20141149 Ver 2_401 Application_20170517

Mr. Mac Haupt
NCDWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Natural Resource
Restoration & Conseivation
Cl
May 23, 2017 1
MAY 2 5 2017. I
Re: Application for Section 401 Water Quality Certification for the Motes Creek Bank Site, part of the
Cape Fear 02 Umbrella Mitigation Bank, Alamance County, NC (SAW -2015-01696)
Dear Mac:
Restoration Systems, LLC proposes the Motes Creek Bank Site (Site) for inclusion into the Cape Fear 02
Umbrella Mitigation Bank. The Site is located approximately 8 miles southeast of Burlington, NC. The
Site encompasses 19.1 acres of land located south of Mount Willen Road, approximately 2,300 feet east of
the intersection of Mount Willen Road and NC Highway 54 (Figure 1). Information within this package
has been prepared to support the application for authorization of impacts under Nationwide Permit (NWT)
27 (Aquatic Habitat Restoration, Establishment and Enhancement Activities), along with the associated
N.C. Division of Water Resources (NCDWR) Water Quality General Certification 3885.
Project Description
The Site is characterized by disturbed forest and agricultural land used for livestock grazing and hay
production. Currently, the Site includes approximately 4,864 linear feet of perennial and intermittent
stream channels, which are accessible by livestock, cleared of forest vegetation, and receive nonpoint
source inputs including agricultural chemicals and livestock waste. In addition, Site floodplains are
characterized by 1.14 acres of hydric soil (0.44 acre of disturbed wetland and 0.70 acre of drained hydric
soil). The main hydrologic features include Motes Creek, three unnamed tributaries (UT) to Motes Creek,
and adjacent floodplains.
Stream and wetland mitigation activities at the Site involve stream restoration, stream enhancement (Level
I and II), wetland restoration, and wetland enhancement. Stream and wetland mitigation are expected to
result in approximately 5,965 linear feet of stream channel and 1.14 acres of jurisdictional wetland which
will generate 5,345 Stream Mitigation Units and 0.92 Riparian Wetland Mitigation Units.
Site water resources are located within U.S. Geological Survey (USGS) Hydrologic Unit (HU) 03030002
(NCDWR sub -basin 03-06-04 of the Cape Fear River basin). Jurisdictional surface waters, wetlands, and
riparian buffers are anticipated to be impacted by project activities. Surface waters impacted by the project
drain to Motes Creek, which has been assigned a Best Usage Classification of C with the supplemental
classification of Nutrient Sensitive Waters (NSW), and has been assigned a Stream Index Number of 16-
25. Motes Creek is not listed on the North Carolina 2014 Final 303(d) List of Impaired Waters.

The Site was visited and the jurisdictional area delineation was approved by Dave Bailey on July 24, 2015.
Written concurrence, dated September 22, 2015, in the form of a "Notification of Jurisdictional
Determination" is included with this letter.
Attached to this letter are the following items.
• Pre -Construction Notification (PCN) Form
• Figure 1. Project Location Map
• Figure 2. Jurisdictional Areas and Jurisdictional Area Impact Location Map
• Notification of Jurisdictional Determination
• A CD with digital files (in PDF format) of all information listed above, and
o Construction Plans — Signed and Sealed
Based upon Design Plans, the excavation of channel on new location is anticipated to impact a total of 0.07
acre of jurisdictional wetlands, with temporary impacts to 4,864 feet of jurisdictional stream. The project is
expected to restore 0.7 acre of jurisdictional wetlands, enhance 0.44 acre of jurisdictional wetlands through
removal of cattle, reconnecting streams with the floodplains and supplemental planting. In addition, the
project is expected to restore/enhance 5,965 feet of stream. Tables 1 and 2 below and the attached Permit
Impact Summary Sheets detail the total impacts to jurisdictional areas. Impact sites are depicted on the
attached permit drawings (Figure 2 Jurisdictional Areas and Jurisdictional Area Impact Locations).

Table 1. Total Stream and Wetland Impacts
Note: Streams include Motes Creek and unnamed tributaries UTs to Motes Creek.
Table 2. Riparian Buffer Impacts
Impact
Reason for
Stream Name
Mitigation
Wetlan
Zone 2 Impact
Site
AveragPER
Stream
Impact
Type of
Type of
Foreste
d
Stream
a
Impact
Number
Impact
Wetland
d
Impacts
Name
or
Stream
Length
Total
(acres)
INT
Width
(feet)
(feet)
LB
Excavation
Headwater
No
0.03
--
--
--
--
PA
Excavation
Bottomlan
No
0.02
--
--
--
dHWD
SH
Excavation
Headwater
No
0.01
--
--
--
--
SG
Excavation
Headwater
No
0.01
--
--
--
--
SD
Excavation
Headwater
No
0.0005
--
--
--
--
S1
Relocation
--
--
--
Motes
PER
6
1,905
Cr
S2
Relocation
--
--
--
UT 1
PER
4
143
S3
Stabilize
--
--
--
UT 1
PER
4
259
S4
Relocation
--
--
--
UT 2
PER
3
1,481
S5
Stabilize
--
--
--
UT 2
PER
3
594
S6
Relocation
--
--
--
UT 3
PER
3
482
Total
--
--
0.07
--
--
4,864
Note: Streams include Motes Creek and unnamed tributaries UTs to Motes Creek.
Table 2. Riparian Buffer Impacts
Impact
Reason for
Stream Name
Mitigation
Zone 1
Zone 2 Impact
Site
Impact
Required
Impact (ft s)
(ft sq)
Restoration/
Motes Cr and
B1
Enhancement
UTs 1-3 to
No
341,225
213,052.0
Motes Creek
Total
1 341,225
213,052.0
Again, Restoration Systems is requesting authorization for Section 404 jurisdictional area impacts
associated with Motes Creek Bank Site construction under NWP 27 (Aquatic Habitat Restoration,
Establishment and Enhancement Activities) and 401 Certification due to the stream and wetland
restoration and enhancement activities. Thank you for your time and consideration of this important
project. If you have any questions regarding this request, please contact project manager Worth Creech at
919-389-3888 or at worth.( restorationsystems.com.
Sincerely,
1p -
Worth Creech
Project Manager
Pilot \fill • 1101 Haj -nes St., Scute 211 • Raleigh, NC 2-604 • xy-�x-v.restorationsti-stems.com • Phone [phone] • Fax [phone]

o(�joF�w�arF9�G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X 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?
X❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Motes Creek Bank Site
2b.
County:
Alamance
2c.
Nearest municipality / town:
Haw River
2d.
Subdivision name:
--
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Sylvia Harrell Dodson
3b.
Deed Book and Page No.
Book 417 Page 818
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3331 Mt. Willen Rd
3e.
City, state, zip:
Haw River, NC 27158
3f.
Telephone no.:
-
3g.
Fax no.:
-
3h.
Email address:
-
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
Worth Creech
4c. Business name
(if applicable):
Restoration Systems, LLC
4d.
Street address:
1101 Haynes Street, Suite 211
4e.
City, state, zip:
Raleigh, NC 27604
4f.
Telephone no.:
919-755-9490
4g. Fax no.:
919-755-9492
4h.
Email address:
Worth restorationsystems.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Worth Creech
5b. Business name
(if applicable):
Restoration Systems, LLC
5c.
Street address:
1101 Haynes Street, Suite 211
5d. City, state, zip:
Raleigh, NC 27604
5e. Telephone no.:
919-755-9490
5f.
Fax no.:
919-755-9492
5g.
Email address:
Worth restorationsystems.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 1162397
1b. Site coordinates (in decimal degrees):
ILatitude: 35.990932 Longitude: -79.284956
1 c. Property size:
19.1 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Motes Creek
2b. Water Quality Classification of nearest receiving water:
C, NSW
2c. River basin:
Cape Fear
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:
Surrounding area land use is primarily agricultural, with some low-density residential housing. Onsite land use is characterized by disturbed forest,
hay fields, and livestock pasture. Riparian zones and wetland areas are primarily composed of herbaceous vegetation that is sparse and disturbed
due to livestock grazing, bush hogging, and regular maintenance activities.
3b. List the total estimated acreage of all existing wetlands on the property: 0.49
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,864
3d. Explain the purpose of the proposed project:
The proposed project is intended to restore 4879 linear feet of stream channels, enhance (level 1) 689 linear feet of stream channels, enhance (level II)
D
3e. Describe the overall project in detail, including the type of equipment to be used:
A detailed description of proposed activities is provided in the attached Mitigation Plan. The project will be completed with standard earth -moving equip
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): W. Grant Lewis
Agency/Consultant Company:
Other: Axiom Environmental, Inc.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Site visit on July 24, 2015.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X 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 impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
T
—Temporary
LB P
Excavation
Headwater Wetland
No
Corps
0.03
PA P
Excavation
Bottomland Hardwood Forest
No
Corps
0.02
SH P
Excavation
Headwater Wetland
No
Corps
0.01
SG P
Excavation
Headwater Wetland
No
Corps
0.01
SD P
Excavation
Headwater Wetland
No
Corps
0.0005
--
Choose one
Choose one
yes/No
2g. Total Wetland Impacts:
0.07
2h. Comments:
Permanent impacts to five (5) small wetland areas are anticipated by construction of proposed stream channels for a total of 0.07 acre. Impacts to all
remaining on-site wetlands are limited to enhancement activities including invasive species removal and planting with native forest species.
Jurisdictional wetland areas will be avoided to the maximum extent practicable; however, some encroachment will be necessary during project
construction. Construction -related impacts will be temporary and all areas will be restored to pre -project elevations and planted appropriately.
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 (PER) or Type of Average Impact
number
intermittent (INT)? jurisdiction stream length
Permanent (P) or
width (linear
Temporary (T)
(feet) feet)
S1 P Relocation Motes Creek
PER Corps 6 1,905
S2 P Relocation UT1 to Motes Creek
PER Corps 4 143
S3 P Stabilization UT1 to Motes Creek
PER Corps 4 259
S4 P Relocation UT2 to Motes Creek
PER Corps 3 1,481
S5 P Stabilization UT2 to Motes Creek
PER Corps 3 594
S6 P Relocation UT3 to Motes Creek
PER Corps 3 482
3h. Total stream and tributary impacts 4,864
3i. Comments:
Project activities include restoration of 4,879 linear feet, enhancement (level 1) of 689 linear feet, and enhancement (level II) of 397 linear feet of
existing stream channels. No impacts are anticipated in conjunction with Enhancement (level II) activities. Please see the attached Mitigation Plan.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. 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 mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑X Other: Jordan Lake
6b. 6c.
Buffer Impact Reason for impact
number —
Permanent (P) or
Temporary T
6d. 6e.
Stream name Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 P Restoration/Enhancement
Motes Creek and UTs 1-3 to Motes Creek No
341,225
213,052.5
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
341,225
213,052.5
6i. Comments: All impacts to riparian buffers involve planting with native vegetation and removal of invasive species. No impervious surface is
created and all buffers are being converted from active pasture land to a wooded riparian buffer consisting of native vegetation.
Page 5 of 10

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.
This is a stream and wetland mitigation project. As a result, avoidance and minimization were not part of the original design planning. The proposed
project is anticipated to increase the function and length/area of jurisdictional stream and wetlands.
1 b. Specifically describe measures taken to avgid or minimize the proposed impacts through construction techniques.
The only activities that will take place within the stream are filling and stabilization of banks, placement of channel bed material, and the installation of
cross vanes and drop structures. No machinery will be driven within existing stream channels or jurisdictional wetland areas. If water is present,
channels will be temporarily dewatered and all work will be performed in the dry. Impacts to jurisdictional areas are designed to benefit hydrology and
vegetative communities.
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 ❑X 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
project?
❑ Mitigation bank
❑ 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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: Choose one
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 6 of 10
PCN Form — Version 1.4 January 2009

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
Yes X No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
o
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).
NA.
6h. Comments:
Page 7 of 10

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
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
One structural BMP (marsh treatment area) is proposed where a drainage enters the project prior to
Please Mitigation Plan 6B, Restoration Plan).
❑X Yes ❑ NO
entering surface waters. see the attached (Figure
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No impervious surfaces will be generated by the proposed project. On-site stormwater will be treated by a marsh treatment area or flow through
vegetated riparian buffers prior to flowing into surface waters.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
NA
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El 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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. 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
El 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
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
E] Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ❑X No
2c. If you 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 ❑X 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.
NA - No sewage will be generated by the proposed project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS county -wide list of Threatened and Endangered species in North Carolina indicates that there are no federally protected species or critical
habitat present within Alamance County.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries Essential Fish Habitat Mapper v2.0 (online)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Department of Cultural Resources, State Historic Preservation Office HPOWEB online mapping tool.
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program (DFIRM panel 9881) and coordination with the the National Flood Insurance Program.
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2015-016% County: Alamance U.S.G.S. Quad: NC-SAXAPAHAW
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Interested Part Re.turation Systems, LLC Agent: Axiom Environmental, Inc.
atrn: John Prever attn: Grant Lewis
Address. 1101 llavnes Street. Suite 107 Address: 218 Snow Avenue
&leivh, NC 27604 Raleieh, NC 27603
Size (acres) —19 Nearest Town Sn(o%% ( amP
Nearest Waterway Motes Creek River Basin I l_x«
USGS RUC300 30002 Coordinates 35.989085 N. -79.284057 %N
Location description: The site is located on the south side of Mt. Willen Road, atnnro-imately 0.25 mile west of its
intersection with Dodsone Lane, in Snow Camn, Alamance County, North Carolina. The Proiect Area is shown as the
"Motes Creek Stream and Wetland Restoration Site Easement" an the attached map labeled Fi¢ure No. 3. "Motes
Creek Stream and %Netland Restoration Jurisdictional Area.."
Indicate Which of the Followine ADah:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
1D.
B. Appro-ed Determination
_ There are Navigable Waters of the United States within the above described property 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 rive years from the date of this
notification.
_ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA X33 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.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . 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 no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period riot to exceed five years from the date of this
notification.
Page I of 2

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management to determine their requirements
Placement of dredged or fill material within waters of the US ancFor wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact David Bailey at 919-554-4884 ext 30 or
David.E. Bailev2ra�usace.o ern v.m il.
C. Basis For Determination:
The nrobect area exhibits water bodies with ordinan high water and wetland criteria as defined in the applicable
regional supplement to the 1987 wetland delineation manual. The water bodies on the site are listed in the attached
table This determination is based on afield verification by David E. Bailey (l1SACE.) on 7/27/2015.
D. Remarks:
The wetlands on the property were (lagged by Axiom Environmental Inc and are approximated on the attached map
IabNed Figure No 4 "'Motes Creek Stream and VYetland Restoration Jurisdictional Areas."
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del incation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants. or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination. you may, request an administrative appeal under Corps regulations at 33 CFR Part 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:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele. Review Officer
60 Forsyth Street SW, Room IOM 15
Atlanta. Georgia 30303-8801
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 pan 331.5, and that it ha% been received by the Division 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 NIA.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence." ` D"ARy,W*d W BMLEYDAVW E ,379M3r3a
r�.r! m1 U UT. a -M EYDAV*G*vernmnL ?9283736 PKC.
*u*UTA. rn-t1AlLEY.DAY�D.E 13792l373b
Corps Regulatory Official: Dae.201Tg41310,2103-04
Date: September 22, 2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete our Customer Satisfaction Survey, located online at
httg.//oolMmayu,usace.army.mil/cm�per'f'p=
Copy furnished:
Sue Homewood. NCDENR-DW'R 450 N'. Hanes Mill Rd. Suite 300, Winston-Salem. NC27105

\01 11-1('% f [0\ 0I A DNI I\IS'TR-A ,
1 } �l cant Restoration stems, LLC Filo Number: SAW- ZOI5.01696 Date: September 22 2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Leper of n
A
PROF1 F RIND PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIALC
_
APPROVED JURISDICTIONAL DETERMINATION D
-' PRELI MMARY JURISDICTIONAL DETERMINATION E
ION 1 -The hallmving identifies" pur rights and optlolll rct!ardillu an adntinistrati%e appeal ofthe above decision,
,Additional intormation may be found at ht .rftik>�v,.usacc. t . m', > i i � ' 4� � 1 ory°Pco dP x or
Corm
A: INITIAL PROFFERED PERINIIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may kept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B.- PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. Ifyou received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of permit under the Corps of Engineers Administrative Appeal Process by
completing Section If of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corm to revaluate the JD.
4L(: I lL)N 11-. kL 1)LS l I uk APPL-AL or OBJLt I it1IN5 K) AN INI l JAL PRO1 I LRLIJ PLKN11 t
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record,
If,, ou have questions regarding this decision and/or the if you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailee CESAD-PDO
Raleigh Regulatory Field Office t'.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room IOM 15
Wake Forest, North Carolina 27587 Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division. Attn: David Bailey, 69 Darlington Avenue, Wilmington,
North Carolina 28303
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Div inion Engineer, Commander, L'.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room IOM15, Atlanta, Georgia 30303-8801
Phone: [phone]

LB Wetland 35.991586 -79.284136 REM 0.1 Non -section 10 -
Wetland
LA Wetiand 35.987112 -79.283903 PEM 0.1 Non -section 10 -
Wetland
Estimated amount of
Site Number/
Cowardin
aquatic resource in
Class of aquatic
Feature Name
Latitude
Longitude
Class
review area
resources
Non -section 10 -
Motes Creek
35.9898739603
-79.2840262696
R3UB3/2
18311inear feet
Non -wetland
S00
Non -section 10 -
UTl
35.9916233480
-79.2841187586
R3UB1/2
";a linear feet
Non -wetland
Non -section 10 -
UT2
35.9869753593
-79.2833855341
R3UB1/2
2098 linear feet
Non -wetland
Non -section 10 -
UT3
35.9864389549
-79.2836648169
R3UB2/3
545 linear feet
Non -wetland
Non -section 20 -
SA Wetland
35.9866296610
-79.2822732649
PF01
0.006 acres
Wetland
5B Wetlend
35.98694264
79.28318%364
02
Wag -AA
Non -section 10 -
SC Wetland
35.9865534025
-79.2833961634
PF01
0.01 acres
Wetland
Non -section 10 -
SD Wetland
35.9859860312
-79.2835719356
PFOl
0.001 acres
Wetland
Non -section 10 -
SE Wetland
35.9860059492
-79.2835667440
PFOl
0.002 acres
Wetland
Non -section 10 -
SF Wetland
35.9859663069
-79.2835137531
PF01
0.001 acres
Wetland
Non -section 10 -
SG Wetland
35.9869088283
-79.2836608085
PSS1
0.04 acres
Wetland
Non -section 10 -
SH Wetland
35.9874928923
-79.2845061814
PSSl
0.19 acres
Wetland
Non -section 10 -
PA Wetland
35.9903953667
-79.2820975781
PS51
0.11 acres
Wetland
LB Wetland 35.991586 -79.284136 REM 0.1 Non -section 10 -
Wetland
LA Wetiand 35.987112 -79.283903 PEM 0.1 Non -section 10 -
Wetland

s, sJ
°
Directions to the Bank from Raleigh:
From Raleigh travel west on 1-40 for - 22 miles
Take Exit 273A onto NC -54W towards Chapel Hill and follow for - 3.1 miles
Merge onto US -15/501 S toward NC -54 W Carrboro/Pittsboro and follow for - 2 miles
Stay straight onto NC -54 W (Fordham Blvd) and follow for - 16.5 miles
Turn right onto Mt. Willen Road and follow for - 0.5 mile
->The Bank is located south of Mt. Willen Road
Prepared for:
I { �'� ,�, �% j �• ? �`r
Latitude: 35.9889740 N, Longitude: 79.2839070 W
0 ., •'
�.
pyright 2013 National Geographic Society. h_
I
Project.
ubed y
,
LUt
oily
ate..
z
Motes Creek
°
ad Ei
Stream and
j
'•t-6
Wetland
I
Mitigation
Site
Motes Creek 't �
Graham - y
Stream and Wetland
j
Mitigation SiteINC
Alarnance County
.....Title:
Wi i
_ - 35.988974° N Nicks Road,
79.283907° W(r�
a= Project
,.v:�; r Loc tion
_. r, 54 I
g.
Note .
Background Imagery sources
Cop r �t _ 701,4 Delon
_
(provided by ESRI Data and
- \ F
Maps):
0! b ; ` �; > 1. Physical Map of the United
States (2009) created by the
U.S. Park Service (upper inset).
0 2. Delorme World Basemap
eSFL°a A �o�� l digital 9 mapping (2010, lower
,, y
inset).
ti 3. Burlington, NC (1972),
Efland, NC (1972), Mebane,
\\ n NC (1972), Saxapahaw, NC
�0_(1977), Snow Camp, NC (1978)
and White Cross, NC (1968)
7.5 -minute topographic
ssT . quadrangles provided by the
C;oftwind Dr=.ve U.S. Geological Survey.
m
r
SAXAPAHAW
y.
t,
�° f' N Drawn by: KRJ
cap
d°y �r- "" Date: January 2016
Legend
<°.I Scale: As Shown
t
Motes Creek Stream and Wetland Mitigation Site �``° ' i a • Project No.: 15-007.01
County lines y
FIGURE
1 0.5 0 1 2 3
Miles ;>
w.,, Gopyrlgr t„:C. 3 NaP onat Geo,rapl7ic Society i culled

D—Si n Envelo e ID: 8E8EQ�7r,-aFnl-aarF_anra-,ig1=RrRnFtlgrG
,
O
=per i
54 2142 100j
2193
151 /
P SITE
214] 2145
VICINITY MAP
Not to Scale
STATB TB E W -r R-RENCE N sxeeT TOTAL
SHEETS
CONSTRUCTION
PLANS
INDEX OF SHEETS
MOTES CREEK
SITE
SHEET NUMBER
SHEET
01
Title Sheet
02 THRU 02D
Typicals
LOCATION: ALAMANCE COUNTY, NORTH CAROLINA
02E
Control Points and Location Map
02F
Easement
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
02G THRU 02H
Morphology Tables
03 THRU 03A
-MOTES- Horizontal Control Data
GRUBBING, GRADING, EROSION
CONTROL AND PLANTING)
03B THRU 03C
-UT 1- Horizontal Control Data

DocuSign Envelope ID: 8E
at
W
24
ata3 i o-vtu 1-4u5r-uut.b-�[ttsl;tiut3l'LC:t
POOL
RUN GLIDE I RIFFLE RUN GLIDE RIFFLE
Q WATER SURFACE - - -
- = ELEVATION -
I�IIIE_
BOTTOM OF
CHANNEL -
POOL -TO -POOL SPACING (t)
(VARIES - SEE NOTE 1)
TYPICAL CHANNEL PROFILE
NOTES:
1. POOL -TO -POOL SPACING IS MEASURED FROM
CENTER OF POOL BEND TO CENTER OF POOL BEND.
TAIL OF
RIFFLE
DESIGN
CHANN
O�et(g%netl by: R0�
= 2697 ILL = _
(�S
/'1j1111 a 11�``
10/19/2016
SHEET NAME SHEET NUMBER
TYPICAL 02
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. 915 JONES FRANKLIN ROAD
. ' RALEIGH, NORTH CAROLINA 27606
-t. TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. C-890
LA FIRM LICENSE NO. C-91
AXfom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2:1 ( O W
BANK SLOPE
EXTEND STONE Wthal
BED MATERIAL UP
CHANNEL BANK
TO 113 D riIT W bot
TYPICAL RIFFLE CROSS-SECTION
COIR FIBER LIVE WILLOW
MATTING STAKES
PROPOSED
PROPOSED FLOODPLAIN
VARIES
POOL LENGTH FLOODPLAIN MATERIAL I
=1 IJT�I H �I �.
III ICIICIICIIII
POOLLENGTH
TYPICAL CHANNEL PLAN VIEW
CHANNEL PLAN VIEW NOTES:
C 1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
° THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
a CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
N
m 2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
s
a OR AVOID OBSTACLES. THE STAKE -OUT SHALL BE APPROVED BY THE CONSTRUCTION
E MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
0
m
nL
xn
~� f -
EXTEND STONE I
DATE:
W AL
VARIES W bR1
VALLEY
Wbkf ft.
TYPICAL POOL CROSS-SECTION
SIDE SLOPE
Dthal (ft.)
LIVE WILLOW
Wpool (ft.)
Wthal (ft.)
STAKES
j
COIR FIBER
PROPOSED
0.1
MATTING
FLOODPLAIN
3
Motes Creek (Downstream)
-VARIES
7.3
Natural Bed
0.1
1.8
Material
r'-
2:1 ( O W
BANK SLOPE
EXTEND STONE Wthal
BED MATERIAL UP
CHANNEL BANK
TO 113 D riIT W bot
TYPICAL RIFFLE CROSS-SECTION
COIR FIBER LIVE WILLOW
MATTING STAKES
PROPOSED
PROPOSED FLOODPLAIN
VARIES
POOL LENGTH FLOODPLAIN MATERIAL I
=1 IJT�I H �I �.
III ICIICIICIIII
POOLLENGTH
TYPICAL CHANNEL PLAN VIEW
CHANNEL PLAN VIEW NOTES:
C 1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
° THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
a CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
N
m 2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
s
a OR AVOID OBSTACLES. THE STAKE -OUT SHALL BE APPROVED BY THE CONSTRUCTION
E MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
0
m
nL
xn
~� f -
EXTEND STONE I
113 Wlrot
W AL
MAX. 1:1 SLOPE-�
CHANN BANKUP
T0ED
1 D P
Wbkf ft.
TYPICAL POOL CROSS-SECTION
CHANNEL CONSTRUCTION NOTES:
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE
USED TO BACKFILL EXISTING CHANNEL.
2. BANK PROTECTION SHALL CONSIST OF MEDIUM WEIGHT WOVEN COIR FIBER MATTING.
3. THE CONTRACTOR SHALL SUPPLY NATURAL BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE AND POOL SECTION. NATURAL BED MATERIAL SHALL CONSIST
OF COBBLE -SIZED (2"-6") MATERIAL MIXED WITH GRAVEL -SIZED (0.6--1.0-) MATERIAL
AND CLASS -B%SIZED (5"-12-) MATERIAL, OR AN EQUIVALENT MIX OF MATERIAL.
CROSS-SECTION DIMENSIONS
REACH
Wbkf ft.
Wbot (ft.)
Driff (ft.)
Dthal (ft.)
Dpool (ft.)
Wpool (ft.)
Wthal (ft.)
Motes Creek (Upstream)
11,2
6.8
1.0
0.1
1.5
12.3
1.0
Motes Creek (Downstream)
12,5
7.3
1.2
0.1
1.8
13.5
1.0
UT 1, UT 2 Upstream, and UT3
8.2
5.0
0.7
0.1
1.1
9.0
0.5
UT 2 Downstream
1 10.1
6.1
0.9
0.1
1.4
11.0
0.5

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
A
#57 STONE AND
CLASS W RIP RAP/
NATIVE CHANNEL
MATERIAL
B
EXISTING
GROUND
BACKFILLED AND COMPAC'
WITH #57 STONE AND -
CLASS W RIP RAP / NATIVE
CHANNEL MATERIAL
POOL _
STREAMBED
ELEVATION
SECTION B -B
� GEOTEXTILE FABRIC
FOOTERLOG
GEOTEXTILE�
FABRIC ELEVATION
FOOTER LOG
REACH
LOG CROSS VANE
CHANNEL DEPTH (FT.)
Motes Creek and UT 2 Downstream
SCALE: NTS
1.0-1.4
PLAN VIEW
8
0.7-0.9
FLOW
r-
FABRIC
CHANNEL
�0
LL
Y
BANK
I
-
a
I BANK
A
m
GEOTEXTILE FABRIC
NOTES:
O
LOG SILL
o
1 • HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
o o o
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
-
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
\\
STREAMS.
TO BE STRUCTURE
GEOTEXTILE FABRIC
3. ALL STONES ARE STONES.
j
STONE
4. GEOTEXTILE FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
HEADER LOG
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
\
THROUGH LOG GAPS. GEOTEXTILE FABRIC SHALL EXTEND
o
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
FOOTER
STRUCTURE.
LOG
O
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
B
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
DEP ',
o O
POOL '
HEADER LOG
A
COIR LOG TOP OF BANK
CLASS'A' RIP RAP /FLgW�(BANKFULL)
NATIVE CHANNEL
MATERIAL
EXISTING
#57 STONE / NATIVE SCOUR
CHANNEL MATERIALS �/\ / POOL
BOAN�FULLNK
HEADER LOG ( )
GROUND
POOL _
STREAMBED
ELEVATION
SECTION B -B
� GEOTEXTILE FABRIC
FOOTERLOG
GEOTEXTILE�
FABRIC ELEVATION
FOOTER LOG
REACH
ARM LENGTH (FT.)
CHANNEL DEPTH (FT.)
Motes Creek and UT 2 Downstream
11
1.0-1.4
LIT 1, UT 2 Upstream, and UT 3
8
0.7-0.9
NOTE:
HEADER AND FOOTER STONES ARE LARGE,
ANGULAR BOULDERS
MEASURING A MINIMUM
OF 24" ALONG THE SHORTEST DIMENSION.
-n
GEOTEXTILE
r-
FABRIC
CHANNEL
�0
CHANNEL
BANK
I BANK
I
0
I
I
A
I
I
Q
I
I A
I
I
I
I
I
20°- 30°
I
20°- 30°
I
I
I HEADER STONE
I
I
FOOTER
©
STONE
H
EXIST.
\ CHANNEL
i
\� HEADER
\ STONE
bio T
iO
FOOTER
ELEVATION A -A STONE
ARM LENGTI
HEADER STONE BACK FILL
�_ TO GRADE
FOOTER STONE � C
�1�2 Y2
ROCK FILL
(#57 STONE)
WHERE NEEDED
PLAN VIEW
TYPICAL CROSS -VANE
pII._ FLOW :. .
PROFILE B -B
GEOTEXTILE FABRIC
p\���tllllllllllll
oaJ�o•dW R0� i
26971 = _
</�SFIVCI NE� o�
Vgl I G IDIP\\ \
10/19/2016
DATE:
NOTE:
GEOTEXTILE FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
TOP OF 81
LARGE
SHEET NAME SHEET NUMBER
TYPICAL 02A
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNW: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
/ � RALEIGH, NORTH CAROLINA 27608
TEL[phone] FAX [phone]
- �_ _ ENG FIRM LICENSE NO. C890
Axiom Environmental, Inc. LA FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�O� \
\CHANNEL
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PLAN VIEW
RrAI F• N TA
LOG VANE
GEOTEXTILE
FABRIC
LARGE
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CROSS-SECTION A -A
SCALE: N.T.S.
LARGE
TOP OF BANK STONE
BANKFULL _
2' -7 -
FLOW c
a
BOTTOM OF CHANNEL 1
LOG VANE
S
GEOTEXTILE�
FABRIC NOTE:
GEOTEXTILE FABRIC TOED IN AND DRAPED
PROFILE B -B ON UPSTREAM SIDE OF LOG VANE
SCALE: N.T.S. PRIOR TO BACKFILL.
TYPICAL LOG VANE
OF

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
DROP STRUCTURE - TERRACELL
WATER SURFACE
ELEVATION
TR TERRACELL
8 IN TERRACELL
SYNTHETIC GEOGRID
LOG SILL 101 VIM
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10/19/2016
DATE:
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
- SUNGATE DESIGN GROUP, P.A.
. '915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROL INA 27606
\I ),
IT -L(919)859-2243 FAX(919)a59-6258
- ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc. LA FIRM LICENSE NO. C.91
BR TERRACELL
8 IN TERRACELL
SYNTHETIC GEOGRID
GEOTEXTILE FABRIC
PROFILE ARMORED POOL
(SEE NOTES) GEOTEXTILE
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 8 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. THE POOL AT THE BOTTOM OF THE DROP STRUCTURE WILL BE ARMORED WITH GEOTEXTILE FABRIC
AND SUITABLE NATURAL BED MATERIAL.
3. NATURAL BED MATERIAL IS DEFINED AS MATERIAL OBTAINED FROM STOCKPILES AT THE SITE RANGING
IN SIZE FROM 5" - 17" AVERAGE DIAMETER WITH THE MAJORITY OF MATERIAL HAVING 10" AVERAGE
DIAMETER, OR EQUIVALENT MATERIAL.
Wetland
PROFILE
SECTION A -A
m
a
Side Slope at 8 to 1
Stormwater
Wetland
Grade Base of
Wetland at 15 to 1
RIP RAP
MARSH TREATMENT AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CROSS-SECTION
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 8 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED, GEOCELLS WILL BE BACKFILLED WITH GRAVEL
AND TOPSOIL AND PLANTED WITH EROSION CONTROL GRASSES AND WILLOW STAKES (SAL/XN/GR.4).
P
— — — DITCH OR
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DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
PERMANENT CROSSINGS
CL 'A' RIP RAP
1' DEPTH MIN
JKFULL
1' MIN
COMPACTED
RCP PIPE SELECT MATERIAL
GEOTEXTILE FABRIC (SIZE AS PER PLAN) BURY PIPE 20%
CL 'A' RIP RAP COMPACTED
1' DEPTH MIN SELECT MATERIAL
CL 'I' RIP RAP
a
18" THICK MIN
N
B
L7
d
E
9
N
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10/19/2016
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12.5 6.25 0 12.5 25
PLANS
NOTES:
1) INSTALL PERMANENT CROSSING WHILE CONSTRUCTION
LOCATION WITHIN STREAM HAS BEEN DEWATERED.
2) IF UNABLE TO INSTALL WHILE LOCATION IS DRY, PLACE
MATTING ON EXPOSED SOILS.
SHEEP NAME SHEEP NUMBER
TYPICAL I 02C
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE PATE: 2015
SUNGATE DESIGN GROUP, P.A.
. , 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27808
` TEL[phone] FAX(919)a59-6258
ENG FIRM LICENSE NO. C690
LA FIRM LICENSE
Axiom Envimnmenfal, Inc. NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12.5 6.25 0 12.5 25
PLANS
NOTES:
1) INSTALL PERMANENT CROSSING WHILE CONSTRUCTION
LOCATION WITHIN STREAM HAS BEEN DEWATERED.
2) IF UNABLE TO INSTALL WHILE LOCATION IS DRY, PLACE
MATTING ON EXPOSED SOILS.

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
4
FLOODPLAI
D000iyg4d bf: ,4 RG
108%Nb 14994C3...
=Q7 SEAQ
26971 = _
1 N
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
II COUNTY: ALAMANCE I DATE: 2015
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10/19/2016
DATE:
FLOODPLAIN INTERCEPTOR
SCALE: N.T.S.
BANKFULL BENCH
/FLOODPLAI N
3' MIN
— FLOODPLAIN LIMITS 6" MIN NORMAL WATER SURFACE
FLOW
� n
PLACEMENT OF
INTERCEPTOR AS — —
SHOWN ON PLANS
DI AT ENGINEER'S GROUND EXTEND RIP RAP DOWN BANK
DIRECTION SECTION A -A
SURFACE SLOPE TO EDGE OF WATER
�
PLAN VIEW
BANKFULL
WATER
ELEVATION
n
CLASS 'B' R.
RIP RAP
SECTION B -B
2' MIN
GEOTEXTILE FABRIC
KEY IN A MIN OF 6"
NOTES:
1)DO NOT INSTALL FLOODPLAIN INTERCEPTOR IN OUTSIDE
OF BEND ON PROPOSED STREAM.
2)PLACEMENT OF ADDITIONAL FLOODPLAIN INTERCEPTORS
TO BE DETERMINED IN THE FIELD AS NECESSARY BY
DESIGNER OR FIELD ENGINEER.
SUNGATE DESIGN GROUP, P.A.
,. 915 JONES FRANKLIN ROAD
.' RALEIGH, NORTH CAROLINA 276M
TEL [phone] FAX(919)85M258 1
ENG FIRM LICENSE NO, 0-690
Axiom Environmental, Inc.
—' LA FIRM LICENSE NO. 091
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10/19/2016
DATE:
FLOODPLAIN INTERCEPTOR
SCALE: N.T.S.
BANKFULL BENCH
/FLOODPLAI N
3' MIN
— FLOODPLAIN LIMITS 6" MIN NORMAL WATER SURFACE
FLOW
� n
PLACEMENT OF
INTERCEPTOR AS — —
SHOWN ON PLANS
DI AT ENGINEER'S GROUND EXTEND RIP RAP DOWN BANK
DIRECTION SECTION A -A
SURFACE SLOPE TO EDGE OF WATER
�
PLAN VIEW
BANKFULL
WATER
ELEVATION
n
CLASS 'B' R.
RIP RAP
SECTION B -B
2' MIN
GEOTEXTILE FABRIC
KEY IN A MIN OF 6"
NOTES:
1)DO NOT INSTALL FLOODPLAIN INTERCEPTOR IN OUTSIDE
OF BEND ON PROPOSED STREAM.
2)PLACEMENT OF ADDITIONAL FLOODPLAIN INTERCEPTORS
TO BE DETERMINED IN THE FIELD AS NECESSARY BY
DESIGNER OR FIELD ENGINEER.

DOCUSI9 n Envelope ID: 8ERF9R7R-4Fni-4R.riF-RnrA-;7FRC:RnPtl9rF
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534
-120 0
0 0
d ISS -11 ox ;.
3 ISS -7
SHEET NAME SHEET NUMBER
250 125 0 250 500 CONTROL POINTS 02E
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
PLANS COUNTY:ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
...' 915 JONES FRANIQIN ROAD
' RALEIGH, NORTH CAROLINA 27808
TFL(919)859-243
ENG FIRM LICENSE NO. (C880�M2�
'— LA FIRM LICENSE NO. CAt
Axiom Environmental, Inc.
UT2
o !�
A, i
ISS -6 UT3
ISS -5
0
r
/
Control Points
Pt ##
Northing
Easting
Elevation
Type
ISS -1
815091.875
1916001.781
595.11
ISS CAP
ISS -2
814638.450
1915981.071
593.16
ISS CAP
ISS -3
814413.123
1916210.367
597.04
ISS CAP
ISS -4
814536.894
1916653.428
610.52
ISS CAP
ISS -5
814290.095
1915857.145
592.27
ISS CAP
ISS -6
814183.207
1915953.527
597.53
ISS CAP
ISS -7
815310.070
1915873.371
578.63
ISS CAP
ISS -8
815549.331
1916074.578
584.05
ISS CAP
ISS -9
815662.276
1916355.885
590.18
ISS CAP
ISS -10
815519.553
1916753.470
592.75
ISS CAP
ISS -11
815786.142
1915754.837
591.96
ISS CAP
ISS -12
816350.744
1915963.571
603.15
ISS CAP
ISS -13
814870.563
1915472.795
574.22
ISS CAP
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534
-120 0
0 0
d ISS -11 ox ;.
3 ISS -7
SHEET NAME SHEET NUMBER
250 125 0 250 500 CONTROL POINTS 02E
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
PLANS COUNTY:ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
...' 915 JONES FRANIQIN ROAD
' RALEIGH, NORTH CAROLINA 27808
TFL(919)859-243
ENG FIRM LICENSE NO. (C880�M2�
'— LA FIRM LICENSE NO. CAt
Axiom Environmental, Inc.
UT2
o !�
A, i
ISS -6 UT3
ISS -5
0
r
/

DocuSign Envelope ID
E
-465F-8006-32EBCBDBI 2CE
W
/
MOTES
/ 117
m
3
0�
cos
co
UT2
SHEET NAME SHEET NUMBER
EASEMENT 02F
PROIECr NAME: MOTES STREAM AND WETLAND RESTORATION S?E
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
.. '. 915 JONES FRANIO_IN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL(F
FIR LICENSE
ICE (919)
ENG FIRM LICENSS E NO. 0 6598258
LA FIRM LICENSE NO. C -9I
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
150 75 0 150 300
PLANS
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
a
m:
Table C1. Motes Creek Morphological Stream Characteristics
Cana Fear 02 Urnhralln Mitinntinn Panic
Variables
REFERENCE - CEDAROCK
REFERENCE - CAUSEY'
REFERENCE - CAUSEY•
Existing UT 3
PARK
Med: 32.8
FARM
Stream Type
FARM
Eb 4
Pattern Variables
E5
Drainage Area (ml?)
Elf 5
0.21
37.2
0.63
Bankfull Discharge (cfs)
Pod to Pool Spacing (L,.,)
28.8
EIC 3/4
60.6
Pattern Ratios
Dimension Variables
Range:
25-69
Bankfull Cross -Sectional Area (A,a)
22-81
8.0
Med:
Med:
14.7
Existing Cross -Sectional Area at TOB (
v)
8.0
0.09-0.14
14.7
Bankfull Width (W„r)
Mean:
8.1
Mean:
11.0
Med:
Range:
8.0-12.1
Range:
10-7-11.3
Bankfull Mean Depth (Q_)
Mean:
0.8
Mean:
1.4
Range:
Range:
0.8-10
Range:
1.3-1.4
Bankfull Maximum Depth (4_)
Mean:
1.4
Mean:
2.0
Range: 0.0000 to 0.0115
Range:
1.1 - 1.4
Range:
1.9-2.0
Pool Width (Wp,,,)
Mean:
9.3
Mean:
10.5
3.9
Range:
8.9-9.7
Range:
4.8
Maximum Pool Depth (D,,,)
Mean:
1.8
Mean:
2.7
4.6
Range:
1.5-2.1
Range:
Range:
Mean:
18
Mean:
131
Width of Floodprone Area (WVj
Med:
8.4
Med:
5.7
Bankfull Width(LdW_)
Range:
15-25
Range:
122-140
0.9-8.3
Dimension Ratios
82
Med:
Entrenchment Ratio (V1(,�W,,,)
Med:
Mean:
2.1
Mean:
12
2.4-4.7
Range:
Range:
1.9-2.2
Range:
11 - 13
Width / Depth Ratio (W-0.)
Med:
Mean:
10.1
Mean:
9
1.4 - 3.3
Range:
Range:
8.0-15.1
Range:
B-9
Max. D,,,/ D,,, Ratio
Average Water Surface Slope (S,,.a
Mean:
1.4
Mean:
1.4
0.0053
Valley Slope (S,")
Range:
1.4-18
Range:
14-1.5
Low Bank Height I Max. D. Ratio
0.9 Range:
Mean:
1.0
Mean:
1.4
0.0098
Riffle Slope (S,e,)
Range:
1.0 - 1.8
Range:
1.3
Maximum Pool Depth / Bankfull
Mean:
Mean:
1.9
Mean:
2
Mean Depth (D D,,,)
Range:
0-2.1
Range:
Mean:
Pool Width / Bankfull
Pod Slope (S,,,,)
Mean:
1.1
Mean:
1
Width (W ,,,)
1.5 Range:
Range:
0-1.2
Range:
Range:
Pool Area I Bankfull
Run Slope ($„)
Mean:
1.4
Mean:
1.4
Cross Sectional Area
Range:
0-1.6
Range:
Range:
Variables
Existing UT 1
REFERENCE - CEDAROC
REFERENCE - CAUSEY•
Existing UT 3
. ' RALEIGH. NORTH CAROLINA 27608
Med: 32.8
PARK
Range: 24.6 to 65.6
FARM
Cgs
Pattern Variables
Range: 49.2 to 98.4
Med: 24.6
Elf 5
Med:
37.2
Med:
44.3
Pod to Pool Spacing (L,.,)
Range: 16.4 to 82.0
EIC 3/4
1.15
Pattern Ratios
0.14
Range:
25-69
Range:
22-81
Meander Length (L.)
Med:
Med:
68.4
Med:
62.9
Range: 2.0 to 5.0
0.09-0.14
44-116
Range:
10-91
Profile Variables
Med:
22.8
Med:
29.8
Beit Width (W,,,)
14.6
0.0150
0.0150
14.6-19.9
Range:
20-38
Range:
17-36
No distinct repetitive pattern of riffles and pods due to staightening activi ies
Mad:
16.5
Med:
30.6
Radius of Curvature (P
Range: 0.0000 to 0.0115
Profile Ratios
Range:
11 • 27
Range:
9 - 113
Sinuosity (Sin)
No distinct repetitive patternof riffles and pools due to staightening activities
120
3.9
1.46
Range: 0.0 to 0.8
Pattern Ratios
4.8
Range: 0.0 to 0.8
Pool to Pool Spacing/
2.7-24.1
Med:
4.6
Med:
4
Bankfull Width ( „1)
Range:
3.1-8.4
Range:
2.0-7.4
Meander Length/
Med:
8.4
Med:
5.7
Bankfull Width(LdW_)
Mean:
Range:
5.5-14.3
Range:
0.9-8.3
Meander Width Ratio
82
Med:
2.8
Med:
2.7
(W,,,/W,a)
Range:
Range:
2.4-4.7
Range:
1.5-3.5
Radius of Curvature/
5.3
Med:
2.0
Med:
2.8
Bankfull Width (RcfW,a)
Range:
1.4 - 3.3
Range:
0.8-10.3
0.7
Profile Variables
0.8
Average Water Surface Slope (S,,.a
Mean:
0.0258
0.0053
Valley Slope (S,")
to
1.2
0.0310
0.4
0.0077
0.9 Range:
0.7
Mean:
0.0316
Mean:
0.0098
Riffle Slope (S,e,)
0.5
Mean:
1.3
Mean:
Range:
0.01 - 0.0576
Range:
0.002 - 0.01198
Mean:
Mean:
0.0007
Mean:
0.0006
Pod Slope (S,,,,)
to
1.6
Range:
0.9
to
1.5 Range:
1.0
Range:
0-0.018
Range:
0 - O.OD4
Run Slope ($„)
0.9
Mean:
0.0353
Mean:
Range:
0-0.3565
Range:
Glide Slope (S,,,,)
Mean:
Mean:
0.0029
Mean:
No distinct repetitive pattern of
riffles and
Range:
0-0.0431
Range:
82
to
Profile Ratios
Mean:
1.1
Riffle Slope/ Water Surface
Mean:
1.2
Mean:
1.6
Slope (S,,,,IS,,,d
Range:
0.39-2.23
Range:
0-3.7
Pod Slope/Water Surface
Range:
Mean:
0.0
Mean:
0.1
Slope (S S..)
40Mean:
Range:
0-0.70
Range:
0-0.8
Run Slope/Water Surface
Mean:
Mean:
1.37
Mean:
Mean:
Slope (S,,,/S-)
50
Range:
0-13.82
Range:
to
Glide Slope/Water Surface
Range:
Mean:
0.11
Mean:
Range:
Slope (S S„d
to
Range:
0-1.67
Range:
to
Causey Farm Reference includes measurments from a Reference Site measured in 2004.
Existing UT 1
Existing UT 1
Existing UT 3
Existing UT 2 (Upstream)
Existing UT 3
. ' RALEIGH. NORTH CAROLINA 27608
Med: 32.8
PROPOSED
Range: 24.6 to 65.6
ENG FIRM LICENSE NO. C-890
OL L.A. FIRM LICENSE NO. C-91
Cgs
No distinct repetitive pattern of riffles and pods due to staightening activites
Range: 49.2 to 98.4
Med: 24.6
Elf 5
Range: 16.4 to 41.0
Eg 4
Med: 24.6
Range: 16.4 to 82.0
EIC 3/4
1.15
Pattern Ratios
0.14
Med: 4.0
Range: 3.0 to 8.0
0.12
No distinct repetitive pattern of riffles and pools due to staightening activities
0.09
Med: 3.0
Range: 2.0 to 5.0
0.09-0.14
19.9
Profile Variables
0.0172
0.0154
18.1
0.0144
0.0182
14.6
0.0150
0.0150
14.6-19.9
Range: 0.0173 to 0.0259
Mean: 0.0014
No distinct repetitive pattern of riffles and pods due to staightening activi ies
Range: 0.0000 to 0.0101
Mean: 0.0058
Dimension Variables
Range: 0.0000 to 0.0115
Mean: 0.0016
Range: 0.0000 to 0.0115
Profile Ratios
5.3
Range: 1.2 to 1.8
Mean: 0.10
4.8
No distinct repetitive patternof riffles and pools due to staightening activities
Range: 0.0 to 0.7
3.9
Range: 0.0 to 0.8
Mean: 0.11
4.8
Range: 0.0 to 0.8
2.7-24.1
11.1-35.5
7.9-9.1
4.8
Mean:
7.6
Mean:
72
Mean:
4.8
Mean:
82
Range:
4.6
to
9.6
Range:
5.4
to
11.5 Range:
4.3
to
5.3
Range:
7.6
to
8.8
Mean:
0.7
Mean:
0.7
Mean:
0.8
Mean:
0.6
Range:
0.3
to
1.2
Range:
0.4
to
0.9 Range:
0.7
to
0.9
Range:
0.6
to
0.5
Mean:
1.3
Mean:
1.2
Mean:
1.2
Mean:
0.8
Range:
0.7
to
1.6
Range:
0.9
to
1.5 Range:
1.0
to
1.3
Range:
0.7
to
0.9
Mean:
9.0
No distinct repetitive pattern of
riffles and
pools due to staightening activities
Range:
82
to
11.5
Mean:
1.1
Range:
0.8
to
1.2
Mean:
40Mean:
25
Mean:
5o
Mean:
50
Range:
10.0
to
50.0
Range:
12.D
to
50.0
Range:
50.0
to
50.0
Range:
30.0
to
90.0
Dimension Ratios
Mean:
5.8
Mean:
3.7
Mean:
10.5
Mean:
7.1
Range:
1.4
to
10.9
Range:
1.9
to
8.1 Range:
9.4
to
11.6
Range:
4.3
to
12.9
Mean:
15.7
Mean:
11.7
Mean:
6.2
Mean:
14.0
Range:
3.8
to
32.0
Range:
6.0
to
28.8 Range:
4.8
to
7.6
Range:
12.0
to
16.0
Mean:
2.0
Mean:
1.6
Mean:
1.4
Mean:
1.4
Range:
1.3
to
2.6
Range:
1.3
to
2.3 Range:
1.4
to
1.4
Range:
1.2
to
1.5
Mean:
1.4
Mean:
1.9
Mean:
1.7
Mean:
1.0
Range:
1.0
to
2.3
Range:
1.7
to
2.4 Range:
1.7
to
1.7
Range:
1.0
to
1.3
Mean:
1.9
Range:
1.3
to
2.1
Mean:
1.1
No distinct repetitive pattern of
riffles and
pools due to staightening activities
Range:
1.0
to
1.4
Mean:
1.4
Range:
1.1
to
1.6
Existing UT 1
Existing UT 2 (Upstream)
Existing UT 3
PROPOSED
Pattern Variables
. ' RALEIGH. NORTH CAROLINA 27608
Med: 32.8
TEL[phone] FAX(919)85"258
Range: 24.6 to 65.6
ENG FIRM LICENSE NO. C-890
OL L.A. FIRM LICENSE NO. C-91
Med: 69.7
No distinct repetitive pattern of riffles and pods due to staightening activites
Range: 49.2 to 98.4
Med: 24.6
Range: 16.4 to 41.0
Med: 24.6
Range: 16.4 to 82.0
1.11 1 1.11 1.13
1.15
Pattern Ratios
Med: 4.0
Range: 3.0 to 8.0
Med: 8.5
No distinct repetitive pattern of riffles and pools due to staightening activities
Range 6.0 to 12.0
:
Med: 3.0
Range: 2.0 to 5.0
Med: 3.0
Range: 2.0 to 10.0
Profile Variables
0.0172
0.0154
0.0149
0.0144
0.0182
0.0144
0.0150
0.0150
Mean: 0.0230
Range: 0.0173 to 0.0259
Mean: 0.0014
No distinct repetitive pattern of riffles and pods due to staightening activi ies
Range: 0.0000 to 0.0101
Mean: 0.0058
Range: 0.0000 to 0.0115
Mean: 0.0016
Range: 0.0000 to 0.0115
Profile Ratios
Mean: 1.60
Range: 1.2 to 1.8
Mean: 0.10
No distinct repetitive patternof riffles and pools due to staightening activities
Range: 0.0 to 0.7
Mean: 0.40
Range: 0.0 to 0.8
Mean: 0.11
Range: 0.0 to 0.8
\ % T
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SEAL r
26971 = _
//Uos�NGI Nol
E��
G, O P�
10/19/2016
DATE:
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
. ' RALEIGH. NORTH CAROLINA 27608
TEL[phone] FAX(919)85"258
Axiom Environrnantal, Inc.
ENG FIRM LICENSE NO. C-890
OL L.A. FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
Table C1. Motes Creek Morphological Stream Characteristics
Cape Fear 02 Umbrella Mitigation Bank
Variables
Stream Type
Drainage Area (mit)
Bankfull Discharge (cfs)
Dimension Variables
Bankfull Cross -Sectional Area (!_)
Existing Cross -Sectional Area at TOB (F1.„ )
Bankfull Width (W„a)
Bankfull Mean Depth (D_)
Bankfull Maximum Depth (Q_)
Pool Width (W,)
Maximum Pool Depth (Q ,)
Width of Floodprone Area (Wfp,)
Dimension Ratios
Entrenchment Ratio (V4,W_)
Width / Depth Ratio (WbdDar)
Max. D_/ Do„ Ratio
Low Bank Height / Max. Q6a Ratio
Maximum Pool Depth / Bankfull
Mean Depth (D _)
Pool Width / Bankfull
Width (W _)
Pool Area / Bankfull
Cross Sectional Area
Variables
Pattern Variables
Pool to Pool Spacing (L_)
Meander Length (I.)
Beit Width (W_)
Radius of Curvature (R)
Sinuosity (Sin)
Pattern Ratios
Pool to Pool Spacing/
Bankfull Width ()
Meander Length/
Bankfull Width (L,,,/W_)
Meander Width Ratio
(W -(W-)
Radius of Curvature/
Bankfull Width (Re/W_)
Profile Variables
Average Water Surface Slope (Sd
Valley Slope (S,)
Riffle Slope (S_)
Pool Slope (S,,w)
Run Slope (S_
Glide Slope (S9_)
Profile Ratios
Riffle Slope/ Water Surface
Slope (S,,JS.,,)
Pod Slope/Water Surface
Slope (S S„d
Run Slope/Water Surface
Slope (S_/S„�
Glide Slope/Water Surface
Slope (S Sj
UT 2 (Downstream)
UT 2 (Downstream)
PROPOSED
PROPOSED
Eg 5
EIC 314
0.2
0.20
41.3
Axiom Environmental, Inc.
29.7 129.7
Range:
30.9 to
82.5
Dimension Variables
Med:
Range:
87.7
61.9 to
7.6
Med:
7.6
staightening activities
21.4-28
Range:
7.6
51.6
Med:
Mean: 9.4
Mean:
Range: 10.3 to 20.9 Ra
10.3
Range:
Range: 8.4 to 10.5
Range:
9.5
to
11.0
Mean: 0.8
Mean:
to
0.7
Mean: 1.1 Mean:
Range: 0.7 to 0.9
Range:
0.8
to
0.7
Mean: 1.3
Mean:
Mean:
1.0
8.5
Range: 1.1 to 1.5
Range:
0.9
to
1.1
No distinct repetitive pattern of
rifles and pools due to
Mean:
Range:
10.3
11.3
to
14.4
Mean:
Med:
1.4
Range:
staightening activities
to
Range:
1.0
to
1.5
Mean: 36
Mean:
0.0128
100
0.0108
Range: 15.0 to 75.0
Range:
50.0
to
150.0
Dimension
Ratios
0.0173
Range: 1.7 to 2.6
Range:
Mean: 3.9
Mean:
Mean:
9.7
Mean:
Range: 1.4 to 8.1
Range:
10.5
to
14.5
Mean: 12.0
Mean:
Range:
14.0
Mean:
Range: 9.3 to 15.0
Range:
12.0
to
16.0
Mean: 1.7
Mean:
1.5
1.4
Mean:
Range: 1.6 to 1.8
Range:
1.2
to
1.5
Mean: 2.0
Mean:
Mean:
1.0
Mean:
Range: 1.8 to 2.2
Range:
1.0
to
1.3
Mean: 0.40
Mean:
2.1
1.9
0.0 to
No distinct repetitive
Range:
1.3
to
2.1
pattern of riffles and
Mean:
0.0 to
1.1
Range:
pools due to
Range:
1.0
to
1.4
staightening activities
Mean:
1.4
1.4
Range:
1.1
Range:
1.1
to
1.6
UT 2 (Downstream)
Motes Creek (Upstream)
PROPOSED
PROPOSED
Pattern Variables
EIC 3/4
0.31
Med:
41.3
Axiom Environmental, Inc.
35.5
Range:
30.9 to
82.5
No distinct repetitive pattern of
riffles and pools due to
Med:
Range:
87.7
61.9 to
123.8
Med:
30.9
staightening activities
9.0
Range:
20.6 to
51.6
Med:
Med:
30.9
Range: 10.3 to 20.9 Ra
10.4
Range:
20.6 to
103.2
1.08
0.8
1.15
Range: 0.4 to 0.9 Range:
Pattern Ratios
to
0.8
Mean: 1.1 Mean:
Med:
4.0
0.9
Range: 0.9 to 1.3 Range:
Range:
3.0 to
8.0
Mean:
Med:
8.5
Mean:
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Range:
6.0 to
12.0
Med: 3.0
1.1
to
Range:
2.0 to
5.0
Med:
3.0
Range:
1.0
to
Range:
2.0 to
10.0
Profile Variables
Range:
Range: 17.0 to 55.0 Range:
0.0128
to
0.0108
Dimension Ratios
0.0134
100
0.0134
Mean:
Range:
Mean:
0.0173
Range: 1.7 to 2.6
Range:
Range:
0.0130 to 0.0194
Mean:
0.0011
Mean:
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Range:
0.0000 to 0.0076
Mean: 0.0043
12.0
to
Range:
0.0000 to 0.0086
Mean:
0.0012
1.4
Range: 1.4 to 2.3
Range:
0.0000 to 0.0086
Profile Ratios
1.5
Mean: 2.5
Mean:
Mean:
1.60
Range: 1.4 to 3.5
Range:
12 to
1.8
Mean:
0.10
Mean:
Mean:
No distinct repetitive pattern of
ril8es and pools due to
staightening activities
Range:
0.0 to
0.7
Mean: 0.40
to
2.1
Range:
0.0 to
0.8
1.1
Mean:
0.11
0.0 to
0.8
Range:
0.0 to
0.8
t:ausey rami Keterence includes measurments from a Keterence Site measured in 2004.
Motes Creek (Upstream)
Motes Creek (Upstream)
PROPOSED
PROPOSED
Cf 5
EIC 3/4
0.31
0.31
44.9
Axiom Environmental, Inc.
35.5
35.5
33.7 to
89.8
Dimension Variables
Med:
Range:
g
95.4
67.3 to
9.0
9.0
33.7
21.1-82
9.0
Range:
22.4 to
Mean: 15.6 Mean:
Med:
11.2
11.9
Range: 10.3 to 20.9 Ra
10.4
to
12.0
Mean: 0.6 Mean:
1.09
0.8
1.15
Range: 0.4 to 0.9 Range:
0.9
to
0.8
Mean: 1.1 Mean:
Med:
1.1
0.9
Range: 0.9 to 1.3 Range:
1.0
to
1.2
Mean:
8.5
12.3
Mean:
No distinct repetitive pattern o Ran
11.2
to
15.7
riffles and pools due to
1.1
to
Range:
staightening activities Mean:
5.0
1.5
3.0
Range:
1.0
to
1.7
Mean: 36 Mean:
10.0
50
Range:
Range: 17.0 to 55.0 Range:
30.0
to
100.0
Dimension Ratios
0.0148
100
Mean: 2.1
Mean:
Range:
4.5
0.0190
Range: 1.7 to 2.6
Range:
4.8
to
8.9
Mean: 31.8
Mean:
14.0
Range:
Range: 11.4 to 52.3
Range:
12.0
to
16.0
Mean: 1.8
Mean:
0.0007
1.4
Range: 1.4 to 2.3
Range:
1.2
to
1.5
Mean: 2.5
Mean:
1.60
1.0
Range: 1.4 to 3.5
Range:
1.0
to
1.3
0.7
Mean:
Mean:
1.9
0.40
staightening activities
Range:
1.3
to
2.1
No distinct repetitive pattern o
Mean:
0.11
1.1
riffles and pods due to
0.0 to
0.8
to
2.1
staightening activities
Range:
1.0
to
1A
Mean:
Range:
1.4
to
1.4
activities
Range:
1.1
to
1.6
Motes Creek (Upstream)
Motes Creek (Downstream)
PROPOSED
PROPOSED
Pattern Variables
Fg 5
E/C 3/4
Med:
44.9
Axiom Environmental, Inc.
0.47
Range:
33.7 to
89.8
No distinct repetitive pattern o
riffles and pools due to
Med:
Range:
g
95.4
67.3 to
134.7
Med:
33.7
staightening activities
Range:
22.4 to
56.1
Med:
33.7
11.9
Range:
22.4 to
1122
1.09
i
1.15
Range:
Pattern Ratios
to
13.8
Mean: 1.0
Med:
4.0
0.9
Range:
3.0 to
8.0
Med:
8.5
Mean: 1.8
Mean:
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Range:
6.0 to
12.0
Med: 3.0
1.1
to
Range:
2.0 to
5.0
Med:
3.0
18.1
Mean:
Range:
2.0 to
10.0
Profile Variables
Range:
1.2
0.0146
1.9
0.0119
Mean:
0.0148
100
0.0148
Range: 50.0 to 50.0
Range:
Mean:
0.0190
150.0
Dimension Ratios
Range:
0.0143 to 0.0214
Mean:
0.0012
Mean:
No distinct repetitive pattern oll
riffles and pools due to
staightening activities
Range:
0.0000 to 0.0083
Mean: 0.0048
8.4
Range:
0.0000 to 0.0095
Mean:
0.0013
0.0007
14.0
Range:
0.0000 to 0.0095
Profile Ratios
to
16.0
Mean: 1.9
Mean:
1.60
1.4
Range:
1.2 to
1.8
Mean:
Range:
0.10
0.0 to
0.7
No distinct repetitive pattern of
riffles and pools due to
Mean:
0.40
0.40
staightening activities
Range:
Range:
0.0 to
0.8
Mean:
0.11
0.11
1.9
Range:
0.0 to
0.8
Motes Creek (Downstream)
Motes Creek (Downstream)
PROPOSED
PROPOSED
Pattern Variables
Fg 5
E/C 3/4
Med:
0.47
Axiom Environmental, Inc.
0.47
Range:
38.7 to
47.9
No distinct repetitive pattern of
riffles and pools due to
47.9
109.7
77.4 to
154.9
Dimension Variables
38.7
11.9
11.9
25.8 to
64.5
17.4-34.3
Med:
11.9
Mean: 12.5
Mean:
129.1
12.9
i
Range: 10.6 to 16.1
Range:
11.9
to
13.8
Mean: 1.0
Mean:
4.0
0.9
Range: 0.7 to 1.1
Range:
1.0
to
0.9
Mean: 1.8
Mean:
No distinct repetitive pattern of
riffles and pools due to
staightening activities
1.3
6.0 to
Range: 1.6 to 1.9
Range:
1.1
to
1.4
No distinct repetitive pattern of
riffles and pools due to
Mean:
Range:
12.9
14.2
to
18.1
Mean:
1.8
2.0 to
staightening activities
Profile Variables
Range:
1.2
to
1.9
Mean: 50
Mean:
0.0085
100
0.0085
Range: 50.0 to 50.0
Range:
50.0
to
150.0
Dimension Ratios
Range:
0.0082 to 0.0122
Mean: 4.1
Mean:
7.7
Range:
Range: 3.1 to 4.7
Range:
8.4
to
11.6
Mean: 13.7
Mean:
0.0007
14.0
Range: 9.6 to 23.0
Range:
12.0
to
16.0
Mean: 1.9
Mean:
Mean:
1.4
Range: 1.5 to 2.7
Range:
1.2
to
1.5
Mean: 1.4
Mean:
No distinct repetitive pattern of
riffles and pools due to
staightening activities
1.0
0.40
Range: 1.2 to 1.8
Range:
1.0
to
1.3
Mean:
0.11
1.9
No distinct repetitive
Range:
1.3
to
2.1
pattern of riffles and
Mean:
1.1
pools due to staightening
Range:
1.0
to
1.4
activities
Mean:
1.4
Range:
1.1
to
1.6
Motes Creek (Downstream)
DESIGN GROUP, P.A.
PROPOSED
Pattern Variables
1 ' 915 JONES FRANKLIN ROAD
. - ' RALEIGH, NORTH CAROLINA 276D8
Med:
51.6
Axiom Environmental, Inc.
a, ENG FIRM LICENSE NO C-880
LA FIRM LICENSE NO. C-91
Range:
38.7 to
103.3
No distinct repetitive pattern of
riffles and pools due to
Med:
Range:
109.7
77.4 to
154.9
Med:
38.7
staightening activities
Range:
25.8 to
64.5
Med:
38.7
Range:
25.8 to
129.1
1.07
i
1.15
Pattern Ratios
Med:
4.0
Range:
3.0 to
8.0
Med:
8.5
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Range:
6.0 to
12.0
Med: 3.0
Range:
2.0 to
5.0
Med:
3.0
Range:
2.0 to
10.0
Profile Variables
0.0065
0.0068
0.0085
0.0085
Mean:
0.0109
Range:
0.0082 to 0.0122
Mean:
0.0007
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Range:
0.0000 to 0.0048
Mean: 0.0027
Range:
0.0000 to 0.0054
Mean:
0.0007
Range:
0.0000 to 0.0054
Profile Ratios
Mean:
1.60
Range:
1.2 to
1.8
Mean:
Range:
0.10
0.0 to
0.7
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Mean:
0.40
Range:
0.0 to
0.8
Mean:
0.11
Range:
0.0 to
0.8
\1111111111///
� ocrt��ignetYby: R 0!//''
�
fS
16017: 4L 7`-
2697
-26971
(-10 1 N
///IIIIIII111
10/19/2016
DATE:
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION S?E
COUNTY: ALAMANCE DATE: 20/5
rrSUNGATE
DESIGN GROUP, P.A.
1 ' 915 JONES FRANKLIN ROAD
. - ' RALEIGH, NORTH CAROLINA 276D8
...: ,,.
TEL [phone] FAX [phone]
Axiom Environmental, Inc.
a, ENG FIRM LICENSE NO C-880
LA FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
C-1
P1 Sto 0+37J0
A = /6" 54' 58.P (RT)
D = 260'26'07.Y
L = 650'
T = 327'
R = 22.00'
C-2
P1 Sto 0+70.08
A = /7" 49 34P (LT)
D = 260'26'07.Y
L = 6.84'
T = 3.45'
R = 22.00'
C-3
Pl Sto 1+168/
p = 14' 04' 095' (LT)
D = 260' 26' 073'
L = 5.40'
T = 2.71'
R = 22.00'
C-4
Pl Sto 1+4/55
� = 24' 27' 16.6 (RT)
D = 260'26'07.Y
L = 939'
T = 4.77'
R = 22.00'
C-5
P1 Sta /+7617
A = 30'09' 382' (RT)
D = 26(726'07.3'
L = //58'
T = 593'
R = 22.00'
C-6
Pl Sto 2+0923
A = 26'04' 40.6" (LT)
D = 260' 26' 073'
L = /0.0/'
T = 5.09'
R = 2200'
C-7
P/ Sta 2+4655
0 = 35'49 33T (RT)
D = 260' 26' 073'
L = /3.76'
T = 7J1'
R = 22.00'
C-8
PI Sta 2+82J1
A = 19' 42' 12.4' (LT)
D = 260' 26' 073'
L = 757'
T = 382'
R = 22.00'
C-9
Pl Sto 3+01.66
A = 7" 20' 31.9 (RT)
D = 260' 26' 07.3'
L = 2.82'
T =1.4/'
R = 22.00'
C -IO
PI Sta 3+2332
A = 23' 3/' 03.7' (LT)
D = 260' 26' 073'
L = 9.03'
T = 458'
R = 22.00'
C-/1
P1 Sto 3+4853
A = 24' 37' 155' (RT)
D = 269 26'07.Y
L = 9.45'
T = 480'
R = 2200'
C-/2
P1 Sta 3+77J8
A = 32' 02' 011' (LT)
D = 260' 26' 073'
L = I230'
T = 632'
R = 22.00'
C-13
PI Sto 4+01.96
p = 7'20'02Z(RT)
D = 260' 26'07.Y
L = 282'
T = Or
R = 22.00'
C-14
PI Sta 4+2539
0 = 27'46' 57.7' (LT)
D = 260'26'07-7
L = 10.67'
T = 5.44'
R = 22.W
C-15
Pl Sto 4+5788
A = 41' 23' 23T (RT)
D = 260' 26' 073'
L = 1589'
T = 831'
R=22.00'
C-/6
Pl Sto 4+9790
A = 28'18'22.Y(LT)
D = 260'26'07-r
L = 1087'
T=555'
R = 22.00'
C-17
Pl Sto 5+3756
A = 37-03'19T(RT)
D = 260'26'07.3'
L = 1423'
T = 737'
R = 22.00'
C-/8
P1 Sto 6+06.61
A = 50' 59 38.0' (LT)
D = 260' 26' 073'
L = /958'
T = 10.49'
R = 2200'
C-19
Pl Sta 6+47.63
A = 18' 31' 29.4' (LT)
D = 26U26'07.3'
L = 7JY
T = 359'
R = 22.00'
C-20
P1 Sta 6+9526
A = 77' 18' 37J' (RT)
D = 260' 26' 073'
L = 29.69'
T = 17.6(Y
R = 22.00'
C-21
Pl Sto 7+52.70
p = 99 43' 42.7' (LT)
D = 260' 26' 073'
L = 3829'
T = 26.09'
R = 22.00'
C-22
Pl Sta 7+96J6
= 68' 20' 32.7' (RT)
D = 260' 26' 073"
L = 2624'
T = /494'
R = 22.W
C-23
Pl Sto 8+4/,27
0 = 20' 55' 52.9' (LT)
D = 229'1(Y 592'
L = 9J3'
T = 4.62'
R = 25.00'
C-24
P1 Sto 8+7814
A = 26" 38' 04.6(RT)
D = 229' l0' 592'
L = 1/.62'
T = 592'
R = 25.00'
C-25
P1 Sto 9+21.84
A = 4P 51' 32.8' (LT)
D = 22710'592
L = 1826'
T = 956'
R = 25.00'
C-26
PI Sto 9+7155
A = 28' 57' 06.8' (RT)
D = 229' /0' 592'
L = 12.63'
T = 6.45'
R = 25.00'
C-27
P1 Sta 10+1698
A = 43'47' 121' (LT)
D = 229' 10'59Z
L = 19J1'
T = 10.05'
R = 25.00'
SHEET NAME
SHEET NUMBER
I PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE I
I i COUNTY: AtAMANCE I DATE: 2015 1
Z�t
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone]'3 FAX [phone]
FIRM LICEN
- ENG SE NO. C-690
LA FIRM LICENSE NO. C-91
10/19/2016
DATE:
-MOTES- STREAM ALIGNMENT DATA
STA-nONj LENGTH
I NORTHING 1 EASTING
0+00
POT 815,625.4465 1,916,762.9969
L1
33.83
S61'40'29"W
CH1
6.47
S70'07'58"W
L2
26.30
S78°3527W
CH2
6.82
S69°40'40'W
L3
40.62
S60'45'53"W
CH3
5.39
S53'4348"W
L4
17.39
S46'41'44"W
CH4
9.32
S58°5522"W
L5
23.97
S71'09'00"W
CH5
11.45
S86°13'49W
L6
22.31
N78'41'22"W
CH6
9.93
S88016'18"W
1.7
25.29
S75'13'58"W
CH7
13.53
N86'51'15"W
L8
25.09
N68°56'28"W
CH8
7.53
N78'47'35"W
L9
1439
N88°38'41"W
CH9
2.82
N84'58'25"W
L10
15.68
N81'18'10"W
CH10
8.97
S86'56'18"W
1-11
15.96
S75"10'47"W
CH11
938
S87'2924W
L12
17.68
N80°11'58"W
CH12
12.14
S83047'01"W
L13
17.38
S67'46'00"W
CH13
2.81
S71'26'01"W
L14
16.58
S75°06'02"W
CH14
10.56
S61'12'34"W
L15
18.96
S47 -19.05-W
CH15
15.55
S68'00'47'W
L16
26.88
S88'42'28"W
CH16
10.76
S74'33'17"W
L17
26.97
S60°24'06"W
CH17
13.98
S78'5546"W
L18
51.70
N82°32'34"W
CH18
18.94
S71'57'37"W
L19
2834
S46'2748'W
CH19
7.08
S37'12'03"W
L20
26.50
S27'56'18"W
CH2O
27.48
S66'35'37W
L21
19.26
N74°45'04"W
CH21
33.64
S55'23'04"W
L22
16.33
S05'31'13"W
CH22
24.71
S39'41'29"W
L23
29.18
S73°51'46"W
CH23
9.08
S63"2349"W
L24
26.44
S52°55'53"W
CH24
11.52
S66'14'55'W
L25
28.43
S79'3357"W
CH25
17.86
S58'38'11"W
L26
34.55
S3704225"W
CH26
12.50
S52'10'58"W
L27
29.21
S66'39'31"W
2H27
18.64
S44045'55"W
L28
25.66
S22'52'19"W

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
C-28
Pl Sto 10+66J2
0 = 59' 57' 002' (RT)
D = 229' /0' 592'
L = 26J6'
T = 14.42'
R = 25DO'
C-29
Pl Sto /1+1020
A = 30"1/' 2/.7' (LT)
D = 229' l0' 592'
L = I3J7'
T = 674'
R = 25.00'
C-30
Pl Sto 11+5273
p = 57'42 49.4(LT)
D = 229' 10'59Z
L = 25J8'
T = 13.78'
R = 25.00'
C-3/
P1 Sto //+95J2
A = 4L7[7'12.9(RT)
D = 229' /0' 592'
L = 1758'
T = 9J7'
R = 25.00'
C-32
PI Sto 12+279/
A = 34' 3/' 533' (LT)
D = 229' l0' 592'
L = 15.07'
T = 7.77'
R = 25.00'
C-33
PI Stc /2+69.63
= 67'0,9'02.Y(RT)
D = 229'10'59Z
L = 2930'
T = /659'
R = 25.00'
C-34
PI Sia 13+2653
A = /2" 34' 11.7' (LT)
D = 229' /0' 592
L = 5.48'
T = 275'
R = 25DV
C-35
PI Sto 13+8124
0 = 32'07'49.V(LT)
D = 229' l0' 592'
L = 14,02'
T = 720'
R = 25DU
C-36
PI Sto 14+20J1
0 = 61*W 26.3' (RT)
D = 229' l0' 59.2'
L = 26.66'
T = 1476'
R = 25.(710'
C-37
PI Sto 14+80J8
A = 55*12' 26.6' (LT)
D = 229' 10'59Z
L = 24,09'
T = 13.07'
R = 25DU
C-38
PI Sto 15+2558
A = 4T l2' 13.0' (RT)
D = 229' 10'592
L = 20.60'
T = 1092'
R = 25.00'
C-39
PI Sto /5+6589
A = /3' 39' 125' (LT)
D = 229' 10' 592'
L = 596'
T = 299'
R = 25.00'
C-40
PI Sto 16+06.47
A = 2/' l4' 46.9' (RT)
D = 22,710'59Z
L = 927'
T = 4.69'
R = 25.00'
C-41
PI Sta 16+74.03
,L = 7f 03' 27.4' (LTJ
D = 18449'30-5'
L = 38.45'
T = 22J4'
R=3/.00'
C-42
PI Sto 17+2292
0 = 23'47' 14.9' (RT)
D = 229' l0' 592'
L = 1038'
T = 527'
R = 25.00'
C-43
PI Sta 17+6752
0 = 32" 38 52T (LT)
D = 229' l0' 592'
L = 1425'
T = 732'
R = 25.00'
C-44
Pt Sto 18+15.63
A = 53" 03' 22.6' (RT)
D = 229'10'592
L = 23J5'
T = 12.48'
R = 2590'
C-45
PI Sto 18+552/
p = 2943'01.r(RT)
D = 229'10'592
L = 1297'
T = 6.63'
R = 25.00'
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
STATION LENGTH
COUNTY: ALWANCE DATE: 20/5
,.
SUNGATE DESIGN GROUP, P.A.
S22°52'19W
. As 915 JONES FRANXIJN ROAD
RALEIGH, NORTH CAROLINA 27888
24.98
[phone] FAX(919)85M258
ENG FIRM LICENSE NO. C-890
m
Axiom EnvironeMel, Inc.
L.A. FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10/19/2016
DATE:
-MOTES- STREAM ALIGNMENT DATA
STATION LENGTH
NORTHING FASTING
L28
25.66
S22°52'19W
CH28
24.98
S52'50'49W
L29
25.60
S82049'19"W
CH29
13.02
S67°4338"W
L30
22.33
S52"3757W
CH30
24.13
S23'4632W
L31
21.81
S05"04'52"E
CH31
17.22
S15'03'44"W
L32
16.62
S35°12'20"W
CH32
14.84
S17'5623W
L33
17.83
S00°4026W
CH33
27.65
S34°14'57"W
L34
41.44
S67'4929W
CH34
5.47
S61'3223"W
L35
44.79
S55'15'17W
CH35
13.84
S39°1122'W
L36
17.29
S23'0728'W
CH36
25.42
S53'40'41'W
L37
35.09
SI 354"W
CH37
23.17
S56037'41'W
L38
23.47
S29'0127'VV
CH38
20.02
S52'3734'W
L39
27.64
S76'1 3'40"W
CH39
5.94
S69'24'04W
L40
32.93
S62'3428W
CH40
9.22
S73'11'51 W
L41
40.84
S83`49'15W
CH41
36.03
S48'17'31"W
L42
27.32
S1204547W
CH42
10.30
S24'3925W
L43
32.16
S36°33'02W
CH43
14.05
S20°1336W
L44
28.70
S03'54'1OW
CH44
22.33
S30025'51"W
L45
2228
S56"5732W
C H45
12.82
S71 *49'03'W
L46
65.05
S86"4033W
1926.60
POT 814,768.6126 1,915,273.5856

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
C-/
PI Sto 0+0924
A = 30' 42' 23.7' (RT )
D = 56f 43' 24.0"
L = 5.47'
T = 280'
R = 1020'
C-2
Pl Sto 0+3032
A = 6,f14'009(LT)
D = 458' 21' 58.4
L = 14.0/'
T = 785'
R=1250'
Pl Sta 0+4735
,L = 16' 21' 02.9' (RT)
D = 400'40' Ill'
L = 4.08'
T = 2.05'
R = 1430'
C-4
Pl Sto 0+622/
A = 32 25' 47.0' (RT)
D = 545'40'26.7'
L = 594'
T = 3.05'
R = 1050'
C-5
Pl Sto 0+8192
A = 5/' 28' 51.9' (LT)
D = 572' 57' 28J'
L = 899
T = 482'
R = 10.00'
C-6
Pl Sto 1+0191
0 = 22' 4l' 385' (RT)
D = 375'5645-Y
L = 6.02'
T = 3.05'
R=1520'
Pl Sto /+29J6
,L = 84 44' 4/5' (RT)
D = 454 43' 423'
L = 1854'
T = /1.49'
R = 1250'
C-8
Pl Sta 1+5/57
p = 44 50' 598' (LT )
D = 48r2837.7'
L = 932'
T=4.9Y
R = 1190'
C-9
PI Sto 1+71.38
p = 7'09' 59.7' (LT)
D = 44737'23B'
L = 1.60'
T = 080'
R = 1280'
C-/0
Pl Sto 2+02.00
,L = 43' 50' 068 (LT)
D = 358'05'55.9
L = 1224
T = 6.44'
R = 16.00'
C-//
Pl Sto 2+22.49
0 = 22'30'329'(RT)
D = 358' 05' 55.0'
L = 629'
T = 3J8'
R = /6.0(7
C-/2
Pl Sta 2+5229
A = 4959439(RT)
D = 358' 05' 55.0"
L = 1396'
T = 7.46'
R = /6.00'
C-/3
Pl Sto 2+74.99
,L = 20'07124-T(LT)
D = 358'05'55.9
L = 5.62'
T = 284'
R = 16.00'
C-/4
PI Sto 2+9/J4
A = 6"00' 045' (RT)
D = 358' 05' 55.0"
L = 158'
T = 084'
R = 16.00'
C-/5
PI Sta 3+10.73
A = 32' 42' 317(LT)
D = 358' 05' 55.0'
L = 9J3'
T = 470'
R = 16.00'
C-/6
Pl Sto 3+3226
A = 2548' 35.4 (RT)
D = 358' 05' 55.0'
L = 832'
T = 426'
R = 16.00'
C-/7
Pl Sto 3+50.05
A = 25'47'239'(RT)
D = 358' 05'559
L = 729
T = 356'
R = 16.00'
C-/8
Pl Sta 3+77.46
,L = 38' 11' 135' (LT)
D = 358' 05' 55.0'
L = /056'
T = 554
R = 16.00'
C-/9
Pl Sta 4+02.77
A = 28 33' 032' (RT)
D = 358' 05' 55.0'
L = 797'
T = 4.07'
R = 16.00'
C-20
Pl Sta 4+2554
A = 32' /6' 013' (LT)
D = 35605'55.9
L = 9.0/'
T = 453'
R = 16.00'
C-2/
Pl Sto 4+4791
A = 49 26' 16.7' (RT)
D = 358' 05' 55.0'
L = 1381'
T = 737'
R = 16D9
C-22
Pl Sta 4+75.49
Z� = 5513' 42J' (LT)
D = 358'05'55.0'
L = 1654'
T = 9.09'
R = /6.00'
C-23
Pl Sto 4+9853
,L = 32 42' /32(RT)
D = 358' 05' 55.0'
L = 9J3'
T = 459'
R = /6.00'
C-24
PI Sto 5+30J5
,L = 42 2/' 07.4" (LT)
D = 358' 05' 55.0'
L = 1183'
T = 620'
R = 16D7
C-25
Pl Sto 5+62.73
A = 38'09' 14T (LT)
D = 358' 05' 55.0'
L = /055'
T = 553'
R = /6.00'
C-26
PI Sto 5+9673
0 = 69'31'44.Y(RT)
D = 358' 05' 55.0'
L = 19.42'
T =IIJY
R = 16.00'
C-27
Pl Sto 6+3054
A = 17' 27' 51.0' (LT)
D = 358' 05' 55.0'
L = 488'
T = 2.46'
R = 16.00'
C-28
Pl Sta 6+52.09
A = 29' 30' 105' (RT)
D = 293' 4928Z
L = 10.04'
T=5J3'
R = 1950'
C-29
PI Sto 6+94,87
0 = 6406' 06.4' (LT)
D = 3/8' l8' 35.6'
L = 20J4'
T = 1/27'
R = 18.00'
C-30
P1 Sto 7+37J3
A = 6-714'07Z(RT)
D = 3/8' l8' 355'
L = 1987'
T = 11.08'
R = 18.00'
C -3l
Pl Sto 7+6672
A = 2-730'09.4(LT)
D = 358' 05' 55.0'
L = 656'
T = 333'
R = /6.00'
C-32
Pl Sta 7+9055
A = 3/' 52' 302' (RT)
D = 358' 05'55.9
L = 890'
T = 457'
R = 16.00'
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
-UT1- STREAM ALIGNMENT DATA
STATION LENGTH
NORTHING I EASTING
0+00
21.41
POT 816,5462218 1,916,086.0033
L1
6.44
S03°04'46"E
CH1
5.40
S12°16'26"W
L2
10.57
S27°37'38"W
CH2
13.29
SO4°2923"E
L3
8.81
S36°3623"E
CH3
4.07
S28°25'52"E
L4
9.78
S20"15'20"E
CH4
5.86
SO4°02'27"E
L5
12.00
S12°10'27"W
CH5
8.69
S13°33'59"E
L6
12.77
S39°1825"E
CH6
5.98
S27°57'36"E
L7
12.78
S16°3647"E
CH7
16.98
S25°45'34"W
L8
10.46
S68°07'55"W
CH8
9.08
S45°42'25"W
L9
14.50
S23°16'55"W
CH9
1.60
S19°41'55"W
L10
23.39
S16'06'55"W
5H10
11.94
S05°48'08"E
L11
11.50
S27°43'11"E
CH11
6.25
S16°27'55"E
L12
19.24
S05°12'39"E
CH12
13.52
S19'47'13"W
L13
13.37
S44°47'05"W
CH13
5.59
S34°4323"W
L14
12.52
S24°39'40"W
CH14
1.68
S27°39'43"W
L15
14.06
S30°39'45"W
CH15
9.01
S14°18'29"W
L16
12.83
S02°02'47"E
CH16
823
S12°51'31"W
L17
10.06
S27°4549"W
CH17
7.14
S40°39'31"W
L18
18.33
S53°33'13"W
CH18
10.47
534°27'36"W
L19
16.12
S15°21'59"W
CH19
7.89
S29°38'31"W
14.23
S43°55'02"W
8.89
S27°47'02"W
10.62
S11°39'01"W
d
13.38
S36°22'09"W
12.05
S61°05'18"W
15.81
S31°2827"W
10.90
S01°51'36"W
9.01
S18°12'42"W
L24
-24
20.99
S34°3349"W
EH
11.56
S13°23'15"W
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
-UT1- STREAM ALIGNMENT DATA
COUNTY: ALAMANCE IDATE: 2015
NORTHING T EASTING
SUNGATE DESIGN GROUP, P.A.
21.41
S07°47'18"E
CH25
. ' 915 JONES FRANKLIN ROAD
S26°5156"E
RALEIGH, NORTHCAROUNA 27898
17.77
TEL [phone] FAX (919) 859$258
ENG FIRM LICENSE NO.
Axiom Environmental, Inc.
CA90
L.A. FIRM LICENSE NO. C-91
\\\ \1)IlIIIIllli
\ §ign�'d�yyG
�C 84/\9 C3
CL
26971 =
y�q G Q P�
10/19/2016
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-UT1- STREAM ALIGNMENT DATA
STATION LENGTH
NORTHING T EASTING
L25
21.41
S07°47'18"E
CH25
10.46
S26°5156"E
L26
17.77
S450 33"E
CH26
18.25
S11°10'41"E
L27
23.04
S23°35'11"5
CH27
4.86
S14°51'16"W
L28
1 14.00
S06°0720"W
CH28
9.93
S20°5225"W
L29
26.60
S35°3731'W
CH29
19.10
S03°3428'W
L30
22.31
S28°2836"E
CH30
18.87
S03°082811V
L31
17.48
S34°4532"5
CH31
6.52
S23°0027W
L32
16.02
S11°1522"5
CH32
8.79
S27°1137"W
L33
1 19.84
S43°07'52'5

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
C-33
PI Sto 8+3156
A = 86'10'34T(LT)
D = 318' l8' 35.6'
L = 27.07'
T = 16.84'
R = 18.00'
C-34
PI Sto 8+64.65
A = 8' 07' 23.0' (RT )
D = 358'05'55.9
L = 227'
T = 1,14'
R = 16.00'
C-35
PI Sto 8+8395
Z1, = 36' 39' 27.7' (LT )
D = 358' 05' 55.0'
L = 1024'
T = 530'
R = 16DV
C-36
P1 Sta 9+1452
A = 76' 39 515' (RT)
D = 358' 05' 55.0'
L = 21.41'
T = 1255'
R = 16.00'
C-37
PI Sto 9+4529
A = l5 0T 305' (LT)
D = 318' l8' 35.6
L = 6.01'
T = 3.03'
R = I8.00'
C-38
PI Sto 9+70J8
p = 20' 30' 3/3' (RT)
D = 358' 05' 55.0'
L = 5.73'
T = 2.89'
R = /6.00'
C-39
PI Sta 10+0690
A = 70"55'20.,C(LT)
D = 318' 18' 35.6"
L = 2228'
T = 12.82'
R = 18.00'
PI St 10+4926
A = 46' 43' 00.7*(RT)
D = 358'05'55.9
L = 13.05'
T = 691'
R = )6.00'
C-41
P1 Sta 10+77.80
p = 38'09' 50.0' (LT)
D = 358' 05' 55.0'
L = 10.66'
T = 553'
R = 16.00'
C-42
PI Sto 11+06.81
A = 45'56'427'(RT)
D = 358'05'55.0'
L = 12.83'
T = 6.78'
R = 16.00'
C-43
PI Sto 11+3123
A = 35' 07' 58.4' (LT )
D = 358' 05' 55.0'
L = 9.81'
T = 5.07'
R = 16.00'
C-44
PI Sta 11+5954
p = 3l' 30' 423' (RT)
n _ zGcn�Gin
C-45
PI Sto I1+81.78
A = 39' 57' 00.3' (LT)
D = 358"05'55.9
L = 11J6'
T = 5.82'
R = 16.00'
Pl 5 o I2+20.61
,L = 107'42'16.4(RT)
D = 358' 05' 55.0'
L = 30.08'
T = 2/90'
R = 16.00'
C-47
PI Sto 12+49.37
A = 38' 40' 085' (LT)
D = 358' 05'55.9
L = 10.80'
T = 5.61'
R = 16.00'
C-48
PI Sta 12+7291
p = 28'29 57.7' (RT )
n _ zGanG��n
C-49
PI Sto 12+9899
A = 3807' 05.6' (LT)
D = 358'05'55.9
L = 1054'
T=553'
R = 16.00'
C-50
PI Sta 13+31.68
A = 5! 33' 14.6' (RT)
D = 358' 05' 55.0'
L = 14.40'
T = 7.73'
R = 16.00'
C-51
PI Sto 13+79.01
A = 49' 20 02.8' (LT)
D = 358' 05' 55.0'
L = 1378'
T = 735'
R = 16.00'
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
-UT1- STREAM ALIGNMENT DATA
COUNTY: ALAMANCE I DATE: 2015
r
SUNGATE DESIGN GROUP, P.A.
L33
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27808
_
Axiom Envlmnmentsl, Inc.
TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. C890
LA FIRM LICENSE NO. G91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R'b u, iced 6vQ R 0
= 1D8� �1�9AC� �
26971 = _
Qj
tiO4 G, D P�
DATE:
10/19/2016
-UT1- STREAM ALIGNMENT DATA
STATION
LENGTH
NORTHING FASTING
L33
19.84
S43°07'52"W
CH33
24.59
S00°0235'W
L34
21.71
S43002'42"E
CH34
2.27
S38°59'01"E
L35
12.88
S34"55'19"E
CH35
10.06
S53'1 5'037E
L36
13.08
S71"3447"E
CH36
19.85
S33'14'51 "E
L37
18.87
S05°0504W
CH37
5.98
SO4'28'41"E
L38
19.02
S14°0226"E
CH38
5.70
S03°47'11"E
L39
21.07
S06'2805W
CH39
20.89
S28°5935"E
L40
25.99
S64'27'15"E
CH40
12.69
S41'05'45"E
L41
16.87
S17°44'15'E
CH41
10.46
S36'49'10"E
L42
17.10
S57'4424"E
CH42
12.49
S34'4603"E
L43
13.31
S1 1'4742"E
CH43
9.66
S29'21'41"E
L44
19.15
S46'55'40"E
CH44
8.69
S31°10'19"E
L45
12.04
S15'24'58"E
CH45
10.93
S35°2328"E
L46
11.59
S55'21'58"E
CH46
1 25.84
S01°30'50'E
L47
14.98
S52'20'18W
CH47
10.59
S33°00'14W
L48
14.29
S13°40'10W
CH48
7.88
S27°5509W
L49
16.66
S42°1008W
CH49
10.45
S23°0635W
L50
19.84
SO4'0302W
CH50
13.92
S29°4939W
L51
33.31
S55°36'16W
CH51
13.36
S30°56'15W
L52
15.53
S06'16'14W
1400.96
1
POT 815,371.5489 1,916,008.0641

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
•
C-/
P1 Sto 0+0386
A = 26' 20' 082' (LT )
D = 498' 13'27.9
L = 529'
T = 2.69
R = n50'
PI Sto 0+/6.49
A = 17' 48 52.4' (LT)
D = 498' 13' 27A'
L = 358'
T = /.87
R = 1157
PI Sto 0+43.72
A = 72' 5r 58.4 (RT)
D = 498' 13' 27A'
L = /4.63'
T = 8.49'
R = 1157
C-6
PI Sto 1+15.85
A = 88' 42 489' (LT)
D = 485' 33' 26.8'
L = 1827'
T = 1154'
R = 1187
C-7
PI Sto 1+4920
A = 37' 15' 008' (RT)
D = C>03'06'48.5'
L = 6J8'
T = 327
R = 957
PI Sta 1+6037
A = 13' 57' 46J' (LT)
D = 38r 58'187'
L = 3.66'
T = /.84'
R=15.00'
C-/0
Pl Sto 2+11.19
A = 3617'559(LT)
D = 60-70648.5'
L = 635'
T = 330'
R=957
C-//
PI Sto 2+2834
A = 53' 37' 233' (RT)
D = 9240731.7"
L = 5.87
T = 3J3'
R=627
C -l2
PI Sta 2+39.67
'L = 62 22' 24 ' (LT)
D = 924'07"31J"
L = 6.75'
T = 375'
R=627
C -l4
PI Sta 2+71.96
p = 32' 20' 182' (LT)
D = 381*58' 187'
L = 8.47'
T = 435'
R = 15.07
C-/5
Pl Sto 3+0/99
A = 9126'34.F(RT)
D = 38r 58' 18.7'
L = 2.47'
T = 124
R=15.7
C-/6
P/ Sta 3+29.83
A = 3r 5r 322' (LT )
D = 381*58' 18.7'
L = 834'
T = 428'
R = 15.00'
C-/7
Pl Sta 3+47.01
A = W5011.6(RT)
D = 603'06' 485'
L = 8.43'
T = 452'
R = 950'
C-18
Pl Sta 3+6237
A = 57' 14' 03.8' (LT)
D = 603'06' 485'
L = 9.49'
T = 5J8'
R = 957
C-/9
PI Sto 3+8759
A = 5r0133'(RT)
D = 38r58'18.7'
L = 13.43'
T = 727
R = 15.07
C-20
PI Sto 4+0528
A = 34 20'42-q (LT)
D = 603'06' 485'
L = 5.69'
T = 294'
R = 950'
C-21
PI Sto 4+22.80
A = 28' /6' 545' (RT)
D = 603' 06' 485'
L = 4.69'
T = 239'
R=957
C-22
P1 Sto 4+3736
A = 35'38'13e(LT)
D = 603' 06' 485'
L = 59/'
T = 3.05'
R = 957
C-24
PI Sto 4+66J1
A = 293353Z(LT)
D = 603' 06' 485'
L = 490'
T = 251'
R = 957
C-25
PI Sto 4+79,83
p = /737' 235' (RT )
D = 38r 58' 18.7'
L = 278'
T = 139'
R = 15.00'
C-26
PI Sta 5+0153
,L = 2r I718T (LT)
D = 38r58'18.7'
L = 554'
T = 2.87
R=15.7
C-4 C-9 C-13 C-23 C-27
P/ Stn n+rr)An Pl iter l+9PFi3 Pl Ctn P+5iF7 Pl Stn 4+54.42 Pl Stn F+2714
C-29
PI Sto 5+61.02
A = 23' 54' 46A' (LT)
D = 643' 4622f
L = 37/'
T = 1.88'
R = 897
C-30
PI Sto 5+75.61
A = 68' 29 37.4' (RT)
D = 643' 4622.r
L = 10.64'
T = 6A6'
R = 897
C-31
PI Sto 5+9687
A = 5' 23' 485' (LT)
D = 38r 58' 187'
L = 1.4r
T = 07/'
R = /5A7
C-32
PL 5ta 6+16.64
=47 27'24.7(RT)
= 38r58'18.7'
= 1059'
= 553'
_ 15.00'
33
Sta 6+4173
=34 30'08.9 (LT)
= 38r 58'18.7'
= 4.66'
= 15.07
34
Sta 6+75D7
=6r 05' 36.4(RT)
= 38r 58' 187'
= 8.85'
_ 15.00'
35
Sta 7+0672
=63' 4747f (LT)
= 38r 58' 187'
= 1677
= 934'
= 15.07
36
Sta 7+3058
= 4r 49'13.r (RT)
= 381*58' 187'
= 1095'
= 573'
= 15.07
37
Sto 7+55.62
=33' 53'00.7' (LT)
= 38r58'187'
= 8.87'
= 457'
= 15.07
38
Sta 7+82.83
=12'39'379 (LT)
= 38r58'18.7'
= 331'
= I.66'
= 15.00'
39
Sta 8+1277
= 78' 53' 557 (RT)
= 38r 58'18T
20.66'
= 1234'
= 15.07
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. IN 91 S JONES FRANICIN ROAD
RALEIGH, NORTH CAROLINA 27806
...
TEL [phone] FAX [phone]
;•a',`"'
AXlom Environmental, Inc.
B! \\'f�� - ENG FIRM LICENSE NO. C-090
L.A. FIRM LICENSE NO. C-91
10/19/2016
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C-40
PI Sto 8+3597
A = 30' 2r 24.6' (LT)
D = 381'58'18.7"
L = 795'
T = 4D7'
R=I5A7
C-4/
PI Sto 8+54.90
& = 23' 57 27.9' (RT)
D = 38r58'18.7'
L = 624'
T = 3J7'
R=15.7
C-42
PI Sta 8+789/
A = 46' 23' 47.4 (LT)
D = 38r 58'187
L = 12J5'
T = 6.43'
R=15.7
C-43
Pl Sto 9+05J1
A = 2414' 27A' (RT)
D = 38r 58'187
L = 635'
T = 322'
R=15.07
C-44
PI Sta 9+3192
A = 54 36' 425' (LT)
D = 381'58'18.r
L = 1437
T = 774'
R=15.07
C-45
PI Sta 9+6377
A = 42'50'43.7(RT)
D = 38r 58' 187
L = 1122'
T = 5.89'
R = 15.00'
C-46
Pl Sto 10+0/59
p = 23'06' 079(RT)
D = 38r56'18.7'
L = 6.05'
T = 3.07'
R=15.7

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBD612CE
C-47
PI Sto /0+3/.90
A = 6r 16' 239' (LT)
D = 38r 58' l87'
L = 16.04'
T = 8.88'
R = 15D9
C-48
PI Sto 10+7823
0 = 57' Il' 35J' (RT)
D = 318' 18'35H
L = 1797'
T = 9.81'
R = 18.00'
C-49
Pl Sto I1+1030
p = 39' 57' 13.8' (LT )
D = 38r 58' l87'
L = 10.46'
T = 5.45'
R=15DV
C-50
Pl Sto 11+38.06
A = 36' 56' 355' (RT)
D = 318' l8' 35.6"
L = 1/.6/'
T = 691'
R = 1890'
C-51
PI Sto 11+66.41
p = 36'53'50E(LT)
D = 286' 28' 449
L = 12.88'
T = 6.67'
R = 2020'
0
C-52
PI Sta 12+14.63
p = 86'12'402(RT)
D = 286'28 44.0'
L = 3099'
T = 1872'
R = 20.00'
C-53
Pl Sto 12+7232
A = 77' 12' 31.8' (LT )
D = 286"28 44.0'
L = 2695'
T = 1597'
R = 2090'
C-54
PI Sta 13+1074
A = 1614'34.Y(RT)
D = 286' 2844.9
L = 637'
T = 321'
R = 2090'
C-55
Pl Sto 13+44.80
A = 37- 07' 337' (LT)
D = 286 28' 449'
L = /296'
T = 672'
R = 2090'
C-57
PI Sta 14+2520
0 = 80' 38' 272' (RT)
D = 286'28 449
L = 28J5'
T = 1697'
R = 20.00'
C-58
Pl Sto 14+6592
A = 10' ll' 20.8' (LT)
D = 286' 28' 44.0'
L = 356'
T = 178'
R = 20.00'
C-59
PI Sto 15+00.64
A = 57'09' 54J' (RT)
D = 286' 28 44.9
L = 1995'
T = 1090'
R = 20.00'
PI St 15+37.06
A = 44 35' 209(LT)
D = 286' 28 449'
L = 1556'
T = 820'
R = 2090'
C-62
Pl Sta 16+0/36
A = 70'07101f(LT)
D = 286 28 44ff
L = 24.48'
T = /4.03'
R = 20.00'
C-63
Pl Sto /6+3795
A = 45' 20' 35.8' (RT)
D = 286' 28' 44.0'
L = 15.83'
T = 835'
R = 2090'
C-64
Pl Sta 16+7035
p = 36' 36' Il.8' (LT)
D = 286' 28 44.0'
L = 1278'
T = 6.62'
R = 2090'
C-65
Pl Sta /7+/925
A = 86'50' 40J' (RT )
D = 260' 26' 073'
L = 3335'
T = 20.82'
R = 22D0'
C-67
Pl Sta 17+7727
A = 2,438'02.Y(RT)
D = 2862844.7
L = 8.60'
T = 4.37'
R = 20.00'
C-68
Pl Sta 18+15.68
A = 6749,46B(LT)
D = 260' 26' 073'
L = 26.04'
T = /479'
R = 22.90'
C-69
Pl Sta 18+63.84
A = 2-q4833.7(RT)
D = 26926'07-3'
L = 11.45'
T = 5.86'
R = 2290'
C-70
PI Sto 19+05.67
A = 6911'59e(LT)
D = 260' 26' 073'
L = 23JZ
T = 12.75'
R = 2290'
C-56 C-6/ C-66 C-7/
Pl Sta 13+8626 PI Sto 15+63.05 Pl Sta /7+5390 Pl Sto 19+47.85
A = 57*18' 50.4 (LT) p = l8' l2' 519(RT) A = 28' 26' 14.4' (LT) p = 42'00'55Z(RT)
D = 286' 28' 449' D = 286' 28 449 D = 286' 28' 449' D = 260' 26' 073'
L = 20.01' L = 636' L = 993' L = 16J3'
T = 1093' T = 321' T = 5D7' T = 8.45'
C-72
PI Sto 19+8129
p = 18' 19' 179(LT)
D = 260' 26' 073'
L = 7D4'
T = 355'
R = 2290'
C-73
PI Sto 20+2/52
A = 47' /6' 39.0' (RT )
D = 260'26'07-3'
L = 18J5'
T = 9.63'
R = 22.00'
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANIQIN ROAD
RALEIGH, NORTH CAROLINA 27906
TEL [phone] FAX [phone]
1 - ENG FIRM LICENSE NO. C-890
L.A. FIRM LICENSE NO. C-91
\� b;;w�ignid.6.yR0
R-
�0� i
��"�8`A L77
26971 = _
IN
O O
ti q C; D P�
�/111)Ilillll(� �
10/19/2016
TE.-
C-56
E:

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBD612CE
so
4)
-UT2- STREAM ALIGNMENT DATA
-UT2- STREAM ALIGNMENT DATA
STATION LENGTH
I NORTHING EASTING
0+00
N71°42'27"W
IPOT 814,345.7775 1,916,958.7554
6.30
1.17
N56°27'13"VV
15.94
5.24
N69°37'17"W
13.76
8.23
N82°47'21"W
N
3.56
S88°18'12"W
10.96
16.96
S79°2346"W
29.53
13.66
N64°10'15"W
6.01
9.04
N27°44'15"W
18.34
10.46
N68°32'35"W
L5
6.48
S70°39'05"W
6H5
13.59
N74°10'59"W
L6
13.05
N39°01'02"W
CH6
16.50
N83°2226"W
L7
23.41
S52°16'09"W
CH7
6.07
S70°53'40"W
L8
6.36
S89°31'10"W
CHB
3.65
S82°32'17"W
L9
28.23
S7503324"W
CH9
4.37
S83°55'34"W
L10
13.09
N87°42'15"W
CH10
6.23
S73°08'47"W
1-11
10.96
S53°59'49"W
CHI
5.59
S80'48'31 -W
L12
4.91
N72°22'48 -W
CH12
6.42
S76°26'00"W
L13
6.28
S45°14'47"W
CH13
8.46
S71°41'16"W
L14
9.90
N81°52'15"W
CH14
8.35
S81°57'36"W
L15
24.67
S65°47'27"W
CH15
2.47
S70°30'44"W
L16
22.33
S75°14'02"W
CH16
8.23
S59°18'16"W
L17
8.61
S43°22'30"W
CH17
8.16
S68°48'35"W
L18
6.26
N85045'19"W
CH18
9.10
S65°37'39"W
L19
13.72
S37°00'37"W
CH19
12.98
S62°39'14"W
L20
8.52
S88°17'51"W
CH2O
5.61
S71°07'29"W
L21
12.38
S53°57'081V
CH21
4.64
S68005'35"W
L22
9.20
S82°14'02"W
CH22
5.81
S64 24'55"W
L23
10.81
S46°35'48"W
CH23
6.39
S66°15'32"W
L24
6.05
S85'55'1 5"W
CH24
4.85
S71°08'19"W
L25
9.94
S56°21'22"W
CH25
2.78
S61°40'04"W
L26
17.51
S66°58'46"W
CH26
5.51
S56°23'36"W
L27
18.75
S45°48'27"W
CH27
7.41
S19°58'52"W
L28
14.91
S05°50'43"E
CH28
7.58
S19'22'27"W
L29
5.70
S44°35'38"W
CH29
3.69
S32°38'15"W
L30
6.71
S20°40'52W
CH30
10.02
S54°55'40"W
L31
15.98
S89°10'29"W
CH31
1.41
SB6°28'35"W
L32
13.54
S83°46'41"W
CH32
10.37
N75°59'37"W
L33
15.36
N55045'55"W
CH33
8.90
N73°00'59"W
L34
20.12
S89°43'57"W
CH34
15.25
N59°43'14"W
L35
15.17
N29°10'26"W
CH35
15.85
N61°04'20"W
L36
10.77
S87°01'47"W
CH36
10.71
N72°03'37"W
L37
1525
N51°09'00"W
CH37
8.74
N68°05'31"W
L38
21.25
N85'02'01"W
CH38
3.31
S88°38'10"W
L39
15.95
S82°18'21"W
CH39
19.06
N58°14'41"W
L40
10.82
N18°4743"W
CH40
7.85
N33°58'25"W
L41
11.89
N49°09'08"W
CH41
6.20
N37 13'54"W
L42
14.51
N25°18'40"W
CH42
11.82
N48°30'34W
-UT2- STREAM ALIGNMENT DATA
STATION LENGTH
L43
17.26
N71°42'27"W
CH43
6.30
N59°35'14"W
L44
15.94
N47'28'00"W
CH44
13.76
N74046'22"W
L45
19.41
S77055'17"W
CH45
10.96
N80°39'21"W
L46
29.53
N59°13'59"W
CH46
6.01
N47°40'55"W
L47
18.34
N36°07'51"W
CH47
15.29
N66°46'03"W
L48
29.36
S82°3545"W
CH48
17.23
N68°48'28"W
L49
18.47
N40°12'40"W
CH49
10.25
N60°11'17"W
L50
16.73
N80°09'54"W
CH50
11.41
N61 *41'36"W
L51
16.09
N43°13'18"W
CH51
12.66
N61°40'14"W
L52
23.30
N80°07'09"W
CH52
27.33
N37°00'49"W
L53
30.35
N06°05'31"E
CH53
24.96
N32°30'45"W
L54
24.22
N71°07'01"W
CH54
6.34
N61°59'43W
L55
24.19
N52°52'26"W
CH55
12.73
N71°26'13"W
L56
24.28
N90°00'00"W
CH56
19.18
S61°20'35"W
L57
12.90
S32°41'10"W
CH57
25.88
S73°00'23"W
L58
27.76
N66°40'23"W
CH58
3.55
N71°46'04"W
L59
22.05
N76°51'44"W
CH59
19.14
NAB* 16'47"W
L60
19.17
N19°41'50"W
CH60
15.17
N41°59'30"W
L61
15.41
N64°17'11"W
CH61
6.33
N55°10'45"W
L62
21.12
N46°04'19"W
CH62
22.98
N81 °07'49"W
L63
17.80
S63°48'40"W
CH63
15.42
S86 -28-58-W
L64
18.31
N70°50'44"W
CH64
12.56
N89°08'50"W
L65
21.92
S72°33'04"1N
CH65
30.24
N64°01'36"W
L66
17.06
N20°36'16"W
CH66
9.82
N34 -49-23-W
L67
14.14
N49°02'30"W
CH67
8.53
N36°4329"W
L68
19.38
N24°24'28"W
CH68
24.55
N58°19'21"W
L69
31.05
S87°4545"W
CH69
11.32
N77°19'58"W
L70
23.69
N62°25'41"W
CH70
22.07
S87°28'19"W
L71
23.16
S57°22'19"W
CH71
15.77
S78°2247"W
L72
22.21
N80°36'46"W
CH72
7.01
N89°46'25"W
L73
27.12
S81003'56"W
CH73
17.64
N75°17'44"W
L74
40.56
N51°39'25"W
2070.61 1
1 POT 814,673.0477 1,915,273.9319
SHEET NAME I SHEET NUMBER
CURVE DATA -UT 2- 3F
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
:vie
AKiom Envimnn entsl, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUNGATE DESIGN GROUP, P.A.
.* +' 915 JONES FRANKLIN ROAD
• �l�{��' ENG(919)FIRM8 OLINA 27WO
CENS H, NORTH FAX(91910S59d258
\ / LA. FIRM LICENSE NO. G91
\\��I111 V VIII/
"igr"Yd Q
� �0
26971
I N
0 //VIII\
y�A 0 9P"
10/19/2016
DATE:

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
•
C-/
Pl Sta 0+10J9
0 = 3/' 16'05Z (LT)
D = 5725728.r
L = 5.46'
T = 260'
R = 10.00'
C-2
PI Sta 0+3/.44
= 80-4458.9(RT)
D = 763' 56' 37.4'
L = 1057'
T = 638'
R=750'
Pl Sto 0+4263
A = 19' 20' 595' (LT)
D = 763' 56' 37.4
L = 253'
T = 128'
R = 750'
C-4
P1 Sto 0+57.05
A = 10' 43' 55.7' (RT)
D = 795' 46' 29D'
L = 135'
T = 0.68'
R = 720'
C-6
PI Sta 0+7689
,L = 23' 31'472(RT )
D = 674' 04'04B'
L = 3.49'
T=177'
R = 850'
Pl Sto 0+8692
A = 20' 54' 272(RT )
D = 674' 04' 042'
L = 3J0'
T = /57'
R = 850'
Pl Sto 0+9886
A = 22' 28' 53b' (LT )
D = 674 04' 042'
L = 334'
T = 1.69'
R = 8"50'
P1 Sta 1+3526
A = 59' 04' 095' (RT)
D = 54931'34.,f
L = 1093'
T = 6D1'
R = 10"60'
C-/0
PI Sto 1+57B2
A = 4'50' 283' (LT)
D = 540' 31' 34.4'
L = 090'
T = 0.45'
R = (0.60'
C-//
Pl Sto 1+7185
p = 4 59'08.r (RT)
D = 540' 3P 34.4'
L = 092'
T = 0.46'
R = /0.60'
C-/2
Pl Sto 1+8624
A = 19'18'38.4(LT)
D = 540' 31' 34.4
L = 357'
T = 1.80'
R = /Obg
C-13
Pl Sto 2+0479
A = 2Z28'18-q(RT)
D = 540'31'34.4'
L = 4J6'
T = 2Jl'
R = /0.60'
C -l4
P1 Sta 2+24J9
A = 1606'32.,-r(LT)
D = 54731'34.4'
L = 335'
T = 1.69'
R = /0.60'
C-15
Pl Sto 2+41.64
A = 1424'55.6'(RT)
D = 54731'34.4'
L = 2.67'
T =134'
R = 10"60'
C-/6
PI Sta 2+8459
A = 68' 50' 402' (LT)
D = 38r58'18.7'
L = 18.02'
T = 1028'
R=15DU
PI Sto 3+0534
A = if 0/' 185' (RT)
D = 381*58' 18.7'
L = 269'
T = /.45'
R = 15DO'
C-19
PI Sto 3+4055
A = 54 46'36B* (RT)
D = 381' 58' 187'
L = 14"34'
T = 7.77'
R = 15.00'
C-20
Pl Sto 3+59.73
A = 26' /3' 4/B' (LT)
D = 38r58'18.7'
L = 667'
T = 3.49'
R = /5.00'
C -2l
Pl Sta 3+8032
A = 2446'07.Y(RT)
D = 38/' 58' 18.7'
L = 6.48'
T = 329'
R = 15DO'
C-22
Pl Sta 4+1029
p = 45' 22' 009(LT)
D = 381' 58' 187'
L = 1168'
T = 627'
R = /5.00'
C-5 C-18 C-23
Pl S10 0+66.03 Pl Sto 3+21J1 PI Sta 4+39.37
p = 20'56'09Z(LT) L = /5' 39 46.7' (LT) L = 48' 3/' 37.9' (RT)
n = 795' 46' 29D' n = -W58'18.7' n
C-24
PI Sto 4+75.79
A = 82' 57' 095' (LT)
D = 381' 58' 18.7'
L = 2/.72'
T = 1326'
R = 15.00'
C-25
P1 Sta 5+0626
A = 3,4'40'44j7(RT)
D = 38f58'18.7'
L = 9.08'
T = 4.68'
R=15.00'
C-26
Pl Sta 5+26.44
A = 19' 39' 32J' (LT)
D = 38r58'18.7'
L = 5J5'
T=2.W
R = 15"00'
C-27
Pl Sta 5+46B7
A = 38'53'28b'(RT)
D = 38/' 58' 187'
L = 10J8'
T = 530'
R = 15DO'
SHEET NAME
SHEEP NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
t
Axiom Envimnmemel, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-UT3- STREAM ALIGNMENT DATA
STATION
LENGTH
NORTHING EASTING
0+00
POT 813,913.1407 1,916,110.3532
LI
7.40
N65"33'53"W
CHI
5.39
N81'11'56"W
L2
12.21
S83'10'02"W
CH2
9.72
N56"27'29W
L3
5.92
N16'05'00"W
CH3
2.52
N25'45'30"W
L4
12.29
N35°26'00"W
CH4
1.35
N30'04'02"W
L5
6.98
N24'42'04"W
CH5
2.62
N35'10'09"W
L6
7.79
N45'38'13"W
CH6
3.47
N33'52'20"W
L7
6.74
N22'06'26"W
CH7
3.08
N11'39'12"W
L8
8.72
N01"11'59"W
CH8
3.31
N12"26'26"W
L9
28.75
N23'40'52"W
CH9
10.45
N05"51'12"E
L10
17.18
N35°23'17"E
CH10
0.90
N32°58'03"E
1-11
13.12
N30°32'49"E
CH11
0.92
N33°02'23"E
L12
12.13
N35031'57"E
CH12
3.56
N25°52'38"E
L13
14.67
N16°13'18"E
CH13
4.13
N2702728"E
L14
15.66
N38°41'37"E
CH14
3.34
N29°38'21"E
L15
14.45
N20°35'05"E
CH15
2.66
N27°47'33"E
L16
31.35
N35°00'00"E
CH16
16.96
NOO°34'40"E
L17
11.56
N33'50'40"W
CH17
2.88
N28'20'00"W
L18
12.27
N22"49'21"W
CHIS
4.09
N30'39'15"W
L19
9.63
N38"29'08"W
CH19
13.80
N11'05'50"W
L20
9.12
N16"17'29"E
CH2O
6.81
NO3'11 0'38"E
L21
13.92
N09056'13W
CH21
6.43
NO226'51"E
L22
20.51
N14°49'54"E
CH22
11.57
N07'51'06"W
L23
16.72
N30°32'07"W
CH23
12.33
N06'16'18"W
L24
17.21
N17"59'31"E
CH24
19.87
N23"29'03"W
L25
17.33
N64°57'38W
CH25
8.94
N47'37'16W
L26
13.19
N30'16'54W
CH26
4.38
N39°17'42W
L27
12.59
N49°5626W
C1127
9.99
N30"2942W
L28
14.46
N 11 "02'58 W
56622
POT 1814,381.9499 1 1,916,028.2143
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27806
TEL [phone] FAX[phone]
_ 1\M/// _ ENG FIRM LICENSE NO. C890
L.A. FIRM LICENSE NO. C-91
\\.IIIIIIIiI///
doq�sgn.r1%R0
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26971 = _
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10/19/2016
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DocuSian Envelope ID: 8E8E9376-4ED1-465F-8OC6-32EBCBDBI2CE
f
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0
DENOTES WETLAND DENOTES POND
ENHANCEMENT BACKFILL
® DENOTES WETLAND
RESTORATION
SHEET NAME SHEET NUMBER
STRUCTURES 4
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
11111111 915 JONES FRANKLIN ROAD
_ — — ' �— �
RALEIGH,
FIRM LICENSE NO C 91 982
SIGH, NORTH CAROLINA 27606
E1191111594213 FAX [phone]
NG FIRM LICENSE NO. C-890
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STIR. TYPE
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LOG CROSS VANE
2+14.15
0
815,555.4428
1,916,568.6246
LOG CROSS VANE
3+43.73
0
815,558.6143
1,916,442.7796
LOG CROSS VANE
4+19.95
0
815,548.1607
1,916,369.1285
LOG CROSS VANE
5+30.19
0
815,507.6068
1,916,270.8193
LOG CROSS VANE
5+96.12
0
815,511.6322
1,916,205.8335
LOG CROSS VANE
1 6+44.04
0
815,486.2457 1
1,916,167.2798
SHEET NAME SHEET NUMBER
STRUCTURES 4
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
11111111 915 JONES FRANKLIN ROAD
_ — — ' �— �
RALEIGH,
FIRM LICENSE NO C 91 982
SIGH, NORTH CAROLINA 27606
E1191111594213 FAX [phone]
NG FIRM LICENSE NO. C-890
w _ — — — — _ — — — — — ` — - \ — — — Axiom Environmental, Inc.
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SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE PATE: 2UI5
- SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX(919)85M258
FIRM ENG FIRM LICENSE NO. C-690
L
Axiom Environmental, Inc. A. FIRM LICENSE NO, C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DENOTES STREAM
BACKFILL
TT
-MOTES- STRUCTURE LOCATIONS
LOG CROSS VANE
6+77.66
0
815,457.1879
1,916,150.5777
LOGCROSSVANE
7+26.61
0
815,451.3352
1,916,106.7696
LOG CROSS VANE
7+8123
0
815,415.9716
1,916,077.5170
LOGCROSSVANE
8+36.65
0
815,388.8481
1,916,033.7011
LOGCROSSVANE
9+1228
0
815,359.0541
1,915,965.9770
LOGVANE
11 +38.9F_j
0
1 815,229.5339
1,915,794.6956
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COUNTY: ALAMANCE PATE: 2UI5
- SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX(919)85M258
FIRM ENG FIRM LICENSE NO. C-690
L
Axiom Environmental, Inc. A. FIRM LICENSE NO, C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DENOTES STREAM
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-
- -:-
- -
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815,535.7959 1,916,091.7251
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A,
SHEET NAME SHEET NUMBER
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DENOTES STREAM MATCHLINE MATCHLINE PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
BACKFILL SEE SHEET 12 SEE SHEET II COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
975 JONES FRAJIO.IN ROAD
Qi
SYLVIA H DODSONPATRICIA DODSON / L / RALEIGH, NORTH CAROLINA 27606
/ / / TEL[phone] FAX[phone]
ENG FIRM LICENSE NO C-8
PIN *981164077<n4' l l /' PIN •98/1554254 / / / / I// �— LA FIRM LICENSE NO. C-91�
/ / / / Axiom Environmental, Inc.
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-UT 1- STRUCTURE LOCATIONS
DENOTES WETLAND
STIR. TYPE
STATION
OFFSET
NORTHING
EASTTNG
LOGCROSSVANE
0+22.47
0
816,525.1546
7916,080.3001
LOGCROSSVANE
0+45.30
0
816,504.8265
1,916,086.5927
LOGCROSSVANE
0+59.16
0
816,492.0752
1,916,091.9139
LOGCROSSVANE
0+77.10
0
816,474.4984
1,916,089.7947
LOGCROSSVANE
0+98.86
1 0 1
816,456.1701
1,916,099.9249
LOG CROSS VANE 1
1+17.66
0
816,438.6409
1,916,106.3828
LOGCROSSVANE
1+46.76
0
816,419.4465
1,916,089.2937
LOG CROSS VANE
1+70.57
0
816,399.7902
1,916,077.0675
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DENOTES WETLAND
SUNGATE DESIGN GROUP, P.A.
.. '' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. C-890
- L.A. FIRM LICENSE NO. C-91
Axiom Environmental, Inc.
ENHANCEMENT
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COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
.. '' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. C-890
- L.A. FIRM LICENSE NO. C-91
Axiom Environmental, Inc.
2+72.16
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3+06.04
3+28.01
LOGCROSSVANE
3+46.39
10/19/2016
3+71.92
LOGCROSSVANE
3+98.70
DATE:
LOGCROSSVANE
1+95.57
LOGCROSSVANE
2+19.30
LOGCROSSVANE
2+44.83
LOGCROSSVANE
2+72.16
LOG CROSS VANE
2+90.30
LOGCROSSVANE
LOGCROSSVANE
3+06.04
3+28.01
LOGCROSSVANE
3+46.39
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3+71.92
LOGCROSSVANE
3+98.70
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4+40.54
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28.5971
1,916,080.1063
06.3852
1,916,066.1087
90.4108
1,916,057.7013
76.8295
552702
1,916,049.7510
1,916,047.9842
38.3483
1,916,041.4663
22.0424
1,916,022.0705
97.8717
1,916,011.8769
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815,952.9821
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8+14.72
10/19/2016
DATE:
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UNLESS ALL SIGNATURES COMPLETED
-UT 1- STRUCTURE LOCA_nONS
STIR. TYPE
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LOG CROSS VANE
6+83.60
0
815,952.9821
1,915,940.2684
LOG VANE
8+14.72
0
815,837.0916
1,915,915.4596
LOG CROSS VANE
9+01.97
0
815,774.1554
1,915,959.5292
LOG CROSS VANE
11+26.17
0
815,591.8190
1,916,049.4457
LOG CROSS VANE 1
11+75.96
1 0
815,5512912 1
1,916,075.8632
08 +50 09 +50 10 +50 11 +50

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
-UT 2- STRUCTURE LOCATIONS
.STR. TYPE
STATION OFFSET
NORTHING
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LOG CROSS VANE
1+90.42
0
814,353.5575
1,916,792.8645
LOGCROSSVANE
2+07.89
0
814,353.6196
1,916,775.4451
LOGCROSSVANE
2+2520
0
814,345.3718
1,916,760.6133
LOGCROSSVANE
2+35.91
0
814,345.9613
1,916,750.4153
LOG CROSS VANE
2+48.95
0 1
814,340.0295
1,916,739.7054
LOG CROSS VANE
2+67.62
0
814,338.7746
1,916,721.8702
LOG CROSS VANE
3+00.75
0
814,327.4897
1,916,691.1037
LOG CROSS VANE
3+25.55
0
814,320.9754
1,916,667.1852
LOG CROSS VANE
3+42.50
0
814,310.5136
1,916,654.1930
LOG CROSS VANE
3+57.19
0
814,308.0302
1,916,640.3450
LOGCROSSVANE
3+80.39 1
0 1
814293.3250
1,916,623.8038
LOGCROSSVANE
4+02.34 1
0 1
814287.1052
1,916,603.7535
LOGCROSSVANE
4+20.41 1
0 1
814278.0087
1,916,588.4394
-UT 2- STRUCTURE LOCATIONS
STIR. TYPE
STATION
OFFSET
NORTHING
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LOGCROSSVANE
4+34.30
0
814275.0330
1,916,575.0167
LOG CROSS VANE
4+51.02
0
814,265.0963
1,916,561.9167
LOG CROSS VANE
4+63.60
0
814,262.0886
1,916,550.0215
LOGCROSSVANE
4+78.44
0
814255.0149
1,916,537.1608
LOGCROSSVANE
4+98.73
0 1
814,246.8500
1,916,518.6017
LOGCROSSVANE
5+23.02
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814230.7317
1,916,500.5696
LOGCROSSVANE
5+45.60
0
814,208.9324
1,916,499.5570
LOG CROSS VANE
5+59.13
0
814,197.7227
1,916,493.0407
LOG VANE
5+69.55
0
814,188.3441
1,916,488.6835
LOG CROSS VANE
6+11.11
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814,180.8043 1
1,916,449.6495
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SHEET NAME SHEE7 NUMBER
STRUCTURES 9
PROJECT HAMS: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALANANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
' 915 JONES FRANKLIN ROAD
. . RALEIGH, NORTH CAROLINA 77808
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TEL[phone] FAX[phone]
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ENG FIRM LICENSE O. -91
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LOG CROSS VANE
6+97.38
0
814,215.3952
1,916,377.6942
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9+01.89
0
814,304.1109
1,916,214.3484
LOG VAN E
10+23.02
0
814,353.3754
1,916,113.4699
LOG CROSS VANE
10+68.42
0
814,355.6194
1,916,070.3066
LOG CROSS VANE
11+04.85
0
814,375.9500
1,916,042.3225
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1 11+95.91
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COUMY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
$1 '. 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27808
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SUNGATE DESIGN GROUP, P.A.
$1 '. 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27808
-- TEL(919)&-0.2243 FAX[phone]
i \' 1' - ENG FIRM LICENSE NO. C-090—�- LA. FIRM LICENSE NO. G-91
Axiom Environmental, Inc.
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4+62.53 0
814,304.1612
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5+23.84 0
814,347.1320
1,916,0489878
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814,367.7558
1,916,030.9860
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STRUCTURES Il
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALMIANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27805
TEL [phone] FAX(919)85M258
_ ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc. L.A. FIRM LICENSE NO, C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-UT 2- STRUCTURE LOCATIONS
STR. TYPE I STATION
OFFSET
NORTHING
EASTING
LOG CROSS VANE 13+07.52
0
814,491.9258
1,915,912.2298
LOG VANE 14+0823
0
814,493.5076
1,915,827.1859
LOGCROSSVANE 14+89.74
0
814,503.0571
1,915,752.1014

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION 5?E
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
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RALEIGH, NORTH CAROLINA 27606
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_ _ 595 _
590
590
585
585
580 _
580
4+00
-UT T -
580
580
575575
— —
— — — — — — — —
— — —
— — — —
570'_
570
565 _
565
19+00
585:
585
580_. ---
---------___— -
— — — — — — — —
580
—
— — — — —
— — — — — __.
575_
— _— — — — 575
570:
570
14+50
590
590
585 --------
— -------- —
— 585
w
/
580
T 580
q
4 + 80 -UT 3- 10+50
575
_
575
-UT 2-
70
60 50 40 30 20 10 0 10
20 30, 40 50 60 70

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
V
S
SEEDING SCHEDULE
PERMANENT HERBACEOUS SEED
Permanent herbaceous seeds containing a custom mix of the following forbs and grasses will be used from
within the bankfull channel to the limits of the riparian buffer. The application timeframe for the mix is March
through June and the minimum rate is 30 lbs/acre. This mix will also be used to plant the staging and stockpile
areas and any other areas as directed by the designer.
Common Name
Scientific Name
Mix Percentage
Big Bluestein
Anai•opogon gerardii
15%
Deer tongue
Dichantheliumclandstinum
10%
Gama grass
Tripsicum dactyloides
10%
Indian grass
Sorghastr•um nutans
10%
Lance leaf tickseed
Coreopsis lanceolata
5%
Little Bluestein
Schizachtrium scoparium
10%
Partridge pea
Chamaecrista fasciculate
5%
Purple -top
Tridens,Jlatzts
10%
Switch grass
Panicum rirgatum
10%
Virginia wild rye
Elymus virginicus
15%
Total
100%
SEEDING SCHEDULE
TEMPORARY HERBACEOUS SEED
Common Name
Scientific Name
Application Rate
Application Dates
A
Grain Rye
Secale cer•eale
130 lbs. per acre
Year-round
t77 TELIFIRM LICENSE NO. C-0906598256
ENG
(3 lbs. per 1,000 ft')
I.A. FIRM LICENSE NO. C-91
Orchard Grass B
Dactylia glomerate
15 lbs per acre
September -March
(0.35 lbs. per 1,000 ft')
Brown Top Millet n
Panicum ramosum
40 lbs. per acre
—
May September
(1.0 lbs. per 1,000 ft)y
German Millet B
Setcn•ia italics
25 lbs. per acre
May —September
(0.5 lbs. per 1,000 ft)
A Primarily utilized on disturbed or stockpiled areas.
B Primarily utilized near stream channels and streambanks.
\\ \\1W 11111l//
cc �
1b8�,b8C14994C!�j
CL SEAL
26971 = _
10/19/2016
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 20/5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
EROSION CONTROL CONSTRUCTION SEQUENCE
1) Obtain grading permit.
2) Install temporary construction entrance, silt fencing, access roads, and other measures shown on the
approved erosion and sedimentation control plan.
3) Install rain gage on site. Contractor shall provide a log book at the project site and shall read and record
rain amounts at the same time each day.
4) Contact local Soil Erosion Authority or State for on-site inspection by Environmental Inspector and
obtain certificate of compliance.
5) Begin clearing - maintain devices as necessary.
6) Begin channel construction - stockpile waste material in designated spoil areas and surround with silt
fencing.
7) Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last
land -disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided within 14 calendar days from the last land -disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 feet or less
• Slopes 3:1 or flatter, with a slope length of 50 feet or less
• Slopes 4:1 or flatter
8) All graded stream banks must be seeded, mulched, and matted at the end of each day. For this reason,
daily disturbance is limited to the length of stream that can be completed within daily work hours.
9) Once a newly constructed channel section is stabilized, impervious dikes and pump around stations may
be removed, and water may be reintroduced to the channel.
10) Wben construction is complete and all areas are stabilized completely, call for inspection by
Environmental Inspector.
11) If site is approved, remove silt fencing, access roads, etc. and seed out any resulting bare areas.
12) When vegetation has been established, call for final site inspection by Environmental Inspector.
SOIL AMENDMENTS
In lieu of a soil test:
SUNGATE DESIGN GROUP, P.A.
ire
10-10-10
915 JONES FRANKLIN ROAD
Lime'
. RALEIGH, NORTH CAROLINA 27606
t77 TELIFIRM LICENSE NO. C-0906598256
ENG
Axiom Environmental, Inc.
I.A. FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
EROSION CONTROL CONSTRUCTION SEQUENCE
1) Obtain grading permit.
2) Install temporary construction entrance, silt fencing, access roads, and other measures shown on the
approved erosion and sedimentation control plan.
3) Install rain gage on site. Contractor shall provide a log book at the project site and shall read and record
rain amounts at the same time each day.
4) Contact local Soil Erosion Authority or State for on-site inspection by Environmental Inspector and
obtain certificate of compliance.
5) Begin clearing - maintain devices as necessary.
6) Begin channel construction - stockpile waste material in designated spoil areas and surround with silt
fencing.
7) Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last
land -disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided within 14 calendar days from the last land -disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 feet or less
• Slopes 3:1 or flatter, with a slope length of 50 feet or less
• Slopes 4:1 or flatter
8) All graded stream banks must be seeded, mulched, and matted at the end of each day. For this reason,
daily disturbance is limited to the length of stream that can be completed within daily work hours.
9) Once a newly constructed channel section is stabilized, impervious dikes and pump around stations may
be removed, and water may be reintroduced to the channel.
10) Wben construction is complete and all areas are stabilized completely, call for inspection by
Environmental Inspector.
11) If site is approved, remove silt fencing, access roads, etc. and seed out any resulting bare areas.
12) When vegetation has been established, call for final site inspection by Environmental Inspector.
SOIL AMENDMENTS
In lieu of a soil test:
• Use ground, agricultural limestone, or pelletized dolomitic limestone.
Mulch
Small grain mulch must be applied at a rate of 2 tons/acre to all seeded areas.
Fertilizer
10-10-10
1000 lb./acre
Lime'
4000 lb./acre
• Use ground, agricultural limestone, or pelletized dolomitic limestone.
Mulch
Small grain mulch must be applied at a rate of 2 tons/acre to all seeded areas.

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8OC6-32EBCBDBI2CE
r
CONSTRUCTION
Construction Notes:
1. Staging areas, stockpile areas, construction entrances and access roads will be identified and located
according to the Erosion Control Plans. Variances will be allowed assuming both the Contractor and
Designer verbally agree.
2. The primary construction entrance (as shown on the Erosion Control Plans) from Secondary Road 2142
(Mount Willen Rd) will be installed for access to the property.
3. The Contractor will install silt fencing, as noted on the Erosion Control Plans, at applicable staging and
stockpile areas.
4. The proposed stream alignment and structure locations will be staked for each reach (-Motes-, -UT1-,
-UT2-, and -UT3-). Staking will be restricted to riffle elevations only, in order to establish and maintain
grade for the entire system. Pools will be excavated once structures are installed
5. The Contractor will begin stockpiling materials in the designated staging area. General details associated
with all sections include:
a. Sediment bags will be used to filter the groundwater and placed within areas of newly excavated
channel that are offline from the existing flow. These bags will be utilized as the contractor or
designer deem necessary.
b. Temporary and permanent seed mixes, including applicable mulching, will be applied to the
streambanks and disturbed areas at the end of each working day as definable sections are
completed Erosion control matting will be installed on top of the seed and straw in accordance
with the Erosion Control Construction Sequence.
c. Excavated material that is stockpiled will follow erosion and sediment control guidelines as they
relate to material storage and stockpiling.
d. All remaining disturbed areas are to be seeded and covered according to the Erosion Control
Construction Sequence.
e. Riprap aprons will be constructed to impede any erosion of the channel and streambanks by the
water diverted from the pump -around procedure.
7. Boulders and materials used for stream structures will be delivered through the primary construction
entrance and stockpiled in the appropriate area.
This project will require pumping water around the channels during construction. Work will generally
proceed from upstream to downstream.
9. Adjust haul roads and associated silt fence as necessary when permanent stream crossings are installed.
Construction Sequence
The Contractor will excavate the proposed channel and modify portions of the existing channel based on
riffle elevations in sections no greater than 300' in length at a time (except where longer sections are
necessary to maintain constructability) in an upstream to downstream fashion. Impervious dikes will be
installed upstream and downstream of the current work section before work on the section is initiated
unless noted otherwise (see Table 1 for suggested work section stations and progression). Water will be
diverted around the current work section through the use of a pump and temporary flexible hose. The
current work section will be dewatered using an additional pump and a sediment bag. Structures will be
installed according to the details presented in the Construction Plans. Excavate only a portion of the
channel that can be completed and stabilized within the same day. All excavated material will be placed
in the appropriate stockpile area. Pools will be established once structures and channel alignments have
been completed locally. Permanent stream crossings will be installed while the working section
containing the crossing has been dewatered.
Grading of some portions of the proposed floodplain may need to be delayed until after work in
subsequent sections has been completed, especially near confluences. Haul roads and temporary silt
fence may also need to be removed before the proposed floodplain can be completed and/or unused
existing channel can be filled
2. At the end of each working day, the Contractor will be responsible for the application of seed and straw, as
applicable, to newly established streambanks and disturbed areas. Erosion control matting will be installed
on top of the seed and straw in accordance with the Erosion Control Construction Sequence.
Post -Construction
After all channel work has been completed:
1. All remaining disturbed areas are to be seeded and mulched in accordance with the Erosion Control
Construction Sequence.
2. Live staking can begin on all completed sections of channel (-Motes-, -UT1-, -UT2-, and -UT3-) in
accordance with the Planting Plans.
3. Once channel construction and seeding has been complete, bare -rooted seedlings will be installed
10/19/2016
DATE:
SHEET NAME SHEET NUMBER
EROSION CONTROL E -02A
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Table L - Working Sections
SUNGATE DESIGN GROUP, P.A.
Pump
Begin
. ' 915 JONES FRANKLIN ROAD
. RALEIGH,NORTH CAROLINA 27606
Station #
TEL (979)85¢2243 FAX [phone]
ENG FIRM LICENSE NO. C..
Axiom Environmental, Inc.
L.A. FIRM LICENSE NO. 691
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Table L - Working Sections
Orderof
Pump
Begin
End
Progression
Station #
Reach
Station
Station
Construction Notes
1
P-1
UT1
0+00
2+04
2
P-2
UT1
2+04
4+50
3
P-3
UT1
4+50
6+54
4
P-4
UT1
6+54
8+24
Maintain flow to exst. stream. Pump around not necessary
5
UT1
8+52
13+47
for this section. Install EC matting at D/S drop to exst.
stream as necessary to stabilize. Waitto complete RT
fl ood pl a i n from 10+00 to 10+75 until exst. channel fi fled.
6
P-6
UTI
8+24
8+52
Pump around to existing channel. Fill exst channel around
8+30 as necessary to construct proposed channel.
7
P-7
UT1
13+47
13+83
Fill exst. channel. Install EC matting at D/S drop to exst.
stream as necessary to stabilize.
8
P-8
Motes
0+00
1+78
9
P-9
Motes
1+78
3+97
10
P-10
Motes
3+97
6+18
11
P-11
Motes
6+18
8+76
Complete these sections simultaneously. Requires pump
UT1
13+83
14+01
around on both Motes and UT1.
12
P-12
Motes
8+76
10+17
FII exst. channel north of Sta.10+17.
13
P-13
Motes
10+17
11+92
Fill exst. channel between impervious dikes.
Maintain flow in exst. channel. Pump around not
14
Motes
13+70
19+27
necessaryfor this section. Delay installation of D/S imp.
dike until construction reaches that area.
Pump around to exst channel below 13+75. Fill exst
15
P-15
Motes
11+92
13+70
channel near 12+25 to 13+75. install permanent crossing.
Divertflowto new channel uponcompletion.
16
P-16
Motes
Pump around from Motes 18+36 to complete and stabilize
D/S portion of Motes. Fill Existing channel.
17
P-17
UT2
0+00
2+00
18
P-18
UT2
2+00
3+90
Drastic drop to exst. channel D/S.Install ECmattingas
necessary to stabilize.
19
P-19
UT2
3+90
5+51
Drastic drop to exst. channel D/S. Install EC matting as
necessary to stabilize.
Maintain flow to exst. stream. Pump around not necessary
20
UT2
6+31
10+36
for this section. Install EC matting at D/S drop to exst.
stream as necessary to stabilize.
21
P-21
UT2
5+51
6+31
Pump around to new channel. Fill exst. Channel to
confluencewith UT3 upon completion.
Maintain flowto exst. stream. Pump around not necessary for this
22
UT2
10+60
17+80
section. Install permanentcrossing. Install ECmattingat D/Sdropto
exst. stream as necessary to stabilize.
23
P-23
UT3
0+00
2+74
24
P-24
UT3
2+74
5+66
Directflowto new channel upon completion.
25
P-25
UT2
10+36
10+60
Pump around to new channel, fill exst. channel in areas
adjacentto new channel to further stabilize.
26
P-26
UT2
17+80
20+71
Fill existing channel.

DocuSign
t&
e
N
0
ID: 8E8E9376-4ED1-465F-8OC6-32EBCBDBI2CE
RIP RAP I
DISSIPATION PAD
I
I
IMPERVIOUS DIKE
(SEE DETAIL)
\
I
I
I
TEMPORARY
FLEXIBLE HOSE
EXISTING CHANNEL
NOTES-.
I
I
PDA -1 I SEDIMENT BAG
(SEE DETAIL)
I
DEWATERING
PUMP
I
PUMP -AROUND PUMP---"
(P-1
I. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL
2, IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW WHEN NECESSARY
3, ALL GRADED STREAM BANKS SHALL BE SEEDED, MULCHED, AND
MATTED AT THE END OF EACH WORKING DAY. ALL OTHER GRADED
AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK, THIS INCLUDES POLYETHYLENE SHEETING,
DIVERSION PIPES, PUMPS, AND HOSES.
5. PUMPS AND HOSES SHALL BE OF A SUFFICIENT SIZE AND NUMBER
TO DEWATER THE WORK AREA.
6. RIP RAP DISSIPATION PAD TO BE INSTALLED DOWNSTREAM OF LOWER
IMPERVIOUS DIKE
TYPICAL PUMP -AROUND OPERATION
DETAILS
NOT TO SCALE
10/19/2016
DATE:
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 20/5
z ..
SUNGATE DESIGN GROUP, P.A.
PERMANENT
.' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 276DS
WIDTH
`) TEL IFIRM
�IIf/
Axiom Environmental, Inc.
NGLIC NSE NO. CI-89p�96256
LA FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CONSTRUCTION SEQUENCE FOR TYPICAL PUMP -AROUND:
I. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
2. PLACE UPSTREAM IMPERVIOUS DIKE, DOWNSTREAM RIP RAP DISSIPATION PAD, AND BEGIN
PUMPING OPERATIONS FOR STREAM DIVERSION.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE.
4. INSTALL SEDIMENT BAG AND ASSOCIATED PUMP. DEWATER THE ENTRAPPED AREA.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
6.EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES.
REMOVE IMPERVIOUS DIKES, PUMPS, TEMPORARY FLEXIBLE HOSE, AND DISSIPATION PAD (BEGIN WITH
DOWNSTREAM IMPERVIOUS DIKE FIRST).
IMPERVIOUS DIKE 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED WITHIN THE PUMP AROUND AREAS
(SEE DETAIL) BETWEEN THE IMPERVIOUS DIKES. THE IMPERVIOUS LOCATIONS AS SHOWN ON THIS SHEET ONLY
REPRESENT THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES.
8. REMOVE SEDIMENT BAG(S) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED AND MULCH.
RIPRAP DISSIPATION PAD
4,0 FT►{
Jul I IVIN A -A
T= 12"
TER
IDLANKET
NOTES:
I, La IS THE LENGTH OF THE RIPRAP APRON,
2, T = THICKNESS
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO THE TOP OF THE BANK.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
DI A NI \/ICUN
RIP RAP DISIPATION PAD SPECIFICATIONS
ASSUMED
PERMANENT
LENGTH
WIDTH
STONE SIZE
STONE CLASS
THICKNESS
HOSE SIZE
(IN)
(Y/N)
La (FT)
Wo (FT)
d50 (IN)
(IN)
4
N
4.0
1.0
3
A
12

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
AL
V
11
Dy
O(!1
�N
SEDIMENT
CONTROL STONE
II' - F" AAINI
IMPERVIOUS DIKE
3'MAX.
FABRIC STRUCTURAL
STONE
CROSS SECTION VIEW
NOTES:
I. USE CLASS B STONE FOR
STRUCTURAL STONE.
2. USE NO. 5 OR NO. 57
STONE FOR SEDIMENT CONTROL
3. CONSTRUCT DAM A MAXIMUM
OF I FT. ABOVE NORMAL FLOW
DEPTH.
4. TOE IN IMPERVIOUS
MATERIAL
5. LINE BANKS WITH CLASS B
CTnNF r,' I IPCTRFAAA ANin In'
I BANKvII I
I1%1 --BASE OF STREAM
TOP VIEW
TnD nC ❑Amy
DETAILS
NOT TO SCALE
2' MIN.
FRONT VIEW
EXISTING GROUND
/-- PUMP HOSE
CLASS B STONE
( 12" THICK) —
GEOTEXTILE FABRIC
oct� gneiY4 R Q
� p is
26971 =
SOS
yUA
10/19/2016
DATE:
15' MINIMUM
SHEET NAME
SHEET NUMBER
PROJEa NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 20/5
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
. . RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO C-690
Axiom Environmental, Inc. LA. FIRM LICENSE NO. C-91
SEDIMENT BAG
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INSTALLATION:
I. INSTALL SEDIMENT BAG ON A SLOPE SO
INCOMING WATER FLOWS DOWNHILL THROUGH BAG
WITHOUT CREATING MORE EROSION. TO INCREASE THE
EFFICIENCY OF FILTRATION, PLACE THE BAG ON A
GRAVEL BED IN ORDER TO MAXIMIZE WATER FLOW
THROUGH THE SURFACE AREA OF THE BAG.
2. BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY
FILTER SEDIMENT OR ALLOW WATER TO PASS AT A
REASONABLE RATE. FLOW RATES WILL VARY
DEPENDING ON THE SIZE OF SEDIMENT BAG, THE TYPE
AND AMOUNT OF SEDIMENT DISCHARGED INTO THE
BAG, THE TYPE OF GROUND, ROCK OR OTHER
SUBSTANCE UNDER THE BAG AND THE DEGREE OF THE
SLOPE ON WHICH THE BAG LIES. UNDER MOST
CIRCUMSTANCES THE SEDIMENT BAG WILL
ACCOMMODATE FLOW RATES OF 1100 GALLONS PER
MINUTE. USE OF EXCESSIVE FLOW RATES OR
OVERFILLING WITH SEDIMENT WILL CAUSE THE BAG
TO RUPTURE OR FAILURE OF THE HOSE ATTACHMENT
STRAPS.
3. DISPOSE OF SEDIMENT BAG AS DIRECTED BY THE SITE
DESIGNER. IF ALLOWED, BAG MAY BE CUT OPEN AND
THE CONTENTS SEEDED AFTER REMOVING VISIBLE
FABRIC.
4. REFER TO DETAIL REGARDING GEOTEXTILE FABRIC
ATTRIBUTES.
SEDIMENT BAG
STREAM

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8OC6-32EBCBDBI2CE
0
NOTES:
I. USE CLASS 'A' STONE ON PAD. PAD TO BE MINIMUM 100' LONG x 10' WIDE x 6" DEEP.
2. TURNING RADIUS SHOULD BE SUFFICIENT TO ACCOMODATE LARGE TRUCKS.
3. ENTRANCE(S) SHOULD BE LOCATED AS TO PROVIDE MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO ADJACENT ROADWAYS. PERIODIC
TOP DRESSING WITH STONE MAY BE NECESSARY.
5. ANY MATERIAL WHICH FINDS ITS WAY ONTO THE ADJACENT ROADWAY MUST
BE CLEANED UP IMMEDIATELY.
i
�Py
SPO
P�
0
�O
6" MIN
ABOVE EX
GRADE
CLASS 'A' STONE
GEOTEXTILE FABRIC
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
DETAILS
NOT TO SCALE
10/19/2016
DATE:
4' MAX. 4' MAX.
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH,NORTH CAROLINA 27606
TEL [phone] FAX(919)85M258
ENG FIRM LICENSE NO C
kdom Environmental, Inc. LA FIRM LICENSE NO. G91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F IL_ I CR F HDF\K,
I. FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED SECURELY TO THE POSTS.
2. STEEL POST SHALL BE 5'-0" IN HEIGHT
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
3. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FABRIC AT A SUPPORT POST
WITH OVERLAP TO THE NEXT POST,
4. FILTER FABRIC TO BE NYLON, POLYESTER,
PROPYLENE, OR ETHYLENE YARN WITH EXTRA
STRENGTH (50 LB/LIN. INCH MINIMUM) AND
WITH A MINIMUM FLOW RATE OF 0.3 GAL/FT/MIN.
FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS.
SILT FENCE
EXTENSION OF FABRIC
INTO TRENCH

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
If
v
TOP
12'x12' +/-
ROUGH CUT TIMBER
LENGTH VARIES
DETAILS
NOT TO SCALE
LOG MAT BRIDGE
PLAN VIEW
NOTE:
DETAIL PROVIDED FOR INFORMATIONAL
PURPOSES. USE OF LOG MAT BRIDGE
IS AT CONTRACTORS DISCRETION.
BOLTED TOGETHER 12'xl2' -/-
AS
APPROPRIATE ROUGH CUT TIMBER
LENGTH VARIES
.- OF BANK
0/00/1111 ONX001111
.:
7 ROUGH CUT TIIWMI�fi
LENGTH VARIES
CROSS SECTION VIEW
SECTION THROUGH
LOG MAT BRIDGE
c /O`7,-7
TAD AL
26971 = _
uosFNCI N��
10/19/2016
DATE:
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
1 • • RALEIGH,NORhICAROLINA27808
I ' TEL [phone] FAX (919) 85M258
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc. - L.A. FIRM LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TEMPORARY CULVERTED
STREAM CROSSING
NOTE: FOR USE IN EXISTING CHANNELS ONLY.
NOT FOR USE IN RESTORED STREAMS.
FLOW
Y STONE
O ° OZ:4
O°o8 S °°�08�° �oO�on �o� X00 �o��ao
0�5
o X00 �0� o
25 FT. MIN. 25 FT. MIN.
TOP OF BANK STREAM CHANNEL TOP OF BANK
PLAN VIEW
DIAMETER OF PIPE
O� 18 IN. WHICHEVER
IS GREATER
GEOTEXTILEg�� 3" STONE
FABRIC °,� p o ao o ° a
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SUNGATE DESIGN GROUP, P.A.
10 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27808
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C690
LA FIRM LICENSE NO. "I
Axlom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
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COIR MATTING CROSS SECTION
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COUNW: ALAMANCE DATE: 20/5
SUNGATE DESIGN GROUP, P.A.
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/ TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C-890
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SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
. ' RALEIGH, NORTH CAROLINA 27808
TEL[phone] FAx[phone]
FIRM LICENSE NO. C-890
L.A FIRM
Axiom Envimnnrental, Inc. LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
s�
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
. ' RALEIGH, NORTH CAROLINA 27808
TEL[phone] FAx[phone]
FIRM LICENSE NO. C-890
L.A FIRM
Axiom Envimnnrental, Inc. LICENSE NO. C-91
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES TREAM AND WETLAND RESTORATION SITE
C UNM: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27805
TEL[phone] FAX[phone]
ENG FIRM LICENSE NO. C-890
L.A FIRM LICENSE NO. C-91
Axiom Environmental, Inc.
10/19/2016
DATE:
sE Mq T�
SYLVIA H DODSON F SNFETNF
PIN "9511640777 F ��
UT 3
END ENHANCEMENT II
START RESTORATION
STA 2+74 -UT3-
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IMPERVIOUS DIKE
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TEMPORARY SILT FENCE
HAUL ROAD
SPECIAL SEDIMENT
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DocuSign
11
a
ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
nc
BARE ROOT SEEDLINGS
Plant Selection
• Species listed for the project should be grown from stock that corresponds to the same physiographic
province in which they will be used.
The designer reserves the right to reject any plant stock due to inferior qualities.
Planting & Handling
Bare root seedlings will be planted according to vegetation details or as directed by the designer
All vegetation will be planted during the dormant season (December to March). Temperatures ranging
from 36 to 60 degrees Fahrenheit are ideal for planting. Planting will not take place during periods
exceeding this range of temperature. Planting will not take place during excessively windy conditions or
other extreme conditions which may reduce vigor of the planting material.
The designer reserves the right to reject any bare root seedling due to inferior quality. The designer also
reserves the right to have any plant replanted due to improper planting techniques.
All vegetation designated for a particular planting zone will be culled for inferior quality before being
loaded into planting bags. Furthermore, these species will be thoroughly mixed prior to loading the
planting bag, such that each planting zone will be planted in a random manner.
All vegetation will be reviewed by the designer to ensure the highest quality of planting material
throughout the entire process.
Storage
Plant stock will be stored at temperatures between 36 to 40 degrees Fahrenheit in appropriate bags
supplied by the plant producer when long-term storage is necessary.
Only the necessary quantities of plant stock will be transported to the site on a daily basis. Large
quantities of planting material will not be stored on-site during the planting process unless proper
refrigeration is provided by the planting contractor.
LIVE STAKING
Plant Selection
All plant species used for live staking should conform to the specifications set forth in the vegetation
details.
Plant species listed for use as live stakes will be selected from plants found on the project site or as
directed by the designer.
Plant species used as five stakes will be collected during the dormant season (December to March) and
during normal average daily temperatures for this period.
Preparation & Handling
Plant species will be collected to conform to sizes specified in the vegetation details.
Live stakes will be prepared by making a straight cut at the narrow end of the plant material forming a
blunt end. The thicker end (toward the trunk) of the plant will be formed into a point.
Live stake preparation will be done according to vegetation details unless otherwise specified by the
designer.
Planting
Live stakes should be prepared and planted immediately following collection. Proper storage techniques
should be followed to ensure the highest rate of survival.
Live stakes will be planted with the point of the live stake going into the soil and the blunt end facing
UP.
• Live stakes will be placed as deep as possible and as close to the water table as possible.
• Live staking will be done according to the vegetation details unless otherwise specified by the designer.
The designer reserves the right to reject any live stake due to inferior quality. Likewise, any improperly
planted live stake will be corrected by the planting contractor.
Storage
Live stakes will be bundled and stored completely submerged in the stream channel in the event
immediate staking is not permissible. Temporary storage will not exceed a three week period.
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
TRANSPLANT VEGETATION
Selection & Handling
Transplant vegetation will be selected and flagged by the designer for use on the project site. The
designer reserves the right to select any vegetation for transplant during any point of the project.
Transplant vegetation will be planted within 1 day of being moved from its original location. If planting in
desired location is not feasible, the transplant will be replanted or stored in a manner as to ensure its long-term
survival. The designer will provide guidance throughout the process.
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27908
TEL[phone] FAx[phone]
ENG FIRM
Axiom Environmental, Inc.
LICENSE NO. C-890
LA FIRM LICENSE NO. C-91
TRANSPLANT VEGETATION
Selection & Handling
Transplant vegetation will be selected and flagged by the designer for use on the project site. The
designer reserves the right to select any vegetation for transplant during any point of the project.
Transplant vegetation will be planted within 1 day of being moved from its original location. If planting in
desired location is not feasible, the transplant will be replanted or stored in a manner as to ensure its long-term
survival. The designer will provide guidance throughout the process.

DocuSign Envelo a ID
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Ab
-465F-8006-32EBCBD B 12CE
BAREROOTED SEEDLINGS
Il ffi _,HR 111
I. LOCATE A HEELING -IN SITE IN A SHADY, WELL
PROTECTED AREA.
2. EXCAVATE A FLAT BOTTOM TRENCH
12 INCHES DEEP AND PROVIDE DRAINAGE.
3. BACKFILL THE TRENCH WITH 2 INCHES WELL
ROTTED SAWDUST. PLACE A 2 INCH LAYER OF
WELL ROTTED SAWDUST AT A SLOPING ANGLE
AT ONE END OF THE TRENCH.
4. PLACE A SINGLE LAYER OF PLANTS
AGAINST THE SLOPING END SO THAT
THE ROOT COLLAR IS AT HIGHER
GROUND LEVEL.
DETAILS
NOT TO SCALE
DIBBLE PLANTING METHOD
(USING THE KBC PLANTING BAR)
I I
SII
I I
I I
I
I I—
I II
I. INSERT PLANTING
BAR AS SHOWN
AND PULL HANDLE
TOWARDS PLANTER
II —I
I —
2. REMOVE PLANTING
BAR AND PLACE
SEEDLING AT
CORRECT DEPTH.
j21
3. INSERT PLANTING
BAR 2 INCHES
TOWARD PLANTER
FROM SEEDLING.
111
II
6. LEAVE COMPACTION
HOLE OPEN. WATER
THOROUGHLY.
NOTES:
PLANTING BAG
I. DURING PLANTING, SEEDLINGS SHALL BE KEPT tAA,
5. PLACE A 2 INCH LAYER OF WELL ROTTED IN A MOIST CANVAS BAG OR SIMILAR CONTAINER
SAWDUST OVER THE ROOTS MAINTAINING TO PREVENT THE ROOT SYSTEMS FROM DRYING.
A SLOPING ANGLE. > I ..
6.REPEAT LAYERS OF PLANTS AND SAWDUST
AS NECESSARY AND WATER THOROUGHLY.
KBC PLANTING BAR
2. PLANTING BAR SHALL HAVE A BLADE WITH A
TRIANGULAR CROSS SECTION, AND SHALL BE
12 INCHES LONG, 4 INCHES WIDE AND I INCH
THICK AT CENTER.
ROOT PRUNING
3. ALL SEEDLINGS SHALL BE ROOT PRUNED, IF
NECESSARY,SO THAT NO ROOTS EXTEND MORE
THAN 10 INCHES BELOW THE ROOT COLLAR.
SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
REFORESTATION
Vegetation Association
SUNGATE DESIGN GROUP, P.A.
Ih Oak-
IHckory Forest*
' 915 JONES FRANKLIN ROAD
. . RALEIGH, NORTH CAROLINA 27601
u
Axiom Environmental, Inc.
++ TEL [phone] FAX [phone]
ENG FIRM LICENSE NO, C-890
LA FIRM LICENSE NO. 691
REFORESTATION
Vegetation Association
P3edmont/Luwm
Mountain
Alluvial Forest*
Ih Oak-
IHckory Forest*
'_Harsh Treatment
AVetland**
Stream -side
Assemblage**
TOTAL
Area (acres)
9.7
3.3
0.1
3.8
16.9
Species
# planted*
% oftotal
# planted*
% oftotal # planted*" % oftotal
# planted**'
% oftotal # planted
Tag alder (Alnus senulata)
—
_
27
10
517
5
544
River birch (Betula nigra)
660
10
—
—
—
—
517
5
1176
Ironwood (Corpinus caroliniana)
—
--
449
20
—
—
—
—
449
Buttonbush (Cephalanthus occidentalis)
—
--
—
—
54
20
—
—
54
Red bud (Cercis canadensis)
—
--
337
15
—
—
—
—
337
Sweet pepperbush (Clethra alnifOlia)
—
--
--
—
41
15
—
—
41
Silly dogwood (Cornus amomum)
660
10
--
—
41
15
2067
20
2768
Persinnnon(Diospyrosvirginiana)
—
--
224
10
—
—
—
—
224
White ash (Fraxinus americana)
—
--
112
5
—
—
—
—
112
Green ash (Fraxinuspennsylvmrica)
1319
20
--
—
—
—
2067
20
3386
Blueberry (Vaccinium corvmbosum)
—
--
--
_
27
10
—
—
27
Tulip poplar (Liriodendron tulipifera)
660
10
—
—
—
—
_
_
660
Sycamore (Plotanus occidentalis)
1319
20
--
—
—
—
2067
20
3386
Black gum (.'lyssa sylvatica)
—
337
15
—
—
—
—
337
Water oak (Quercus nigra)
989
15
419
20
—
—
1034
10
2472
Willow oak(Quercusphellos)
989 1
15
337
15
—
—
1034
10
2360
Black willow (Salix nigra)
—
_
_
_
1034
10
1034
Elderbeny(Sambucus canadensis)
—
—
_
54
L0
_
—
54
Possumhaw (Viburnum nudum)
—
—
27
10
—
—
27
TOTAq
6596
100
2244
100
1272
100
10336
100
19448
* Planted at a density of 680 stemsfacre.
** Planted at adensity of 2720 stems/ave.

DocuSign E
ID: BE8E9376-4ED1-465F-8OC6-32EBCBDBI2CE
SHEET NAME SHEET NUMBER
PLANTING TYPICAL P -03A
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: AL"ANCE I DATE: 2015
DETAILS SU0 ATE DESIGN GROUP P.A.
Aw 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA)27606
B5
TEL (818) 85&LIC2243 FAX [phone]
ja 1RM EN
NOT TO SCALE Axiom Environmental, Inc. LA FIRM LICENSE NO. C-91
LIVE STAKES
NOTES:
Erosion
Control Mat
I. STREAMBANK REFORESTATION USING LIVE STAKES AND TUBLINGS SHALL BEi
PLANTED 2 FT. TO 4 FT. ON CENTER, RANDOM SPACING, AVERAGING 3 FT. ON
CENTER, APPROXIMATELY 4840 PLANTS PER ACRE. Floodplain
"
Bankfull flow
2. STREAMBANK REFORESTATION USING BARE ROOTED SEEDLINGS SHALL BE
PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON
CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
4 foot stake length
Baseflow ` - 2 inch stake diameter
g
` 3 foot stakespacing
SEE PLAN SHEETS FOR AREAS TO BE PLANTED w a� t ¢
`= IF
Ak
SQUARE CUT _
COIR FIBER MAT
BUDS (FACING UPWARD) BANKFULL
LIVE STAKES
LIVE CUTTING
( 1/2"-2" DIAMETER)
2 - 3 Feet BANK STABILIZATION WITH LIVE STAKES
NORMAL NOTES:
WATER SURFACE = EXISTING/PROPOSED
GROUND
0 o I. STAKES
SCSHALL BE SPACED APPROXIMATELY
ANGLE CUT 30 -45 41 FEET ENTER
EXISTING/PROPOSED 2. LIVE STAKES SHALL BE DRIVEN UNTIL
STREAMBED APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN
GROUND
LIVE STAKE SCHEMATIC CROSS SECTIONAL VIEW

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
1
IF
STREAMSIDE ASSEMBLAGE
DRY—MESIC OAK HICKORY FOREST
PIEDMONT/LOW MOUNTAIN
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SHEET NAME SHEET NUMBER
PLANTING P-4
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCf I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
.. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C890
Axiom Environmental, Inc. L.A. FIRM LICENSE NO. C-91
J11

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBD612CE
STREAMSIDE ASSEMBLAGE
DRY—MESIC OAK HICKORY FOREST
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- SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
\I I/ TEL[phone] FAX(919)85M258
ENG FIRM LICENSE NO. G-890
LA. FIRM LICENSE NO. C-91
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DRY-MESIC OAK HICKORY FOREST SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
TELE9IGH
9) 859.2243 FAX(919)85M255
ENG FIRM LICENSE NO. C-890
PIEDMONT/LOW MOUNTAIN
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SHEET NAME SHEET NUMBER
PLANTING P-7
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
.. '. 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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SUNGATE DESIGN GROUP, P.A.
.. '. 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 20/5
SUNGATE DESIGN GROUP, P.A.
/ . 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX(919)85M258
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
L.A. FIRM LICENSE NO. C-91

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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STREAMSIDE ASSEMBLAGE
DRY—MESIC OAK HICKORY FOREST
PIEDMONT/LOW MOUNTAIN
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PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCf I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
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RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX (919) 95M258
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DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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DRY—MESIC OAK HICKORY FOREST
PIEDMONT/LOW MOUNTAIN
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PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
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DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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RROJEC/ NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
L.A. FIRM LICENSE NO. C-91

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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DRY—MESIC OAK HICKORY FOREST
PIEDMONT/LOW MOUNTAIN
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SHEET NAME
SHEET NUMBER
PROJECT NAME: MOTES STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAAIANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. ' 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX[phone]
ENG FIRM LICENSE NO. CA90
_-- L.A. FIRM LICENSE NO. C-91
Axiom Environmental, Inc.

DocuSign Envelope ID: 8E8E9376-4ED1-465F-8006-32EBCBDBI2CE
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