural And humaia fbsburces while pr91110On9
L pr6jects m, a variety of ways; including, biit riot
eat funds, and eontr4dtini., for 'service "s needed to
:a project referred -to as tli6' ;GVestem North Carolina
[downers address eroding stream banks ,that, ate
iperty,, hazards for Iivestoc sedirr ent�transpor•t into
'...
farmer/lando�wner h.a� eitl er-initiated an application
P,QIP program ox has alr-eadY signed an
►/NRCS's EQIP�p_ rogram. ;,Pj's ;rdl+e is to,help attain
rsighh and unmet construction needs .of the work for
contracts'th ough USDA/NRCS.
by helping to, address issues related to managing and
Wing; perimtting anal eonstr fetion work =for stream
as necessary structure, wo*- and bank stabilization.
ter, quality degradation issues; however, work cannot
load events. RI is working �vrth MRCS, Conservation
educe,those impacts as much as possible.
Mdownei on this ct of land for. stream
;d we thereby mui�t I y 'agree to the following
s
uad egress for all activities related to the stream
engine ring, construction, Imonitwink, etc. for
'ual_guidarice.in "the Eqr program with USDA,
ith a.copy'of tthe!XRCS.EQXP contract, for,the
RI's,other'funders in an eft -to help obtain
r -'for all ftwds related to the,streagi
eived for the project.
3ervieesSuc as, obtaining the technical resouroes,
:merits, and project construction oversight.
s to resolve,d&feirces betweerl,consti-uction,costs

• ,, C
Signature Sheet:
Stream Restoration Proket Agree lie ' Letter
CON
County S ' "am Length t i StrcanlName
CVY � j
Farmer/landowner Print N e an Tf ig
!Farmer/landowner Signature and
Date
Email Address
i
Phone Number 1
I
Resource Institute IncorQO;rated
Chairman, Reso rce Insti to RC 'D, L
1
Drite,
i H
1 ;
i t
i
t i {

AGENT AUTHORIZATION FORM
FOR WNCSI STREAM PROJECTS
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 6553787760
STREET ADDRESS: 248 -acre parcel bisected by Carton ecchaye Creek between Setser Road and
the confluence with Wayah Creek.
Please print:
Property Owner,: Killian Family Farm, Inc.
Property Owner: c/o Sallie Killian
The property owners above have entered into a Memorandum of Understanding with Resource
Institute, Inc. that authorizes the activities proposed on the subject property (see attached for
reference). As an authorized representative, of (Resource Institute, I do hereby authorize
Andrew Bick, PE , of Confluence Engineering, PC
(Contractor / Agent) (Name of consulting firm)
to act on behalf of Resource Institute and take all actions necessary for the processing, issuance
and acceptance,of this permit or certification and any and all standard and special conditions
attached.
Resource Institute's Address:
2714 Henning Drive, Winston - Salem, NC 27106
Telephone: (336)- 750 -0522
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
,994_�
Authorized Signature Authorized Signature
Date: —1 °8 CU` J q Date:

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KILLIAN FARM CONFLUENCE '
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Q N o MACON COUNTY, NC } 5(:)yU;_KCE DESCRIPTION DATE APP.
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confluence-eng com REVISIONS

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