20170939 Ver 1_401 Application_20170731

ECOSYSTEM
APLANNING 8c
RESTORATION
Letter of Transmittal
To: Department of Environmental Oualit
Division of Water Resources
450 W. Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Attn. Sue Homewood
Ecosystem Planning and Restoration
NC Department of 559 Jones Franklin Road
Environmental Qu Suite 150
R
eceivo
D Raleigh, North Carolina 27606
J U L 2 6�___ [phone]
Winston-Salem 2 0 1 7 0 9 3 9
Regional Office
We are forwarding the following: vo Attached
Willowbrook Park
Project: RDUO064
Date: 7/14/2017
Doc.
Number
C` Under Separate Cover
NO.
COPIES
TITLE OR DESCRIPTION
COMMENTS
2
Full size plans - Stream Restoration
2204
2
Half-size plans - Stream Restoration
l l x 17
2
Full size plans - Buffer Impacts
2204
2
Half-size plans - Buffer Impacts
11 x 17
4
PCN application
8.5x11. Including figures and agency response
letters
1
Check
$570 permitting fee
THESE ARE TRANSMITTED as checked below:
(- As Requested r No Exception Taken r Revisions Requested
I-V For Review and Approval 1- For Comment r For Permitting
r- For Your Information I- Proceed subject to r
corrections noted
GENERAL COMMENTS: Ecosystem Planning and Restoration (EPR)
By: Emmett Perdue
Title: Project Engineer
Page 1 of 1

O�OF W ATF9OG
r
o
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?
❑ Yes NX 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 ❑X 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:
N 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 NX 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:
Willowbrook Park
2b.
County:
Alamance County
2c.
Nearest municipality / town:
City of Burlington
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Burlington
3b.
Deed Book and Page No.
077/0167 —
3c.
Responsible Party (for LLC if
applicable):
N/A AA 3 12017 I
3d.
Street address:
425 S Lexington Ave r3 Q
Burlington, NC 27215
336-222-5140
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
I [e-mail]
Page 1 of 10
PCN Form – Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (if applicable)
5a. Name:
Emmett Perdue, PE
5b. Business name
(if applicable):
Ecosystem Planning and Restoration
5c. Street address:
559 Jones Franklin Road, Suite 150
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-388-0787
5f. Fax no.:
919-388-0789
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
125058
1 b. Site coordinates (in decimal degrees):
Latitude: 36.092824 Longitude: -79.450196
1 c. Property size:
13.9 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Brown Branch 16-19-11-1
2b. Water Quality Classification of nearest receiving water:
WS -V and 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:
Willowbrook Park is a maintained City of Burlington park within a residential neighborhood. The park is characterized by mowed lawns, scattered
mature trees, ornamental plant beds, few benches, a playground and a gazebo. Brown Branch flows the entire length of the park with very narrow to
no woody buffer. The buffer, where present, is dominated by privet and other non-native species with sparse native vegetation scattered throughout.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,470
3d. Explain the purpose of the proposed project:
See Attached
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attached
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?
❑ Yes ❑X 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):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ 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?
❑X Yes ❑ No
6b. If yes, explain.
See Attached.
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):
❑ Wetlands ❑X Streams — tributaries Q 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
No wetlands exist on site.
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Relocation
Brown Branch
PER
Corps
13
1,128
S2 T
Stabilization
Brown Branch
PER
Corps
13
3,189
S3
Choose one
S4 -
Choose one
S5
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
3,417
3i. Comments:
See attached.
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: No open water exists on site.
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. 5d. 5e.
Wetland Impacts (acres) 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: Lake Jordan
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 P
Arboretum paths
Brown Branch
No
20,175
18,836
B2 P
Bridges
Brown Branch
No
2,166
40
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
22,341
18,876
6i. Comments: Planting beds, topiaries, statues, signs and other arboretum features will also be constructed with in the buffer zone.
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.
See Attached
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Attached
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
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
buffer mitigation?
❑ Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 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
M 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.
See attached plans. Stormwater resulting from the arboretum will runoff from sidewalks onto maintained/
Yes No
natural ground before entering the stream. Stormwater resulting from the building and parking will enter
❑ Q
the City of Burlington's existing stormwater network.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
12.2%
2b. Does this project require a Stormwater Management Plan?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
See attached.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
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?
City of Burlington
❑ 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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
0 Yes
❑ 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
❑Yes
0 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
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
© 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
0 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.
The project is located in an existing city park within a residential neighborhood. Uses within the park will not change nor will the
development of the
arboretum trigger further development within the existing neighborhood.
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.
The project will discharge into existing residential sewer facilities.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. 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
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS County List and correspondence, NC Natural Heritage Data, NC Wildlife Resource Commission correspondence. Copy attached.
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?
USFWS County List and correspondence, NC Natural Heritage Data, NC Wildlife Resource Commission correspondence. Copy attached.
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
0 Yes ❑ 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?
NCSHPO has been contacted. To date, no response has been received. A copy of NCSHPO's response will be provided when received.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?X❑
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project will require a CLOMR and LOMR. A CLOMR application has been prepared and will be submitted to FEMA. The current results indicate
the project will reduce effective base flood elevations throughout the park. Post construction, a LOMR will be submitted to prove the modeling results
based on completed as -built conditions.
8c. What source(s) did you use to make the floodplain determination?
See attached.
EA*lt✓� P �
7l y%7
��
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

B- City of
URLINGTON
Water ResAurces
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book/Page: 077 0167 County: ALAMANCE PARCEL ID #: 125058
STREET ADDRESS: Willowbrook Drive
Property Owner: City of Burlington
Responsible Party: Michael Layne Field Operations Manager/Stormwater Manager
The undersigned, registered property owners of the above noted property(s), do hereby authorize
Emmett Perdue, PE of Ecosystem Planning and Restoration (EPR)
(Contractor / Agent) (Name of Consulting Firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
required permits or certifications.
Property Owner's Address (if different than property above): 425 S Lexington Avenue, Burlington NC
27215
Telephone: [phone]
[/We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
AI I Gkae. i" LAY► -e_
Authorized Signature
Date: `71/yZ/7
Stormwater Division 1 1103 S. Mebane St. I Burlington, NC 27215 1 [phone] 1 www.BurlinatonNC.gov

B3d. Explain the purpose of the proposed project:
The proposed project will be a two -phased project. Phase 1 will restore Brown Branch to a stable B type
stream to reduce lateral erosion and minimize the threat to infrastructure. Phase 2 will be the
construction of a public arboretum. Because of its proximity to downtown Burlington and City Park, the
arboretum will be an amenity that will enhance the natural areas and their use within the City. The
arboretum and stream restoration will also provide further environmental education opportunities and
the importance of natural areas to the public.
Bae. Describe the overall project in detail, including the type of equipment to be used:
The project will establish a public arboretum within Willowbrook Park with associated amenities
including a common building, planting gardens, retaining wall, footpaths and bridges. Brown Branch will
be restored within the park and incorporated into the arboretum design. The restoration of Brown
Branch will follow natural channel design practices.
For the majority of its length Brown Branch is a slightly incised stream. There are short sections near the
middle portion of the park that are not incised. Brown Branch is a bedrock controlled stream with very
narrow to no riparian buffer. The buffer, where present, is dominated by privet and other non-native
species with sparse native vegetation scattered throughout. Brown Branch is exhibiting lateral
instability with significant bank erosion occurring in some areas, threatening existing infrastructure
including E. Willowbrook Road, several storm water culverts, and other utilities. An exposed sanitary
sewerline crosses Brown Branch near the downstream end of the park, which will be buried during the
stream restoration. In locations where infrastructure is being threatened, Brown Branch will be
relocated away from the structures. In areas where the stream cannot be relocated due to various
constraints, imbricated rock walls of boulder toe protection will be utilized. Stabilizing the stream banks
will improve water quality by reducing sediment load in the stream and other receiving waters.
A stable B -type stream with floodplain access will be constructed and a natural riffle -pool stream system
will be restored with appropriate pool -to -pool spacing and pool depths. Boulder and log structures will
be constructed to promote and maintain stream features, which will greatly improve instream habitat.
A native stream buffer will be planted adjacent to the stream to provide shading and bank stability.
Plantings will consist of container grown specimens one gallon and larger. Herbaceous vegetation will
be planted by seeding and plugs. Vegetation management practices within the arboretum will include
the management and removal of non-native species.
Several stormwater outlets that currently discharge directly into Brown Branch will need to be modified.
Modification will mainly consist of reducing the ditch length to discharge into the realigned Brown
Branch. One bioretention treatment cell is proposed within the arboretum, outside the riparian buffer
(approximately 80 ft. from top of bank).
No arboretum features will be constructed within the banks of the restored Brown Branch. Two new
pedestrian bridges will be constructed and two existing pedestrian bridges will be replaced at
approximately their existing location. All bridges will span Brown Branch with no support structures
within the stream channel. One pedestrian bridge near the downstream end of the park will be
removed.
Willowbrook Park Page 1 of 3

Several arboretum features will be constructed within the stream buffer, including sidewalks, planting
beds, pedestrian bridges, and sculptures. The size of all features is presented in Section C6.
Sidewalk construction will occur within buffer zones 1 and 2. The buffer zones were avoided where
practicable; however, due to site constraints and the need to provide access (ADA 1990) it was
impossible to avoid all buffers. The sidewalks will be constructed to minimize concentrated runoff and
diffuse flow prior to entering Brown Branch. Pedestrian bridges will be constructed in the same manner;
providing filtration and diffusion of runoff prior to entering Brown Branch. No other impervious
features are proposed within buffer zones 1 and 2.
Construction activities will remove streamside vegetation and several trees within buffer zone 1 and
zone 2. The entire area will be replanted, including areas not impacted by construction. The stream -
banks will be planted with native species. The area outside the buffer will be planted with native and
non-invasive species.
Standard construction heavy equipment will be used. Tracked excavators will be used to shape stream
banks, excavate, and install stream structures, etc. Dump trucks will haul materials. Front-end loaders
will haul material and load trucks. The arboretum sidewalks will include poured concrete and/or asphalt
and the building foundation will require poured concrete resulting in mixing trucks on site with flat-bed
trucks providing materials.
66b. Is this a phased project?
The stream restoration will occur prior to the construction of the arboretum. Construction of the
arboretum will begin immediately after completion of the stream restoration. It is possible that some
arboretum features, and installation of planting beds may be constructed concurrently with the stream
restoration.
C3i. Comments:
All impacts to Brown Branch will be temporary and associated with the restoration work. The project
will improve water quality by stabilizing eroding banks through structure and plantings, improving
aquatic habitat by increasing bedform diversity, and restoring a stable riffle -pool system by decreasing
pool to pool spacing. The project is also increasing floodplain connectivity and improving overall flood
attenuation. Through this work, the stream will be shortened by 53 feet by removing tortuous bends
contributing the most sediment input into the existing system.
D1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the
project.
Natural channel design principles were used to develop the stream restoration plans. Only natural
material will be used to construct stream features. Only native vegetation will be planted on the stream
banks.
Willowbrook Park Page 2 of 3

All arboretum features were designed to avoid construction within buffer zone 1 and zone 2. The only
impervious features proposed within the buffers are sidewalks and pedestrian bridges. The sidewalks
and pedestrian bridges are required to provide access (ADA 1990) to all arboretum amenities.
Sidewalks included in the buffers are areas where the width of the park combined with other natural
constraints, i.e. maintaining large mature trees, forced the path within the buffer zone. The building
was sited to be outside of the buffer, however access points (bridges) and an overlook into the stream
and a proposed wetland garden encroach into the buffers in efforts to encourage public interaction with
the natural environment and promote education.
Dib. Specifically describe measures taken to avoid or minimize the proposed impacts through
construction techniques.
A North Carolina Land Quality and City of Burlington sediment and erosion control approval will be
obtained.
Areas not identified to be impacted by construction activities will be fenced to prevent access.
Etc. If this project DOES NOT require a Stormwater Management Plan, explain why:
The restoration of Browns Branch will provide increased flood capacity and attenuation, resulting in an
improved hydrograph through the park. The channel has been designed as a two-stage channel to
maintain a low base flow, allow moderate but increased floodplain connection at intermediate flows,
and then release onto the historic floodplain at large flood flows. The tiered channel design maximizes
flood capacity while maintaining bankfull channel dimensions necessary for stable geometries and
habitat diversity.
The arboretum will increase the percent imperviousness within the park, but will also provide natural
beds, maintained lawns, and native riparian buffers to provide plenty of space for diffuse flow to
develop. The sidewalks will not generate significant concentrated flow as the water will roll off onto
these maintained or natural areas before entering the stream. The building has been cited such that the
stormwater generated by the footprint and required parking will be discharged into existing stormwater
facilities.
Together the park has been designed with the stream restoration acting as a stormwater best
management practice in that the increase in impervious surface has been offset by the stream
restoration design through increased flood capacity and attenuation.
8c. What source(s) did you use to make the floodplain determination?
The Flood Insurance Study for Alamance County, North Carolina and Incorporated Areas effective date
9/6/2006, revised 1/2/2008. The NC Floodplain Mapping Program website to access current HEC -RAS
models and to research effective and preliminary LOMRs along the reach. And finally, best engineering
practices to model the effective, existing, and proposed conditions through HEC -RAS to determine the
project's effects on base flood elevations.
Willowbrook Park Page 3 of 3

E"t°f r United States Department of the Interior
o�a'Pt� ' tiFym
'o FISH AND WILDLIFE SERVICE
- Raleigh ES Field Office
Post Office Box 33726
Q"' '9 Raleigh, North Carolina 27636-3726
June 29, 2017
Emmett Perdue
Ecosystem Planning & Restoration
559 Jones Franklin Road, Suite 150
Raleigh, NC 27606
Re: Willowbrook Park Arboretum Project — Alamance County, NC
Dear Mr. Perdue:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
https://www.fws. ovg /raleigh/pp.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern that
are known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
I The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above-referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally-listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down-gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
2

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact Kathy Matthews of this
office at [phone] ext. 27.
Sincerely,
Oil
�j
Pete Benjamin
Field Supervisor

North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
20 June 2017
Emmett Perdue, PE
Ecosystem Planning & Restoration, LLC
559 Jones Fninkiut Road, Suite 150
Raleigh, NC 27606
Subject: Environmental Review
Willowbrook Park Arboretum Project
Burlington, Alamance County, North Carolina
Dear Mr. Perdue,
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject
information. Our comments are provided in accordance with provisions of the Clean Water Act of 1977
(as amended) and Fish and Wildlife Coordination Act Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661 et seq.), and North Carolina General Statutes (G.S. 113-131 et seq.).
Ecosystem Planning & Restoration, LLC, on behalf of the City of Burlington and New Leaf Society, is
requesting an environmental review of the Willowbrook Park Arboretum project located within the 11 -
acre Willowbrook Park in the City of Burlington, Alamance County. The project entails the construction
of an arboretum, buildings, sidewalks, plant gardens, pedestrian bridges, and the restoration of Brown
Branch. Brown Branch in the Cape Fear River basin flows through the site and it is classified as a Class
C and Nutrient Sensitive Water by the North Carolina Division of Water Resources (NCDWR).
We have records of the state significantly rare Carolina ladle crayfish (Cambarus davidi) near the site and
a historical record for a state significantly rare helicta satyr (Neonympho helicta) in Alamance County.
We have no records of federal or state -listed species within or adjacent to the project site. It is unlikely
the project will adversely affect protected species.
Based upon the limited information provided, we offer the following general recommendations to
minimize impacts to aquatic and terrestrial wildlife resources.
1. Maintain a minimum 100 -foot undisturbed, native, forested buffer along perennial streams, and a
minimum 50 -foot buffer along intermittent streams and wetlands. Maintaining undisturbed,
forested buffers along these areas will minimize impacts to aquatic and terrestrial wildlife
resources, water quality, and aquatic habitat both within and downstream of the project area.
Also, wide riparian buffers are helpful in maintaining stability of stream banks and for treatment
of pollutants associated with urban stormwater.
Mailing Address: Habitat Conservation - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

Page 2
20 June 2017
Willowbrook Park Arboretum
Alamance County
2. Use non-invasive native species and Low Impact Development (LID) technology in landscaping.
Using native species instead of ornamentals should reduce the need for water, fertilizers, and
pesticides. A list of wildlife -friendly plants is available upon request. Using LID technology in
landscaping will not only help maintain the predevelopment hydrologic regime, but also enhance
the aesthetic and habitat value of the site. LID techniques include permeable pavement and
bioretention areas that can collect stormwater from driveways and parking areas. Additional
alternatives include narrower roads, swales versus curbs/gutters and permeable surfaces such as
turf stone, brick and cobblestone.
3. Limit impervious surface to less than 10% or use stormwater control measures to mimic the
hydrograph consistent with an impervious coverage of less than 10%. Where feasible, trees and
shrubs should be planted around stormwater ponds, or preferably use LID technology. This
would provide habitat benefits that offset those functions lost by development, partially restore
aquatic habitats, reduce exposure of the water surface to sunlight to minimize thermal pollution,
and provide essential summer and winter habitats.
4. Use bridges for all permanent roadway crossings of streams and associated wetlands to eliminate
the need to fill and culvert, where practicable. If culverts must be used, the culvert should be
designed to allow passage of aquatic organisms.
5. Avoid the removal of large trees at the edges of construction corridors. Re -seed disturbed areas
with seed mixtures that are beneficial to wildlife. Avoid fescue -based mixtures because fescue is
invasive and provides little benefit to wildlife.
6. Consider using state-of-the-art natural channel design and restoration techniques. We prefer
natural materials such as coir fiber rolls, biodegradable erosion -control blankets, and vegetation
instead of rip -rap where practical. If rip -rap is required, it should be placed above normal
bankfull. Long-term stabilization can be accomplished using native plants such as red maple,
black willow, sycamore, river birch, silky dogwood, and other native woody species.
7. Monitoring is recommended to ensure successful channel and bank stabilization and vegetation
growth. Invasive species control should occur regularly, including prior to construction if
present. Invasive species outcompete native plants and provide minimal benefit to wildlife.
Monitoring the site should occur once per year during the growing season for three years or three
bankfull events.
Sediment and erosion control measures should use advanced methods and installed prior to any
land -disturbing activity. The use of biodegradable and wildlife -friendly sediment and erosion
control devices is strongly recommended. Silt fencing, fiber rolls and/or other products should
have loose -weave netting that is made of natural fiber materials with movable joints between the
vertical and horizontal twines. Silt fencing that has been reinforced with plastic or metal mesh
should be avoided as it impedes the movement of terrestrial wildlife species. These measures
should be routinely inspected and properly maintained. Excessive silt and sediment loads can
have numerous detrimental effects on aquatic resources including destruction of spawning
habitat, suffocation of eggs, and clogging of gills of aquatic species.
If I can be of additional assistance, please call [phone] or email olivia.munzer(d)ncwildlife.org.
Sincerely,
Olivia Munzer
Western Piedmont Coordinator
Habitat Conservation Program

May 5, 2017
ECOSYSTEM
PLANNING &
RESTORATION
Renee Gledhill -Earley
State Historic Preservation Office
109 East Jones Street, Room 258
Raleigh, NC 27601
Ecosystem Planning and Restoration, LLC
559 Jones Franklin Road, Suite 150
Raleigh, NC 27606
Phone: [phone]
www.eprusa.net
RE: Request for Environmental Review: Willowbrook Park Improvements and
Stream Restoration Project, City of Burlington, Alamance County, NC
Dear Ms. Gledhill -Earley,
Ecosystem Planning and Restoration (EPR) requests North Carolina State of Historic
Preservation Office's (SHPO) environmental review of the subject project to identify potential
effects to archaeological properties that may result. Project details are presented below.
The proposed project is located within the City of Burlington's Willow Park (Park). The Park
is bound to the east and west by E Willowbrook Drive and W Willowbrook Drive, respectively;
to the north by W Front Street and the south by S Church Street (US 70). See Figures 1 and
2. The site is comprised of two parcels: Parcel ID# 125058 is a 11.07 -acre parcel owned by
the City of Burlington. Parcel 125397 is a 1.03 -acre parcel owned by American Legion Post
63.
The Project is a cooperative effort between the City of Burlington and the New Leaf Society
and involves the construction of an arboretum and associated amenities within the 11 -acre
Willowbrook Park. Amenities include a commons building, sidewalks, plant gardens, and
pedestrian bridges. Existing Brown Branch within the park will be restored by grading the
stream bank, relocating short segments of channel and the installation of boulder structures.
Construction of the commons building at the southern portion of the Park, near the
intersection of S Church Street/Fountain Place/E Willowbrook Drive, will require significant
excavation and grading. Minor grading will be required through the rest of the Park.
Excavation depth will vary from less than one foot to near four feet. See attached conceptual
design plans.
Construction activities will take place within Brown Branch requiring Section 401 and 404
permits from NC Department of Environmental Quality (DEQ) and the US Army Corps of
Engineers. Grading activities will require a Sediment and Erosion Control permit from NC
Division of Land Quality. Brown Branch is located within the Lake Jordan watershed and is
subject to NCDEQ buffer rules, therefore requiring approve of NCDEQ. Brown Branch is also
located within a mapped FEMA floodplain and will require coordination with Alamance County
Floodplain Administrators.

According to SHPO's online GIS Mapping Application (http://gis.ncdcr.gov/hpoweb/)
accesses on May 2, 2017, Willowbrook Park is located within and adjacent to the West Davis -
Fountain Place Historic District (AM0491), West Burlington Local Historic District (AM0491)
and Fountain Place Historic District Boundary Expansion (AM1470). Photographs of the Park
and adjacent areas are attached.
Please contact me at the above phone number or address with any question.
Sincerely,
Emmett Perdue, PE
Project Manager
-PROVIDING ECOSYSTEM PLANNING AND RESTORATION SERVICES TO SUPPORTA SUSTAINABLE ENVIRONMENT-

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FEET
WILLOWBROOK PARK ARBORETUM
PROJECT AREA
0 7501,500 3,000
DATE:
CITY OF BURLINGTON
ECOSYSTEM
PLANNING &
MAY 2017
ALAMANCE COUNTY, NC
.. RESTORATION

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DATE: CITY OF BURLINGTON
MAY 2017 ALAMANCE COUNTY, NC
712
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ECOSYSTEM
ALAMANCE COUNTY, NC PLANNING &
DATE: CITY OF BURLINGTON
MAY 2017 r RESTORATION

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PHOTO 9. Looking southerly across W Willowbrook Drive near Edgewood Drive
PHOTO 10. Looking southerly across W Willowbrook Drive and Edgewood Drive
Page 5 of 8
Willowbrook Park Arboretum

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VICINITY MAP
INDEX OF SHEETS
1 • • • TITLE SHEET
2-8... BUFFER DRAWINGS
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 O 20 40
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
CITY OF BURLINGTON
ALAMANCE COUNTY
LOCATION: WILLOW BROOK PARK
CITY OF BURLINGTON, NC
TYPE OF WORK: BUFFER 1MAPCT MAPPING
FROM STREAM RESTORATION
s/yFFT2
/, � �• «... EET
=�.
SHEET 4 SHEET 5
REVISIONS
NO. DESCRIPTION ENGR. APPROV. DATE
1 604 DESIGN - CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN - PERMITTING EMP KLT 7/14/17
SHS
i
a
PREPARED FOR:
City of
BURLINGTON
Algh
Water Res,6urces
3,416
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
MICHAEL LAYNE
PROJECT MANAGER
C 064
DESIGN DATA
DESIGN STREAM TYPE
B4C
DESIGN REACH LENGTH
3,416
BANKFULL XSEC AREA
15.0
BANKFULL WIDTH
15.0
BANKFULL MEAN DEPTH
1.0
W/D RATIO
15.0
PROJECT LENGTH
EXISTING STREAM LENGTH = 3,470 FEET
PROPOSED DESIGN STREAM LENGTH = 3,414 FEET
PREPARED IN THE OFFICE OF:
ECOSYSTEM 559 JONES FRANKLIN RD
`. PLANNING & SUITE 150
RALEIGH, NC 27606
RESTORATION LICENSE # P-1 182
JAN. 1, 2018
EMMETT PERDUE, PE
LETTING DATE:
PROJECT ENGINEER
PROJECT ENGINEER
PROGRESS DRAWIN
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT # SHEET NO.
064 2
BUFFER
DRAWINGS
ZONE 1 -BRIDGE I - - - BUFFER ZONE 1
ZONE 2 - SIDEWALKS
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 / DESIGN CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN PERMUTING EMP KLT 7/14/1
---•- BUFFER ZONE 2
PREPARED FOR:
14
BURLINGTON
��q'iitcr Rcr�un-c+
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
1 ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
WILLOWBROOK C
20 10 0 20 40
SCALE (FT)
PROJECT
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
CL
FLOW
._._._._._._._•'7f1r7-,'(TW7BR00K DR.��•�._.-
ZONE 1 -BRIDGE I - - - BUFFER ZONE 1
ZONE 2 - SIDEWALKS
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 / DESIGN CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN PERMUTING EMP KLT 7/14/1
---•- BUFFER ZONE 2
PREPARED FOR:
14
BURLINGTON
��q'iitcr Rcr�un-c+
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
1 ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
WILLOWBROOK C
20 10 0 20 40
SCALE (FT)
PROJECT
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

064 � 3
_ ZONE 1 -BRIDGE - - - BUFFER ZONE 1 BUFFER
DRAWINGS
ZONE 1 -SIDEWALKS ....... BUFFER ZONE 2
® ZONE 2 - SIDEWALKS '
LINE
AKEN
U
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN - PERM TING EMP KLT 7/14/1
IT
nU)
-u
OW
N0
aIL
me
Ciel f
URLINGTON
'aler Ree�iurces
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
t
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-
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ry
oc9 - _
— �p
61$ ��i C7�
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,
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN - PERM TING EMP KLT 7/14/1
IT
nU)
-u
OW
N0
aIL
me
Ciel f
URLINGTON
'aler Ree�iurces
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
w RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

0
2
r
z
m
U)
_
m
m
w
ZONE 1 -BRIDGE
WILLOWBROOK DR.
tPFPUXI ATF ROUNUAI',
Jk I3.K UM GIS
F
— — — BUFFER ZONE 1
,------ BUFFER ZONE 2
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
PREPARED FOR:
Joy
-.
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
4I
BURLINGTON, NC 27215
WILLOWBROOK DR.
tPFPUXI ATF ROUNUAI',
Jk I3.K UM GIS
F
— — — BUFFER ZONE 1
,------ BUFFER ZONE 2
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
PREPARED FOR:
city.(
URLINGTON„
Wafer Rcsi m
r
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
riECOSYSTEM
- PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
_2L4._)t
BUFFER
DRAWINGS
w__
20 10 O 20 40
SCALE (FT)
PROJECT
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

ON
REVISIONS -I
NO. DESCRIPTION ENGR. APPROV DATE
-
i 60 % DESIGN CITY REVIEW EMP KLT 6/16/17
2 60°1 DESIGN PERMITTING EMP KLT 7/14/17
'� I
ZONE 1 -BRIDGE
OWWWWWWWAS 0 0 1
wZMA 0 0 A
I - - - BUFFER ZONE 1
------ BUFFER ZONE 2
Q
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WILLOWE3ROOK DR
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
ECOSYSTEM
PLANNING &
A-ARIESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE# P-1 182
(P7R7JEC7­#)( =SHEET NO,
�64 5
BUFFER
DRAWINGS
20 10 0 20 40
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SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION�
BURLINGTON BURLINGTON
lValcy Rv%4urce,
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 27215
Q
Z9
WILLOWE3ROOK DR
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
ECOSYSTEM
PLANNING &
A-ARIESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE# P-1 182
(P7R7JEC7­#)( =SHEET NO,
�64 5
BUFFER
DRAWINGS
20 10 0 20 40
klftlkw_w��
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION�

ZONE 1 -BRIDGE
— — — BUFFER ZONE 1
------ BUFFER ZONE 2
REVISIONS
NO. DESCRIPTIONREMP
ROV DATE
1 60% DESIGN -CITY REVIELT 6/16/1
2 60% DESIGN - PERMITTINLT 7/14/1
„n\ v
PREPAREDFOR:
._._--•- WILLOWBROOK DR.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
(77777 77#) SHEET NO.
064 6
BUFFER
DRAWINGS
SCALE
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
ofAm-PA
BLit,
URLINGTON
RcY4unc%
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
._._--•- WILLOWBROOK DR.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
(77777 77#) SHEET NO.
064 6
BUFFER
DRAWINGS
SCALE
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

l�-"uK oR
ZONE 1 -BRIDGE
[//m ZONE 2 - SIDEWALKS
— — — BUFFER ZONE 1
------ BUFFER ZONE 2
REVISIONS -11
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
ear f
URLINGTON
Water Resi.ures
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON. NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
I-
U
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
3.
PROJECT SHEET NO.
064 7
BUFFER
DRAWINGS .01
83
20 10 O 20 40
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
NO. DESCRIPTION ENGR. PPROVI DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
0000 X
-lo• b j
.�''• o U
— — — BUFFER ZONE 1
—.—.— BUFFER ZONE 2
W. WILLOW13ROOK DR.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT #SHEET NO.
064 8
BUFFER
DRAWINGS
20 10 O 20 40
SCALE (FT)
ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
cit) of
B_URLINGTON
_..t','atcr
Rcwiunc�
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 27215
W. WILLOW13ROOK DR.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT #SHEET NO.
064 8
BUFFER
DRAWINGS
20 10 O 20 40
SCALE (FT)
ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

M rrarlr Q�$�r$�,� � •�
y�. )PROJECT �o09 T_ ]
� u
VICINITY MAP
INDEX OF SHEETS
1- .. TITLE SHEET
1-A... STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2-2F--- DETAILS
3-3A... TABLES
4-10 O ... PLAN AND PROFILE
1 1 - 17... PROPOSED GRADING (IN PROGRESS)
18-20... VEGETATION PLAN
J
�I
U
^^
GRAPHIC SCALES
O
20 10 O 20 40
PLANS
DESIGN STREAM TYPE
DESIGN REACH LENGTH 3,416
20 10 0 20 ao
BANKFULLXSEC AREA 1 S.O
1 5.
BURLINGTON, NC 27215
PROFILE (HORIZONTAL)
LOCATION: WILLOW BROOK PARK
CITY OF BURLINGTON, NC
BANKFULL MEAN DEPTH 1.0
W/DRATIO 15.0
10 5 O 10 20
PROJECTLENGTH
PROFILE (VERTICAU
CITY OF B U R LI ISI GTO ISI
PKOJECT REFERENCE NO.
"� 064
„s..Water Rest/urces
DESIGN DATA
ALAMANCE G
DESIGN STREAM TYPE
DESIGN REACH LENGTH 3,416
1 103 SOUTH MEBANE ST.
BANKFULLXSEC AREA 1 S.O
1 5.
BURLINGTON, NC 27215
BANKFULL WIDTH 15.0
LOCATION: WILLOW BROOK PARK
CITY OF BURLINGTON, NC
BANKFULL MEAN DEPTH 1.0
W/DRATIO 15.0
PROJECTLENGTH
TYPE OF WORK: STREAM RESTORATION
EXISTING STREAM LENGTH = 3,470 FEET
PROPOSED DESIGN STREAM LENGTH = 3.414 FEET
�q0
83
�c'C 10
REVISIONS
NO. DESCRIPTION ENGR. APPROV. DATE
160%DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
City of
BURLINGTON
Aft
„s..Water Rest/urces
LETTING DATE:
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
MICHAEL LAYNE
PROJECT MANAGER
PREPARED IN THE OFFICE OF:
ECOSYSTEM 559 JONES FRANKLIN RD
.. PLANNING & SUITE 150
RALEIGH, NC 27606
RESTORATION LICENSE # P-1 182
JAN. 1, 2018
EMMETT PERDUE, PE
LETTING DATE:
PROJECT ENGINEER
PROJECT ENGINEER
PROGRESS DRAWIN
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

STREAM CONVENTIONAL SYMBOLS
ROCK J -HOOK JH — SF — SAFETY FENCE
ROCK VANE Rv — TP — TAPE FENCE
OFFSET ROCK CROSS VANE ov — I I I — SILT FENCE
ROCK CROSS VANE xv — CE— CONSERVATION EASEMENT
GRADE CONTROL WOODY RIFFLE a
laiz;� TOEWOOD WITH GEOLIFT
SOD MATS SM
DEBRIS JAM
SINGLE WING DEFLECTOR Q
DOUBLE WING DEFLECTOR
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
- - 20 - - EXISTING MAJOR CONTOUR
----- EXISTING MINOR CONTOUR
------- LIMITS OF DISTURBANCE
BANKFULL BENCH (GRADE)
PROPERTY LINE
= ACCESS ROAD
10100
STREAM THALWEG
STREAM TOP OF BANKS
FOOT BRIDGE
�- TEMPORARY STREAM CROSSING
PERMANENT FORD STREAM CROSSING PFc
® TRANSPLANTED VEGETATION
TREE REMOVAL
TEMPORARY SILT CHECK
ROOT WAD Q
00
GRADE CONTROL LOG J -HOOK uH
®
LOG VANE LV
s
LOG STEP LS
ROCK STEP RS
r`
LOG CROSS VANE xv
CONSTRUCTED CASCADE cc
CONSTRUCTED RIFFLE c®
�o o
BOULDER CLUSTER
LOG ROLLER LR
GRADE CONTROL WOODY RIFFLE a
laiz;� TOEWOOD WITH GEOLIFT
SOD MATS SM
DEBRIS JAM
SINGLE WING DEFLECTOR Q
DOUBLE WING DEFLECTOR
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
- - 20 - - EXISTING MAJOR CONTOUR
----- EXISTING MINOR CONTOUR
------- LIMITS OF DISTURBANCE
BANKFULL BENCH (GRADE)
PROPERTY LINE
= ACCESS ROAD
10100
STREAM THALWEG
STREAM TOP OF BANKS
FOOT BRIDGE
�- TEMPORARY STREAM CROSSING
PERMANENT FORD STREAM CROSSING PFc
® TRANSPLANTED VEGETATION
TREE REMOVAL
EXISTING WETLANDS
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2017/2018.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KILT 7/14/1
PREPARED FOR:
RCil- of
URLING,TON
N'atcr Rewams
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
CONSTRUCTION SEQUENCE
WILLOWBROOK PARK
ALAMANCE COUNTY, INC
CONSTRUCTION SEQUENCE TO BE
DETERMINED AT 100% DESIGN
ECOSYSTEM
PLANNING &
A-ARESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT# SHEET NO.
064 1A
SYMBOLOGY /
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
TREE PROTECTION
GEOLIFT
M
CHANNEL FILL / DITCH PLUG
®
GRADE BANK 2:1 OR FLATTER
EXISTING WETLANDS
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2017/2018.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KILT 7/14/1
PREPARED FOR:
RCil- of
URLING,TON
N'atcr Rewams
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
CONSTRUCTION SEQUENCE
WILLOWBROOK PARK
ALAMANCE COUNTY, INC
CONSTRUCTION SEQUENCE TO BE
DETERMINED AT 100% DESIGN
ECOSYSTEM
PLANNING &
A-ARESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT# SHEET NO.
064 1A
SYMBOLOGY /
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

Q) - ELEVATION POINT (SEE STRUCTURES TABLE)
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS.
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
r
TYPE: HARWOOD
NEW LEAF SOCIETY
SIZE: 20 FT LONG, 12 INCH 0 MIN
LOGS
NUMBER OF HEADER LOGS: 1
BURLINGTON, NC 27215
NUMBER OF FOOTER LOGS: 1
TYPE: TYPE 2 NONWOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. LOGS SHOULD BE STRAIGHT. HARDWOOD. AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. GEOTDMI E FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS.
PER DIRECTION OF ENGINEER.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60%DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
TYPICAL SECTIONS
WILLOW BROOK
STA. 10+00 TO 44+16
LOG
BELOW STRE
TYPICAL RIFFLE CROSS SECTION
195
\ APOOL
2.57
TYPICAL POOL CROSS SECTION
LOG VANE LV
PLAN VIEW
STREAMBANK
AT LEAST 5'
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
TOP OF
FLOW
HEADER LOG
FOOTER LOG
PROFILE VIEW A -A'
SECTION B - B'
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
(7764�C
ECEET NO. 2
DETAILS
IPROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
PREPARED FOR:
kc �e, r
RI.I �G.,T0N�Vatcr
Rc%Aurcc+
r
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
STREAMBANK
AT LEAST 5'
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
TOP OF
FLOW
HEADER LOG
FOOTER LOG
PROFILE VIEW A -A'
SECTION B - B'
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
(7764�C
ECEET NO. 2
DETAILS
IPROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

4b - ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK VANE SPECIFICATIONS
MATERIALS
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
NUMBER OF HEADER ROWS: i
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR ROCK VANE STR LR
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OFTHE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED. FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THETOP OFTHE HEADERROCK.
IZ - ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK CROSS VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS VANE STRUCTURES
1. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
2. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
3. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
4. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS. THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
5. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
6. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KILT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
INVERT
J
J
Y E
Q;
mF A
�0
YZ 4
ZW
Q
mN 3
0
IL 20%-30%
0
H
Bci.1
URLNGTON
�.•'1't'xter Rc+:arcc�
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
LL
Y
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YZ
�W
my
C"
0
O
F-
/
T
ARM
ANGLE
ROCK VANE RV
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1)
2 1
FLOW � 3 ARM SLOPE
HEADER ONSITE ALLUVIUM
ROCK
-FOOTER
ROCK
FOOTER ROCK
B
FILTER FABRIC
B'
I
ISCOUR POOL:
I
NO GAPS
BETWEEN
ROCKS
PLAN VIEW
:SCOUR 1I
OOL '
HEADER
ROCK
BETWEEN
A, ROCKS
FOOTER
ROCK
11
PLAN VIEW
ATl/
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 2721
PROFILE VIEW A -A'
VANE ARM
HEADER ROCK
ONSITEALLUVIUM".:-•.:
FILTER FABRIC—/FOOTER ROCK
SECTION B - B'
VANE ARM CROSS SECTION
ROCK CROSS VANE O
J
D
tl HEADER ROCK
Y_
mW TOP OF BANK ;FABRIc L (SEE NOTE 1)
� ~O 2.6 7
FLO3,5 4%-7.�
ZZ ONSITE ALLUVIUM
QW
M
CN
O
a_
O FOOTER ROCK
F' FILTE
SILL
y�3
ONSITE ALL
PROFILE VIEW A - A'
VANE ARM
ONSITEALLUVIUM
FILTER
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PROFILE VIEW B - B'
INVERT
PREPARED IN THE OFFICE OF:
r -AECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 2A JII
DETAILS
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
---"I —HEADERROCK
SECTION C -C'
INVERTAND POOL
FOOTER ROCK
N
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

0 - ELEVATION POINT (SEE STRUCTURES TABLE)
CONSTRUCTED CASCADE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS
TYPE: GRANITEOR COMPARABLE
LARGE ROCKS
SIZE: CLASS II
THICKNESS: 24 INCHES MIN.
COIR FIBER MATTING
TYPE: GRANITE OR COMPARABLE
STONE BACKFILL
SIZE: CLASS A AND CLASS B (50/50 MIX)
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING
SEE MATTING DETAIL
NOT C FOR CONCTR1 1(-TFn C-Ac;rAD CTR T IR
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSSSECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOP OF BANK.
4TILL TRENCH WITH STONE TO FINAL DESIGN STREAM GRADE.
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
CONSTRUCTED RIFFLE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
STONE BACKFILL
SIZE: CLASS A AND CLASS B (50/50 MIX)
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING
SEE MATTING DETAIL
NOT FOR ONCTR I T DRIFF CTR T IR
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS-SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOP OF BANK.
4. FILL TRENCH WITH STONE TO FINAL DESIGN STREAM GRADE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN - CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
nF
ow
N�
ma
n�
RLit, .,r
URLITGTOA
*-tt'utcr Rcydanc+
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
TOP OF
TOP OF
CONSTRUCTED CASCADE CC
RIFFLE WIDTH
PLAN VIEW
HEAD OF RIFFLE
FLOW
B' IDE - RIFFLE THICKNESS
POOL
PROFILE A - A'
COIR FIBER
MATTING
(SEE DETAIL)
TOE TOP OF BANK
- COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS TRENCHED THROUGH STONE BACKFILL
CONSTRUCTED RIFFLE CR
RIFFLE WDTH
A
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 2721
PLAN VIEW
SECTION B - B'
HEAD OF RIFFLE
FLOW
E
B' RIFFLE THICKNESS
7
POOL
PROFILE A -A'
COIR FIBER
MATTING
(SEE DETAIL)
TOE TOPOFBANK
COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS TRENCHED THROUGH STONE BACKFILL
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
SECTION B - B'
PREPARED IN THE OFFICE OF:
AECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT# SHEETNO.
064 213
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

DOUBLE WING DEFLECTOR DW
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
SINGLE WING DEFLECTOR SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
STONE BACKFILL
NEW LEAF SOCIETY
NUMBER OF HEADER ROWS: 1
1/3 1 /3 1/3
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
P
ICFULL STAG A
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR SINGLE WING DEFLECTOR TR R
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
BOTTOM BOTTOM BOTTOM
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
y
WIDTH OF
WIDTH OF
WIDTH O
Y
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED. FILL IN THE UPSTREAM
i
1/3 TO 1/2 BANKFULL
Q\�\
CHANNEL
CHANNEL
CHANNE
Q
mm
LL
O
0
a.HEADER
RO
d
OF
1
O
HEADER ROCK
gR,yl , P'��
BACK FILL WITH WELL GRADED
0 -ELEVATION POINT (SEE STRUCTURES TABLE)
2
CLASS A & B STONE MIX COARSE
SECTION A -A
w, z 2
MATERIAL FROM STREAMBED
A
FLOW
A
DOUBLE WING DEFLECTOR SPECIFICATIONS
L
o '
}
Q
Q It Q
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
20° TO 30°
3
BOULDER
SIZE: 2 FTX 2 FTX 3 FT
3
NO GAPS
BETWEEN
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
ROCKS
a
��
TYPE: TYPE 2 NONWOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
lAQM
P�
112 BANKFULL
HEADER ROCK
NOTES FOR DOUBLE WING DEFLECTOR STRUCTURES[
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
FOOTER
ROCK
BOULDER
FIRST ROCK
TIED INTO
FLOW-
2%TO 4%
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
CLUSTER
STREAMBANK
ROCKS, FILTER FABRIC AND STONE BACKFILL.
STREAMBED
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
PLAN VIEW
ELEVATION
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
FOOTER ROCK
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
ARM X PROFILE VIEW
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
NOTE: NO SLOPE FOR ARMS Y & Z
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
SINGLE WING DEFLECTOR SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FTX 2 FTX 3 FT
NEW LEAF SOCIETY
NUMBER OF HEADER ROWS: 1
P.O. BOX 4083
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR SINGLE WING DEFLECTOR TR R
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET -
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS. THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN. TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED. FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 %DESIGN -CITY REVIEW EMP KLT 6/16/ 1
2 60% DESIGN - PERMITTING EMP KILT 7/14/1
1/3
BOTTOM
WIDTH OF
PREPARED FOR:
;1, "f
BT
URLI T GTOr
--apow—Watcr Rcw tanwa
-
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
GLE WING DEFLECTOR SW
BACK FILL WITH WELL GRADED
CLASS A & B STONE MIX COARSE
MATERIAL FROM STREAMBED
A
I
NO GAPS BETWEEN ROCKS
0400/��/Oi04/OGOGOGOGOGOGyr�O�Gy/�/i�O�G�OOpOGJG��G04/JiOGOGO�/OG
SECTION A -A
112 BANKFULL HEADER ROCK
FIRST ROCK TIED INTO
STREAMBANK _
FLOW� 2%TO4%SL
STREAMBED
ELEVATION
FOOTER ROCK
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
ARM 'A' PROFILE VIEW
NOTE: NO SLOPE FOR ARMS B & C
PREPARED IN THE OFFICE OF:
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT#SHEETNO.
064 2C
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

OFFSET ROCK CROSS VANE oV
P'� v
170
0�
0� Flow t O
A02 � 0P2�1`2
V20-1%-30% 04 y
0 - ELEVATION POINT (SEE STRUCTURES TABLE) `� A0
OFFSET ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
cir
TYPE: GRANITE OR COMPARABLE
URLINGTON
SIZE: 2 FT X 2 FT X 3 FT
BOULDER
NUMBER OF HEADER ROWS: 1
CITY OF BURLINGTON
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
BURLINGTON. NC 27215
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR OFFSET ROCK CROSS VANE,
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
2. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE DESIGN
DIMENSIONS AND ELEVATIONS.
3. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
AND FOOTER ROCKS.
4. PLACE FILTER FABRIC BEGINNING AT THE TOP OF HTE HEADER ROCKS AND
EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN OUTWARD
THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
5. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
6. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE FO THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION
OF THE TOP OF HEADER ROCK.
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS. AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. WOODEN STAKES AS DIRECTED BY THE ENGINEER.
WOODEN STAKES ARE PREFERRED. USE STAPLES
AS SMALL ANCHORS MUST BE PRE -APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
SMALL ANCHORS ON
2'CENTERS
COIR FIBER
MATTING
ANCHORS ON -
2' -3' CENTERS
STREAM BED
INSIDE ARM
— NO GAPS BETWEEN ROCKS
B' 4
OUTSIDE ARM
2 SCOUR
1 I POOL
A 1
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
BACKFILL WITH —
STREAMBED MATERIAL
01 REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16/17
2 6&% -DESIGN PERMITTING EMP KLT 7/14/1
MATTING
IN TRENCH
PLAN VIEW
SMALL ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
ON i' CENTERS
-" F— 6" OVERLAY(MIN)
PLAN VIEW
F 18"-24"
(TYP)
BACKFILL -
HEADER ROCK
TOP OF BANK/ BANKFULL (SEE NOTE 1) 2 1
FLOW 3 4%-7%
ONSITE ALLUVIUM
FOOTER ROCK
FILTER FABRIC
COIR FIBER MATTING
LARGE
ANCHORS ON
3' CENTERS ALONG CENTER
LARGE
ANCHORS ON
2' CENTERS ALONG TOE
EXISTING
GROUND
PROFILE VIEW A -A'
VANE ARM
HEADER ROCK
ONSITE ALLUVIUM
FILTER FABRIC—/FOOTER ROCK
SECTION B - B'
VANE ARM CROSS SECTION
OF STREAMBANK
MAT POINT BARS WITH COIR FIBER MATTING
WHERE INDICATED ON PLANS
TOP OF STREAMBANK
PROJECT# SHEETNO.
064 2D
DETAILS
LARGE ANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
I
A2„
24"
SMALLANCHORS
WOODEN STAKE
6" MIN 1 STAPLE
MATTING PLACEMENT
SMALLANCHORSON 1„
ok
1' CENTERS SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
IN TRENCH
MATTING SHALL BE TYPICAL MATTING PLAN VIEW
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
12"
6" BURIED BELOW STREAMBED
TYPICAL CROSS SECTION
PREPARED FOR:
cir
URLINGTON
Water IRis efts
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY. INC
L ECOSYSTEM
PLANNING &
rim RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
ANCHOR OPTIONS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

GEOLIFT
STAKE TOP LAYER OF 4' DEEP (TYP)
COIR FIBER MATTING IN 6" TRENCH
(SEE MATTING DETAIL)
TOP OF BANK
FLOODPLAIN
I LIVE BRANCH CUTTINGS (SEE
UNDISTURBED PLANTING PLAN FOR SPECIES)
EARTH
COIR FIBER MATTING
ENCOMPASSES LIFT
1.5' LIFT COMPACTED
ON -S -S ITE SOIL (TYP)
FOUNDATION:
1) ROOTWAD CLUSTER ANE
2) LARGE STONE BACKFILL
NOTES:
1. WHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD CLUSTER. USE LARGE STONE BACKFILL BEHIND ROOT MASS TO BUILT FOUNDATION.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN - PERMITTING EMP KLT 7/14/17
U�u'ILINGTON
K'atcr Itcunes
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
APPROX. 6" OF STONE
TOE ABOVE BASEFLOW
POINT BAR OF CHANNEL
BED MATERIAL
(SEE TYPICAL SECTIONS)
STONE TOE APPROX. 1 FT BELOW
FINISHED BED ELEVATION
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT# SHEETNO.
064 2E
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

tt
[0
a
0
0
0
nF
0
No
'Tx
ad
n�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES: �O
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMIDATE EXPECTED EQUIPMENT.
2. LOCAL ENTRANCES TO PROVIDE FOR UTILIZATION BYALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN THE CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. AND MATERIALTRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5. LOCAL GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS TO THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS. OR AS DIRECTED BY THE ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUC71ON ENTRANCES
LEAVING THE PROJECT SITE.
TEMPORARY SILT FENCE
�6MAXIMUM �{
GEC
EXTENSION C
FABRIC
NOTES
1. USE GEOTEXTILE FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE STEEL POSTS.
2. PROVIDE 5'STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
3. REMOVE ONCE AREA IS STABLE.
TEMPORARY STREAM CROSSING -WOOD MAT
P.'Cd7 luT_\i
. GEq�EXY1LE FABRIC
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. LINE STREAMBANK AND ACCESS RAMP AREA WITH GEOTEXTILE FABRIC.
5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
6. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO SIDE SLOPES FOR LATER USE.
7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL
BY INSTALLING SILT FENCE ON ALL FOUR CORNERS ADJACENT TO THE STREAM. SEE SILT FENCE DETAIL
8. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING THE CHANNEL
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED. RECOMMENDED AT A 5:1 SLOPE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 / DESIGN -CITY REVIEW EMP KILT 6/16/1]
2 60% DESIGN PERMITTING EMP KLT 7/14/1
Cie) ..T
URLITGTO
.\\'atcr Rc-ourccm
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
ED FOR:
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
STONE BACKFILL
SILT FENCE
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PLAN VIEW
STONE BACKFILL
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, INC 27606
LICENSE # P-1 182
PROJECT# SHEET NO.
064 2F
DETAILS
P
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

VEGETATION SELECTION
TEMPORARY SEEDING - Zone 1 - Zone 4
Temporary herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Temporary seed shall be
applied according to the construction specifications and the information specified below.
Scientific Name Common Name Rate Dates
Secale ceteale Cereal Rye Grain 130 lbs/acre September to March (Cod Season)
Sorghum saccharatum Sudan Grass 30 lbs/acre April to August (Warts Season)
Total Planting Area for Temporary Seeding xzx acre(s)
PERMANENT SEEDING - Stream Channel - Zone 1
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 Ibalacre.
Total Planting Area for Permanent Seeding: Stream Chantel xxx acre(s)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/116/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
,Te] 0
Cirr of
bPILLINGTON
'ater Reebarces
STREAM CHANNEL
CITY OF BURLINGTON
NEW LEAF SOCIETY
Scientific Name
Common Name
by Species
Indicator Status
Calamagrostis canadensis
Canada bluejdnt
5
FACW
Carax cdnita
Broadwing sedge
2
OBL
Carex lupulins
Hop Sedge
5
OBL
Carex ludde
Lurid Sedge
8
OBL
Carex stncta
Tussock Sedge
5
OBL
Carex vu/pincidea
Fox Sedge
5
FACW
DichantheNum clandestinum
Deer -tongue
3
FAC
Glyceria canadensis
Rattlesnake Grass
3
OBL
Juncus effusus
Common Rush
2
FACW
Pardcum dichotomiflonrm
Smooth Panicgrass
4
FACW
Panicum ngidu/um
Redtop Panicgrass
10
FACW
Panicum vhgatum
Switchgrass
8
FAC
Poe fthdalis
Rough Bluegrass
15
FACW
Asclepias incarnate
Swamp Milkweed
2
OBL
Bidens frondDsa
Beggars Tick
4
FACW
Che/one g/abre
Turtlehead
5
OBL
Ins wiginica
Virginia Iris
4
OBL
Lobelia cardinalis
Cardinal Flower
4
FACW
Onoc/ea sensibilis
Sensitise Fern
2
FACW
Ids versico/or
Blue Flag Iris
4
OBL
Monarda didyma
Total
100%
FAC
Total Planting Area for Permanent Seeding: Stream Chantel xxx acre(s)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/116/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
,Te] 0
Cirr of
bPILLINGTON
'ater Reebarces
RIPARIAN BUFFER
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
PERMANENT SEEDING -Riparian Buffer -Zone 2
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 2. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 Ibslacre.
Total Planting Area for Permanent Seeding: Riparian Bufhr xxx acre(s)
PERMANENT SEEDING - Upland Buffer -Zone 3
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 Ibslacre.
RIPARIAN BUFFER
Scientific Name
Common Name
Percent Planted
Wetland
Scientific Name
Common Name
by Species
Indicator Status
Agmstis perennans
Autumn Bentgrass
15
FACU
Carexgrayi
Gray's Sedge
5
FACW
Carex w1pincidea
Fox Sedge
5
FACW
ChasmantNum lefithlium
Riser Oats
2
FACU
Juncus eflusus
Common Rush
4
FACW
Panicum rigidulum
Redtop Panicgrass
5
FACW
Partum Hrgatum
Switchgrass
5
FAC
Poe tririalis
Rough Bluegrass
10
FACW
Schizachynum scopedum
Little Bluestem
10
FACU
Asclepias tuberose
Butterfly Weed
5
NA
Asternori-angliae
New England Aster
4
FACW
Bidens frondosa
Beggars Tick
2
FACW
Cimicifuga racemose
Black Cohash
2
NI
Coreopsis /anceo/ata
Tickseed
5
FACU
Desmodium canadensis
Showy Ticktrefoil
2
FAC
Eupatonum macu/atum
Joe Pye Weed
2
FACW
Helienthius angushf0hus
Swamp Sunflower
2
FACW
Hypencum puntatum
St. Johns Wort
2
FAC
Uatds spicata
Blazing Star
2
FAC
Monarda didyma
Bee Balm
2
FAC
Onoclea sensibilis
Sensitise Fern
2
FACW
Penstemon cigfta/is
Beardlongue
2
FAC
Rudbeckia hirta
Black -eyed -Susan
5
FACU
Total
100%
Total Planting Area for Permanent Seeding: Riparian Bufhr xxx acre(s)
PERMANENT SEEDING - Upland Buffer -Zone 3
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 Ibslacre.
Total Planting Area for Pennanernt Seeding: Upland Buffer xzz acres)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT SHEET NO.
064 3
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
UPLAND BUFFER
Scientific Name
Common Name
by Species
Indicator Status
Bouteloua curtipendula
Side Oats Gramma Grass
10
NI
Chasmanthium latitolium
Riser Oats
3
FACU
Elymus hystnx
Bottle brush Grass
5
UPL
Eragrostis spectabilis
Purple Lose Grass
10
UPL
Festuca rubra
Creeping Red Fescue
10
FACU
Muhlenbetoa capillans
Pink Muhy Grass
10
FACU
Poe compressa
Canada Bluegrass
5
FACU
Schizachyrium scopadum
Little Bluestein
10
FACU
Asclepias tubemsa
Butterfly Weed
5
NA
Baptisia australis
False Indigo
2
FACU
Coreopsis lanceo/ata
Tickseed
3
FACU
Corepsis verticillia
Threadlead Coreopsis
2
NI
Desmod'um canadensis
Showy Ticktrefoil
2
FAC
Echinacea purpwea
Coneflower
10
NI
Lietris silicate
Blazing Star
3
FAC
Monarda cidyma
Bee Balm
5
FAC
Rudibeckia hirta
Black -eyed -Susan
5
FACU
Total
100%
Total Planting Area for Pennanernt Seeding: Upland Buffer xzz acres)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT SHEET NO.
064 3
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

VEGETATION SELECTION
RIPARIAN VEGETATION Zone 1 and Zone 2
Riparian vegetation species (bare -roots) shall be planted in the riparian vegetation areas as designated on the plans. Species
shall be planted at an overall density of 200 stems/acre, using the mixture of species and percentages listed below. "Riparian
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details
UPLAND VEGETATION Zone 3
Upland vegetation species (bare -roots) shall be planted in the upland vegetation areas as designated on the plans. Species shall
be planted at an overall density of 100 stems/acre, using the mixture of species and percentages listed below. "Upland
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details".
Scientific Name
Common Name
Percent Planted Wetland
Scientific Name
Common Name
by Species Indicator Status
Aesculus pavia
TREES
FAC
Acerrubrum
Red Maple
FAC
Alnus serrulata
Tag Alder
OBL
Amelanchierarborea
Service Berry
FAC
Amnia arbutifolia
Red Chockebeny
FACW
Betula nigra
River Birch
FACW
Carpinus caroliniana
Ironwood
FAC
Cercis canadensis
Redbud
FACU
Chionanthus virginicus
Fringe Tree
FAC
Comus altemafolia
Pagoda Dogwood
FAC
Hamamelis Wginiana
Witch -hazel
FACU
Ilex opaca
American Holly
FACU
Magnolia % giniana
Sweetbay Magnolia
FACW
Styrax americanus
American Snowbell
FACW
Taxodium distictum
Bald Cypress
OBL
Quesrcus rubra
SHRUBS
FACU
UPLAND VEGETATION Zone 3
Upland vegetation species (bare -roots) shall be planted in the upland vegetation areas as designated on the plans. Species shall
be planted at an overall density of 100 stems/acre, using the mixture of species and percentages listed below. "Upland
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details".
Scientific Name
Common Name
Percent Planted Wetland
by Species Indicator Status
Acerrubrum
Red Maple
FAC
Aesculus pavia
Red Buckeye
FAC
Amelanchierarborea
Service Berry
FAC
Betula nigra
River Birch
FACW
Carpinus caroliniana
Ironwood
FAC
Cercis canadensis
Redbud
FACU
Chionanthus virginicus
Fringe Tree
FAC
Comus altemafolia
Pagoda Dogwood
FAC
Comus florida
Dogwood
FACU
Fagus grandifolia
American Beech
FACU
Hamamelis virginiana
Witch -hazel
FACU
Ilex opaca
American Holly
FACU
Oxydendrum arboreum
Sourwood
UPL
Prunus serotina
Black Cherry
FACU
Quercus alba
White Oak
FACU
Quercus falcata
southern Red Oak
FACU
Quesrcus rubra
Northern Red Oak
FACU
Styrax americanus
American Snowbell
FACW
Clethra alnifolia
Summersweet
FAC
Comus amomum
Silky Dogwood
FACW
SHRUBS
Comus facemosa
Gray Dogwood
FAC
Callicarpa americana
American Beautybeny
FACU
Comus sericea
Redtwig Dogwood
FACW
Calycanthus floridus
Sweetshrub
NA
Hydrangea arborescens
Wild Hydrangea
FACU
Clethra alnifolia
Summersweet
FAC
Ilex decidua
Deciduous Holly
FACW
Comus amomum
Silky Dogwood
FACW
Ilex verticillata Winter Red'
Winterbeny Holly
FAC
Comus rdcemosa
Gray Dogwood
FAC
Ilex vomitona
Dwarf Yaupon
FAC
Fothergilla major
Fothergilla
NA
Itea vfrginica
Virginia Sweetshrub -
OBL
Hydrangea arborescens
Wild Hydrangea -
FACU
Lindera benzoin
Spicebush
FAC
Ilex verticillata Winter Red'
Winterberry Holly
FAC
Salix sencea
Silky Willow
OBL
Ilex vomitoria
Dwarf Yaupon
FAC
Sambucus canadensis
Elderberry
FAC
Leucothoe axillaris
Coastal Leucothoe
FACU
Spiraea tomentosa
Stepplebush
FACW
Lindera benzoin
Spicebush
FAC
Vaccinum corymbosum
Highbush Blueberry -
FACW
Rhododendron nudiflorum
Pink Azalea
NA
Rhododenron catavvbiensis
Catawba Rosebay
FACU
Total 100%
Sambucus canadensis
Elderberry
FAC
Vaccinum corymbosum
Highbush Blueberry
FACW
Total Planting Area for Riparian Vegetation 5.71 acre(s)
Total Planting
Area for Upland Vegetation xxx acre(s)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
Bc.q or
URLIT GTUr
x9twr11'ater Rc%Aurrc+
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
UA
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
Ir RESTORATION
559 JONES FRANKLIN ROAD. SUITE 150
RALEIGH, INC 27606
LICENSE # P-1 182
PROJECT # SHEET N0.
064 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
NO. DESCRIPTION ENGR APPROV DATE
1 60 % DESIGN CITY REVIEW EMP KLT 6/ 1 6/ 1
2 60% DESIGN PERMITTING EMP KLT 7/14/1
11+00 12+00
10 PREPARED FOR:
BURLINGTON
�t�'iltcr Rv%Aurcc+
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON, NC 27215 BURLINGTON, NC 27215
13+00
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
20 10 0 20 40
SCALE (FT)
• • — • • — DESIGN BANKFULL
DESIGN THALWEG
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PLANNING &
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559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
15+00
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

7_7
PROJECT#7LDEE
064
NA�Bs PLAPRO
a
mi REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
a 2 60%DESIGN -PERMITTING EMP KLT 7/14/1
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«� -!
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ALAMANCE COUNTY, NC
ECOSYSTEM
PLANNING &
rARESTORATION
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
CITY OF BURLINGTON NEW LEAF SOCIETY
DO NOT USE FOR CONSTRUCTION
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182

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NO. DESCRIPTION ENGR. APPROV DATE
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2 60% DESIGN - PERMITTING EMP KLT 7/14/1
11
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URLINGTON
�R�Water Re"unts
=
,
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 2721
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT SHEET NO.
064 7
�Qa
PLAN /
PROFILE
aQ ,
r,kniczpoC)K DR.
mi REVISIONS PREPARED FOR: PREPARED IN THE OFFICE OF: PROJECT ENGINEER
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1 oily f ECOSYSTEM
2 60%DESIGN -PERMITTING EMP KLT 7/14/17 URLINGTON ;WILLOWBROOK PARK PROGRESS DRAWING
,.KaurReewurns
ALAMANCE COUNTY, NC PLANNING & FOR REVIEW PURPOSES ONLY
=� CITY OF BURLINGTON NEW LEAF SOCIETY RESTORATION DO NOT USE FOR CONSTRUCTION
48 1103 SOUTH MEBANE ST. P.O. BOX 4083 559 JONES FRANKLIN RD, SUITE 150
BURLINGTON. NC 27215 BURLINGTON, NC 27215J RALEIGH, NC 27606
.!
¢ LICENSE # P-1 182
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064 8
PLAN
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••—••— DESIGN BANKFULL
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PROJECT #SHEET NO.
064 8
PLAN
PROFILE
20 10 0 20 40
SCALE (FT)
••—••— DESIGN BANKFULL
DESIGN THALWEG
EXISTING GROUND
590
30+00
REVISIONS
NO. DESCRIPTION ENGR. PPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
Ic 2 60% DESIGN - PERMITTING EMP KLT 7/14/1
31+00 32+00
PREPARED FOR:
RURLINGTO
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 2721 5 BURLINGTON, NC 27215
33+00
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
34+00
PREPARED IN THE OFFICE OF:
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH. NC 27606
LICENSE # P-1 182
35+00
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
BKF SLOPE = 0.0114 FT/FT
BKF SLOPE = 0.0067 FT/FT
610
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REVISIONS
NO. DESCRIPTION ENGR. PPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
Ic 2 60% DESIGN - PERMITTING EMP KLT 7/14/1
31+00 32+00
PREPARED FOR:
RURLINGTO
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 2721 5 BURLINGTON, NC 27215
33+00
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
34+00
PREPARED IN THE OFFICE OF:
rAECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH. NC 27606
LICENSE # P-1 182
35+00
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

V l
wIL L ��B 20 10 0 20 40
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SCALE (FT)
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610 t BKF SLOT E = 0.0034 T/FT r DESIGN THALWEG
,
I 1 1 EXISTING GROUND
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/7
2 60%DESIGN- PERMITTING EMP KLT 7/14/1
PREPARED
c"Iy or
URUNGTU11i
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i
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BURLINGTON. NC 27215
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/7
2 60%DESIGN- PERMITTING EMP KLT 7/14/1
PREPARED
c"Iy or
URUNGTU11i
� , ter Remurves
..
t
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

Z
8
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PROJECT# SHEETNO.
064 10
�eA/N PLAN /
PROFILE
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 %DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
BCily..f
URLINGTONAl'� � ./
�'��, Wxter l�eeiunces
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON, NC 27215 BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT# SHEETNO.
064 11
PROPOSED
GRADING
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NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN --CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
FOR:
Bc+kr of
URLINGTON
ti
�." ,-11 xtrr Re iurces
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
I
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
* RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
20 10 O 20 40
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

iI
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064 12
PROPOSED
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
.c
PREPARED FOR.
RURLIK1 TOT
♦S-nlcr Res�uncs
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON. NC 27215 BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
• i RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
�-A
20 10 O 20 4C
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
Rci ..If
URLITGTON
Wutcr Rcyiume,
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
to/
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
In
I
Lu
J ¢
Z 6"' - -- ---- - — -
TBMif2B1
ELEV=61274
\- i ........ ._� j019.
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
ECOSYSTEM
PLANNING &
rim RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT SHEET NO.
064 13
PROPOSED
GRADING
VJ
V�
: .Q'
20 1�0 0 2O 40
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
I
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INS/ In 612.26
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
Rci ..If
URLITGTON
Wutcr Rcyiume,
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
to/
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
In
I
Lu
J ¢
Z 6"' - -- ---- - — -
TBMif2B1
ELEV=61274
\- i ........ ._� j019.
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
ECOSYSTEM
PLANNING &
rim RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT SHEET NO.
064 13
PROPOSED
GRADING
VJ
V�
: .Q'
20 1�0 0 2O 40
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
I
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
Rci ..If
URLITGTON
Wutcr Rcyiume,
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
to/
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
In
I
Lu
J ¢
Z 6"' - -- ---- - — -
TBMif2B1
ELEV=61274
\- i ........ ._� j019.
WILLOWBROOK PARK
ALAMANCE COUNTY. NC
ECOSYSTEM
PLANNING &
rim RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT SHEET NO.
064 13
PROPOSED
GRADING
VJ
V�
: .Q'
20 1�0 0 2O 40
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
N0. DESCRIPTION ENGR. APPRaV DATE
1 60% DESIGN -CITY REVIEW EMP Ki 6/16/1
2 60%DESIGN -PERMITTING EMP Ki 7/14/1
Rcif
URLNGTUI+T
�+R►-VNatr� Res�unes
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
064 ll 14
PROPOSED
GRADING
IN
w
w
w
z
J
2
F_
Q
20 10 0 20 40
SCALE (FT)
NEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT# SHEETNO)
PROPOSED
GRADING
r INETAKIFN FROk' GISARY 11 - _ ate' St -, __._ --_.- �._..._�, `,./ ; UVILLO wB bOOK DR.
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ELEV. - 605.80Al
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REVISIONS
PTION
CITY REVIEW
PERMITTING
BC:�r..f
URLIIITGTON
K'xlcr Rcwurces
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
bo
20 1)0 0 ;0 40
I 0111111I I -.0911111M
SCALE l
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO. DESCRIPTION ENGR. PROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16 1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
kURLN.TON
Watcr RrNAurcc+
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON. NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
ot
— ---Z�7
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
0 RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
064 16
PROPOSED
GRADING
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

ss \
S99
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— 00—
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/1
2 60%DESIGN -PERMITTING EMP KLT 7/14/1
B[tif
URLINGTON
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
W W11 I r%im—— _.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
Ira-ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
DJECT #If SHEET NO.
064 It 17
PROPOSED
GRADING
20 10 O 20 40
ilhol
SCALE (FT)
PROJECT
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

DZONE 1 -STREAM BANKS
ZONE 2 - RIPARIAN
ZONE 3 - UPLAND
ZONE 4 - TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN -CITY REVIEW EMP KILT 6/16/1
2 60% DESIGN -PERMITTING EMP KLT 7/14/1
PREPARED
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
_7777
PROJECT# SHEETNO.
064 18
VEGETATION
PLAN
W,
F -
w
w
U)
w
z
I
2
U
F -
Q
eit!_G 'GR00KDR
40 20 0 40 80
SCALE (FT)
PROJECT ENGINE
IPROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
u .�r
FIURLIII GTO
�M'ntcr RewUMCS
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON. NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
_7777
PROJECT# SHEETNO.
064 18
VEGETATION
PLAN
W,
F -
w
w
U)
w
z
I
2
U
F -
Q
eit!_G 'GR00KDR
40 20 0 40 80
SCALE (FT)
PROJECT ENGINE
IPROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

3
PROJECT# SHEET NO.
064 19
VEGETATION
PLAN
I I ZONE 1 -STREAM BANKS
ZONE 2 - RIPARIAN
ZONE 4 -TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60%DESIGN-CITY REVIEW EMP
KILT 6/16/1
2 60% DESIGN -PERMITTING EMP KILT 7/14/1
it, of
�
URLIIIGTON
_ 3 vatler Rrealurce,
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON. INC 27215
FOR:
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
ECOSYSTEM
PLANNING &
RFSTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, INC 27606
LICENSE # P-1 182
40 20 O 40 80
SCALE (FT)
R
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT#SHEET NO.
064 20
VEGETATION
PLAN
CE
ZONE 1 -STREAM BANKS
Il /� ZONE 2 - RIPARIAN
ZONE 4 -TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN -CITY REVIEW EMP KILT 6/t6/1-)
2 60%DESIGN -PERMITTING EMP KILT 7/14/1
n
ccy-..r
URLINGTON
K'ule" Rr%4une%
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST
BURLINGTON, NC 27215
r
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
40 20 O 40 80
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION