20150846 Ver 1_401 Application_20150815

U- UNC The University of North Carolina at Chapel Hill
Department of Environment, Health & Safety
lz� ENVIRONMENT, 1120 Estes Drive Ext., CB# 1650
HEALTH & SAFETY Chapel Hill, North Carolina 27599 -1650
4 i�ec S,• F
August 11, 2015
AUG 14 2015
Mr. Craig Brown
U.S Army Corps of Engineers ' NC ®EAR RIelgh Regional Office
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: University of North Carolina at Chapel Hill
Battle Grove Regenerative Stormwater Conveyance Project
Section 404 Nationwide Permit 13
Dear Mr. Brown:
The University of North Carolina at Chapel Hill (UNC -CH) submits the attached Pre -
Construction Notification (PCN) Form and associated documentation for the agencies'
records. No permit approval is required for this activity. UNC -CH is proposing the
installation of a regenerative stormwater conveyance. The purpose of the project is to
remove a section of intermittent stream from existing piping and a stone and mortar
channel and convey the stream through a stormwater treatment channel with a design
based on natural channel design. The project complies with all the conditions related to a
Section 404 Nationwide Permit 13 (NWP 13).
If you have questions regarding this submittal or need additional information, please
contact me at (919) 962 -9752.
Sincerely,
,a�� (/l'
4-L-
Sharon A. Myers, L. G.
Environmental Compliance Officer
cc: Ms. Jill Coleman
Mr. Mal Donohue
Ms. Sally Hoyt
Ms. Mary Beth Koza/
Ms. Chem Smith i
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form 0
�o
A. Applicant Information () 8 4 (�
1. Processing
1 a. Type(s) of approval sought from the
® Section 404 Permit ❑Section 10 Permit
Corps:
1b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number: 3885
1 c. Has the NWP or GP number been verified by the Corps? ® Yes
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401
because written approval is not required? Certification:
® Yes ❑ 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.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
1111M
For the record only for Corps Permit:
® Yes ❑ No
❑ Yes ® No
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
University of North Carolina at Chapel Hill Battle Grove Regenerative Stormwater
Conveyance
Orange
Chapel Hill
N/A
N/A
University of North Carolina
Deed Book 4 and Page No. 689
300 South Building, CB# 1000
Chapel Hill, NC 27599 -1000
(919) 962 -3795
mfajack @unc.edu
if 1�ml
., .f "1JI
401 a biAT r REC �
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Fcr1ro1J rTING
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a.
Applicant is.
❑ Agent ® Other, specify: UNC -CH Environmental Permitting Staff
4b.
Name.
Sharon Myers
4c.
Business name
(if applicable):
The University of North Carolina at Chapel Hill, Dept. of Environment, Health & Safety 1
4d.
Street address.
1 1120 Estes Drive Extension, CB# 1650
4e
City, state, zip:
Chapel Hill, NC 27599 -1650
4f.
Telephone no.:
(919) 962 -9752 l
4g.
Fax no.
(919) 962 -0227
4h.
Email address:
I samyers @ehs.unc.edu
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kevin Nunnery
5b.
Business name
(if applicable).
Biohabitats, Inc.
5c.
Street address:
7904 Hilburn Drive
5d.
City, state, zip:
Raleigh, NC 27613
5e.
Telephone no.:
1)
(919) 518 -0311 i
5f.
Fax no.:
(919) 518 -0313
5g.
Email address-
[e-mail]
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no. (tax PIN or parcel ID): 9788577703
1 b. Site coordinates (in decimal degrees)- Latitude: ( 035.9136)
1 c. Property size: 6.49 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Battle Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: Bolin Creek -WSV /NSW
2c. River basin: map is available at Cape Fear
http://h2o.enr.state.nc.us/admin/maps/
Longitude: (- 079.0472)
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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:
The existing condition of the site is a semi - wooded lawn adjacent to McIver dormitory on the campus of UNC -CH. This
lawn area is approximately 1 8 acres in size. The area is maintained as turf grass with larger mature trees such as oak
and sweetgum occupying portions of the site. The land use /land cover classification category is 1 03.02.03 Educational
College /University (see Figures 1 and 2). The entire site is mapped by the 1979 Soil Survey of Orange County as Urban
Land as shown in Figure 4.
3b. List the total estimated acreage of all existing wetlands on the property:
Zero (0) acres, per USACE Regulatory Field Office review of wetland forms and email from Andrew Williams from the
Raleigh Regulatory Field Office on 1/31/13 and a site review by Craig Brown of the Raleigh Regulatory Field Office and
Cheri Smith of NC DWR on 3/20/15.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The intermittent Battle Branch flows under most of the site in a 36 -inch reinforced concrete pipe. The tributary originates
to the northwest and across Raleigh Street from the project site, in Coker Arboretum. This stream was designated by NC
DENR as intermittent in Coker Arboretum, before it enters the pipe.
The existing buried pipe conveys flow in a southeasterly direction across the site for approximately 280 feet The pipe
ends and flow outfalls into a stone and mortar -lined channel in the southeast corner of the site and is conveyed for
approximately 100 feet in this channel east to the point where flow exits the site in a culvert under Battle Lane.
The stone and mortar -lined channel also conveys stormwater flows that originate to the southwest of the site,
approximately 30 feet upstream from where it intercepts the flow described above. The stone and mortar -lined channel
conveys these combined flows across the southeastern border of the site to a culvert under Battle Lane. The total length
of existing intermittent stream is therefore approximately 280 feet in a buried pipe and approximately 100 feet in a stone
and mortar -lined channel, for a total of 380 linear feet.
3d. Explain the purpose of the proposed project.
The purpose of the project is to use 319 grant and University matching funds to daylight the piped section of the
intermittent stream (approximately 280 feet) and approximately 105 feet of piped stormwater from the north (see Figure 3)
and convey it through a regenerative stormwater conveyance (RSC). The stone and mortar -lined channel will be also
removed and the RSC will convey the combined flows to the culvert under Battle Lane. The RSC will be constructed
using stream restoration /natural channel design -type structures, which are underlain by a layer of sand and organic
matter. The purpose of this structural configuration is to purify flows, reduce nutrients and suspended sediment, and
restore natural habitat. The Biological and Agricultural Engineering Department at NCSU will monitor the flows to quantify
nutrient and stormwater quantity reductions, and report on the efficacy of RSC water quality improvement at the site.
Page 4 of 13

3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will daylight the flows in existing pipes, as shown in Figures 2 and 3 The stone channel on
the downstream end of the site will be removed to extend the RSC treatment and to address existing maintenance
issues. Approximately 400 feet of natural channel will result from daylighting the pipes. At the downstream end of
the RSC, a new wing wall will be installed at the exit culvert inlet, to ensure stability. A plan view rendering of the
project is shown in Figure 3.
In a RSC, flow conveyance is accomplished via a constructed network of cobble and boulder riffles and pools, and
is very similar to conventional stream restoration practice. Parabolic weirs at the upstream end of each riffle and
the remaining structural elements of the channel are designed to accommodate a 100 -year storm. Each
riffle /parabolic weir will have a pool immediately upstream for high flow storage and to enhance infiltration of
stormwater downward through an 18 to -24 -inch layer of sand /mulch media, which filters the flows, reducing total
suspended solids, nitrogen and phosphorus. The filter media consists of 80% sand and 20% hardwood chips. The
arrangement of these features raises the invert of the incised channel back to pre- disturbance elevation and forms
a new surface topography that controls the surface and subsurface hydrology. The physical effect of the pools and
the vegetation planted on the lateral sides of the channel in the sand media reduce water velocity and facilitate
removal of suspended solid particles and associated nutrients and contaminants. Uptake of dissolved nutrients and
adsorption of oils and greases by the many plant stems present in the pools yields additional benefits.
The construction of the project will mimic the process followed to daylight a piped stream and construct a channel based
on natural channel design. The only difference will be the addition of the sand /mulch media layer, as described above.
Equipment typically used for stream restoration projects will be used with this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown
Comments: The site was reviewed by the USACE and no
jurisdictional wetlands occur on the site.
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. 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 ❑Yes ®No
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 5 of 13
❑ Unknown

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries
❑ Buffers
❑ Open Waters ❑ Pond Construction
Stream impact
Type of impact Stream name Perennial
2. Wetland Impacts
number -
(PER) or
If there are wetland impacts proposed on the site, then complete
this question
for each wetland area impacted
2a. 2b. 2c.
2d
2e 2f.
Wetland impact
S1 ❑ P ❑ T
Type of jurisdiction
number — Type of impact Type of wetland
Forested
(Corps - 404, 10 Area of impact
Permanent (P) or (if known)
S2 ❑ P ❑ T
DWQ — non -404, other) (acres)
Temporary (T)
❑ INT
W1 ❑ P ❑ T
S3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ INT
❑ No
❑ DWQ
W2 ❑ P FIT
I
❑ Yes
❑ Corps
❑ DWQ
S5 ❑ P ❑ T
❑ No
❑ DWQ
W3 ❑ P ❑ T
I
❑ Yes
❑ Corps
❑ PER
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
I
❑ Yes
❑ Corps
and the open channel for that section of
stream is being restored to a RSC. The section of stream that currently flows through the stone and masonry channel will be
❑ No
❑ DWQ
W5 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b. 3c 3d.
3e. 3f. 3g.
Stream impact
Type of impact Stream name Perennial
Type of jurisdiction Average Impact
number -
(PER) or
(Corps - 404, 10 stream length
Permanent (P) or
intermittent
DWQ — non -404, width (linear
Temporary (T)
(INT)?
other) (feet) feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
I
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
I ❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: A section of Battle Branch is being taken out of the existing piping,
and the open channel for that section of
stream is being restored to a RSC. The section of stream that currently flows through the stone and masonry channel will be
restored to a RSC channel Per USACE and DWR personnel comments at the
site visit, there will be no impacts to Battle
Branch.
Page 6 of 13

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water
impacts below
4a 4b.
4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable)
Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b.
5c. 5d.
5e.
Wetland Impacts (acres) Stream Impacts (feet)
Upland
Pond ID Proposed use or purpose
(acres)
i number of pond
Flooded
Filled
Excavated Flooded Filled Excavated
Flooded
P1
P2
6f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
El 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.
❑ Neuse El Tar-Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b. 6c. 6d.
6e. 6f. 6g.
Buffer impact
number — Reason
Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary (T) impact
required?
B1 ❑P ❑T
I
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
❑ Yes
B3 ❑ P ❑ T
❑ No
6h. Total buffer impacts
6i. Comments: This project will actually create buffers where the stream is daylighted and also removed from the stone and
Page 7 of 13

masonry channel.
Page 8 of 13

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.
There are no impacts to jurisdictional wetlands, streams, buffers or open water features with this project.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The conditions of the Erosion and Sedimentation Control Permit will be strictly followed
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?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool
4d.
Buffer mitigation requested (DWQ only):
I square feet
4e.
Riparian wetland mitigation requested:
I acres
4f.
Non - riparian wetland mitigation requested-
I acres
4g.
Coastal (tidal) wetland mitigation requested:
I acres
4h.
Comments:
❑cold
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No
buffer mitigation? If ves, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 I 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 10 of 13

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments. ❑Yes No
❑
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? <1%
2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is subject to General
Certification 3885 under a Nationwide Permit 13 (Bank Stabilization). The project will require an Erosion and
Sedimentation Control Permit but is (1) not in a coastal county, (2) does not drain to an Outstanding Resource Water, as
defined in 15A NCAC 2B .0225, and (3) does not include development activities within one mile of and draining to High
Quality Waters (HQW) as defined in 15A NCAC 2B.01 01 (e)(5).
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
i
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Not applicable, because a
Stormwater Management Plan is not required for this project.
Page 11 of 13
PCN Form — Version 1 3 December 10, 2008 Version
❑ Phase If
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply): Not applicable, because a Stormwater M
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
I
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ® 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 ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ® No
Comments: An EA/ FONSI for the project was submitted to the State Clearinghouse
in July 2015, received by the State Clearinghouse on 07/21/15 and was assigned
SCH #16E60200021. The Review Close Date is 08/20/15.
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, ❑ Yes ® 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 I ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated by this project.
Page 12 of 13
PCN Form — Version 1 3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
® Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Endangered Species list for Orange County, NC and the USFWS Raleigh Field Office
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? 1 ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project is a piped water conveyance, in Orange County.
I
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ® Yes ❑ 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?
A scoping letter and project location information were provided to the North Carolina State Historic Preservation Office
(SHPO) on 04/10/15. SHPO's response indicated that there may be cultural resources in the proposed project area. The
project site will be monitored for the presence of cultural resources, and if any possible cultural resources are
encountered during land disturbance, work will cease until the remains are identified and evaluated by the Research
Laboratories of Archaeology at UNC -CH
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? I ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FIRM 9788, which shows the project site as upstream
of any jurisdictional floodways or floodplains.
Matthew M. Fajack, Vice
Chancellor Finance and
Administration
ApplicanUAgent's Printed Name (Agent's sig
Page 13 of 13
Date
.m the applicant F

Figure 1 Legend 0 1,000 2,000
WommmiI Feet
General Location
Chapel Hill Quad
7.5- Minute Series
UNC -CH Battle Grove RSC
Chapel Hill, NC
Project Location
N
Biohabitats
SOUTHEAST ATLANTIC BIONEBION
May 2015

--- 2 r'° F fir. •- UNC -CH Battle Grove RSC
Ww _
Orange County
Chapel Hill, NC
• r
Figure 2
0.
y`� -_- rF Existing Conditions
& Proposed
Daylighting
-�
Legend
<fo - - -2ft Contours
Storm Pipe
_
"��,, �i • i- - �•— " -• � ' � �— Existing Pipe to be Removed
Parcels
\X � Project Location
J.
IV
\ ,
old to
WIW
�.
Paired Watersh
'P � i \ ! 1 `.. 0 50
�9
y T
q b Feet
��
,.
_ \ \
e
, MBiohabitats
% + �. T r �' SOUTHEAST ATLANTIC BIOBEGION
M 7'�I�
. r t N. L +r. v- ' ` �=:+� ,. . \ d.�.� �„�•— �.� _ ;JIs. � • . July 2015

UNC -CH Battle Grove RSC
Orange County
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UNIVERSITY OF NORTH CAROLINA AT CHAPEL HILL
CAPITAL IMPROVEMENT PROJECT RETROFIT INVENTORY
BATTLE GROVE RSC
LEGEND
EXISTING
A CONTROL POINT - REBAR d CAP
SWEETGLNd TREE
CEDAR TREE
PINE TREE
DOGWOOD TREE
KENTUCKY COFFEE TREE
WATER METER
LIGHT POLE
SIGNAL POLE
LIGHT POLE
WATER VALVE
T SIGN
TEMPORARY BENCHMARK
STORMWATER MANHOLE
BOREHOLE
--- SAN- -- SANITARY SEWER
SD STORM DRAIN
-- E --- ELECTRIC LINE
- - c -- TELECOM LINE
G - -- - NATURAL GAS LINE
CONTOUR
TREE LINE
HOP - HIGH DENSITY PLASTIC PIPE
RCA - REINFORCED CONCRETE PIPE
24' RCP (GIS) - PIPE SIZE AS SHOWN PER GIS
INFORMATION FROM CLIENT
PVC - POLYVINYL CHLORIDE PIPE
CHAPEL HILL, ORANGE COUNTY, NORTH CAROLINA
DRAFT PLAN SET
PROPOSED
425
CONTOURS
—
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LIMIT OF DISTURBANCE
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UNC AT CHAPEL HILL
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CHAPEL HILL , NC 27514
6
SHEETINDEX
1 TITLE SHEET
2 NOTES
3 EXISTING CONDITIONS
4 PEDESTRIAN DETOUR
5 PROPOSED CONDITIONS
6 PROFILES
17 DETAILS
18 DETAILS
19 DETAILS
110 EROSION AND SEDIMENT CONTROL DETAILS
11 EROSION AND SEDIMENT CONTROL DETAILS
112 PLANTING PLAN
113 PLANTING DETAILS
114 PLANTING SCHEDULES
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
L111 of NORTH CAROLINA
at CHAPEL HILL
DATE T59l.ES I REMONS
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SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.5180311
5c: 919518.0313 / wwwbiohibicamcom
Rertarr the Earth e: INtpm Erologrtal Strwmdrhrp
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
TITLE SHEET
• "° 12301.01 ,r" F MA
JWfB
REUSE OF DOCUMENTS: 1 OF 14
This doaxnent and the ideas and designs incorporated herein. as an imbument of
Professional Service. is the pr0penlY Of MaImbitats, Inc and is not to be used in whole
Or in part, I0r arty Odner project without the Witten authorization of Biohabitats, Inc.
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SHEETINDEX
1 TITLE SHEET
2 NOTES
3 EXISTING CONDITIONS
4 PEDESTRIAN DETOUR
5 PROPOSED CONDITIONS
6 PROFILES
17 DETAILS
18 DETAILS
19 DETAILS
110 EROSION AND SEDIMENT CONTROL DETAILS
11 EROSION AND SEDIMENT CONTROL DETAILS
112 PLANTING PLAN
113 PLANTING DETAILS
114 PLANTING SCHEDULES
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
L111 of NORTH CAROLINA
at CHAPEL HILL
DATE T59l.ES I REMONS
aaus®,3 f0}'. P,.NlS -NOT Fn, DDNSrRUCTM
ff W 5 IXtAFi .MOT FOR CCr/3n8,CTON
R#C%f c I -
PBiohabitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.5180311
5c: 919518.0313 / wwwbiohibicamcom
Rertarr the Earth e: INtpm Erologrtal Strwmdrhrp
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
TITLE SHEET
• "° 12301.01 ,r" F MA
JWfB
REUSE OF DOCUMENTS: 1 OF 14
This doaxnent and the ideas and designs incorporated herein. as an imbument of
Professional Service. is the pr0penlY Of MaImbitats, Inc and is not to be used in whole
Or in part, I0r arty Odner project without the Witten authorization of Biohabitats, Inc.

PUBLIC SAFETY NOTES
1. All DAMAGE DONE TO PARKING LOTS, DECKS, AND PARKING EQUIPMENT, ROADS, DRIVES AND OTHER VEHICLE OR
PEDESTRIAN TRAFFIC AREA (DIRECTLY OR INDIRECTLY) BY THE PROJECT SHALL BE RESTORED TO ITS ORIGINAL OR
BETTER CONDITION BY THE PROJECT.
2. WHEN REQUESTING PARKING OR BLOCKING FOR CONSTRUCTION PROJECTS THE FOLLOWING CONDITIONS APPLY:
A. ONE WEEKS NOTICE VIA EMAIL IS REQUIRED BY THE UNC PROJECT MANAGER BEFORE BLOCKING CAN BE
SCHEDULED AND A NOTICE CAN GO OUT.
B. THE UNC PROJECT MANAGER MAY BE REQUIRED TO MEET ON SITE BEFORE BLOCKING SPACES ARE
APPROVED.
C A START DATE AND END DATE IS REQUIRED.
D. THE PROJECT NAME AND NUMBER IS REQUIRED BEFORE A NOTICE WILL BE APPROVED AND ISSUED.
E. THE PROJECT IS RESPONSIBLE FOR ANY TRAFFIC CONTROL AND THE COSTS ASSOCIATED WITH THE PROJECT
LIKE BLOCKING A STREET BY THE PROJECT.
F. PARKING AND BLOCKING AREAS SHALL BE COORDINATED WITH THE UNC CONSTRUCTION PROJECT MANAGER.
3. THE CONTRACTOR SHALL APPLY FOR, SECURE, AND PAY FOR All PERMITS INCLUDING CONSTRUCTION PERMITS,
GOVERNMENTAL FEES, INSPECTIONS AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK WHICH ARE APPLICABLE AT THE TIME THAT BIDS ARE RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE PARKING REQUIREMENTS WITH THE UNC PROJECT MANAGER. All VEHICLES
SHALL BE CLEARLY IDENTIFIED AS BELONGING TO THE CONTRACTOR AND /OR HIS SUBCONTRACTORS AND SHALL
DISPLAY CONSTRUCTION PARKING PERMITS (NOTE: PARKING PERMITS SHALL BE PURCHASED BY THE PRIME
CONTRACTOR OR PROJECT WITH A REQUEST FROM THE UNC PROJECT MANAGER AND THE APPROVAL OF UNC
PUBLIC SAFETY FOR THE DURATION OF THE PROJECT). THERE WILL BE NO PARKING OUTSIDE APPROVED PARKING
AREAS. FAILURE TO ADHERE TO PARKING REGULATIONS AND /OR APPROVED DESIGNATED LOCATION Will RESULT IN
CITATIONS BEING ISSUED TO VEHICLES ASSOCIATED WITH THE PROJECT.
S. ANY CONSTRUCTION PROJECT SPONSORED BY UNC THAT WILL BLOCK OR CLOSE A SIDEWALK, ROAD, STREET, OR
HIGHWAY TRAVEL LANE, MUST HAVE AN APPROVED TRAFFIC CONTROL PLAN (TCP) PERMIT BEFORE ANY WORK CAN
COMMENCE. THE PROJECT DESCRIPTION, CONSTRUCTION TIME SCHEDULES, SUPERVISING OCINTRACTOR(S) NAME,
ADDRESS, AND PHONES/EMAILS AND A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE UNC
TRANSPORTATION PLANNER AT THE DEPARTMENT OF PUBLIC SAFETY AT 285 MANNING DRIVE, CHAPEL. HILL, NORTH
CAROLINA. HE WILL APPLY FOR AND SUBMIT AN APPLICATION FOR THE APPROVAL OF ANY CLOSURES OF SIDEWALKS
OR ROADWAY TRAVEL LANES TO THE TOWN OF CHAPEL HILL ENGINEERING DEPARTMENT AND NC DEPARTMENT OF
TRANSPORTATION (NCDOT).
6. ANY ROADWAY PAVEMENT, PAVEMENT STRIPING, CURB, GUTTER, SIDEWALK, DRAINAGE FACILITY, TRAFFIC SIGNAL
SIGNS, OR BICYCLE PARKING RACKS DAMAGED OR REMOVED DURING THE CONSTRUCTION OF THE PROJECT MUST
BE REPLACED OR RESTORED (INCLUDING INSTALLATION) TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE
UNC PROJECT MANAGFA
7. ANY EXISTING SIGNS, SIGN POSTS, BOLLARDS, AND ANY OTHER VEHICLE OR PEDESTRIAN TRAFFIC EQUIPMENT
INCLUDING BUT NOT LIMITED TO GATES, BOOTHS AND SHELTERS THAT ARE WITHIN OR EFFECTED BY THE PROJECT
SHALL BE DISMANTLED BY THE CONTRACTOR, CONCRETE REMOVED FROM BASE OF POSTS AND EQUIPMENT
TURNED OVER TO UNC DEPT OF PUBLIC SAFETY {ROY COX 919.962.7135) EMAIL: ELCOX @PSAFETY.UNCEDU . DPSS
FIELD MAINTENANCE WILL RETURN ANY PARKING EQUIPMENT AT THE END OF THE PROJECT FOR THE CONTRACTOR
TO RE- INSTALL
8. THE CONTRACTOR IS RESPONSIBLE FOR RHNSTAWNG OR INSTALLING NEW ANY EQUIPMENT ADDED OR REMOVED
FROM THE PROJECT PER THE DEPT OR PUBLIC SAFETY'S DIRECTION DURING OR AT THE END OF THE PROJECT.
9. THE DEPT. OF PUBLIC SAFETY WILL CHARGE THE CONTRACTOR ANY COSTS ASSOCIATED WITH REPLACING,
REPAIRING, OR INSTALLING SIGNS, SIGN POSTS, BOLLARDS, OR ANY OTHER PIECE OF DPS EQUIPMENT THAT MAY
GET DAMAGED OR LOSS DURING THE CONSTRUCTION PROCESS.
10. ONLY PUBLIC SAFETY APPROVED SIGNS AND SIGNAGE SHALL BE INSTALLED ON THE PROJECT SITE.
11. THE CONTRACTOR SHALL RELOCATE ANY BIKE RACKS INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS IF THEY
INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. BEFORE RELOCATING THE BIKE RACKS THE CONTRACTOR
SHALL TAPE OFF BIKE RACKS AND POST SIGNS NOTIFYING BIKE OWNERS THAT THE RACKS WILL NOT BE USED FOR 19
THE DURATION OF THE PROJECT. THE CONTRACTOR IS TO NOTIFY PUBLIC SAFETY OF ANY BIKE RACKS THEY HAVE TO
REMOVE OR RELOCATE BEFORE ANY WORK IS DONE ON THE RACKS THE CONTRACTOR IS RESPONSIBLE FOR
REMOVING AND RELOCATING THE BIKE RACKS AT THE DIRECTION OF PUBLIC SAFETY.
12. IF THE BIKE RACKS HAVE TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE RACKS THAT INTERFERE WITH THE 20.
PROJECT, REMOVE CONCRETE FROM THE BASE OF THE RACKS AND TURN THE RACKS OVER TO THE DEPT. OF PUBLIC
SAFETY IF THE RACKS ARE NOT RE- LOCATED. THE CONTRACTOR IS TO RE4NSTALL BIKE RACKS AFTER THE PROJECT IS
COMPLETE TO THE ORIGINAL LOCATION. THE COST OF ANY BIKE RACK DAMAGED BY THE CONTRACTOR WILL BE
CHARGED TO THE PROJECT OR THE PROJECT WILL REPLACE THE RACK.
13. THE CONTRACTOR IS RESPONSIBLE FOR MAKING REPAIRS AND RE -COATING AREAS IN PARKING AREAS INCLUDING 21.
PARKING DECKS THAT ARE ADJACENT TO CONSTRUCTION LIMITS OF THE PROJECT THAT WAS DAMAGED BY THE
PROJECT. THE CONTRACTOR SHALL USE TRAFFIC COATING SPECIFIED BY PUBLIC SAFETY OR EQUIVALENT. THE 22.
CONTRACTOR SHALL USE THE SAME PAINT PUBLIC SAFETYS FIELD MAINTENANCE SECTION USES WHICH IS
TREMCO'S VULKEM 36ONF RAPID CURE LOW ODOR/ V.O.0 COMPLIANT SLOPING/ PATCHING/ WATERPROOFING 23
MEMBRANE DEVIATION FROM THIS COATING SPEC MUST BE APPROVED BY ADRIAN NAYLOR, DPS'S FIELD
MAINTENANCE MANAGER ( 919.96 2.2693) EMAIL: ANAYLOR @PSAFETY.UNCEDU .
14. THE CONTRACTOR IS RESPONSIBLE FOR RE- STRIPING ANY PARKING LOT LANES THAT ARE DAMAGED BY THE PROJECT.
THE CONTRACTOR SHALL USE THE SAME PAINT TO PAINT THE LINES THAT PUBLIC SAFETY'S FIELD MAINTENANCE
SECTION USES WHICH IS SEAL MASTER'S M 1297P LIQUID THERMOPLASTIC WHITE S- GALLON PAIL AND M 1296
UQLUID THERMOPLASTIC YELLOW 5-GALLON PAIL AND M2298P LIQUID THERMOPLASTIC BLUE S- GALLON PAIL ANY
DEVIATION FROM THIS PAINT SPEC MUST BE APPROVED BY ADRIAN NAYLOR, DPS'S FIELD MAINTENANCE MANAGER 24
(919.962.2693) OR EMAIL: ANAYLOR @PSAFETY.UNCEDU .
15. THE UNC PROJECT MANAGER, CONTRACTOR REPRESENTATIVE, AND PUBLIC SAFETY'S CONSTRUCTION LIAISON AND
OTHERS IF NEEDED SHALL WALK ANY PARKING LOTS, ROADS, AND DRIVES INCLUDED AS PART OF THE PROJECT, 25
INSIDE AND OUTSIDE THE FENCE TO IDENTIFY ANY DAMAGED AREAS OF THE PARKING LOTS AND ROADS AND DRIVES
BEFORE THE START OF THE PROJECT. A SIMILAR TOUR SHALL BE TAKEN AT THE END OF THE PROJECT AND ANY
DAMAGE DONE DURING THE PROJECT TO PARKING LOTS, ROADS, AND DRIVES SHALL BE IDENTIFIED. THE 26.
CONTRACTOR WILL BE RESPONSIBLE FOR MAKING ANY REPAIRS TO THE PARKING LOTS, ROADS, AND DRIVES THAT
CONSTRUCTION DAMAGED DURING THE PROJECT. PUBLIC SAFETY'S CONSTRUCTION LIAISON SHALL TOUR AND TAKE
PHOTOS OF DAMAGES DONE TO PARKING LOTS, ROADS, AND DRIVES DURING AND AT THE END OF THE PROJECT
AND SEND A COPY PROJECT MANAGER ON DAMAGES.
16. THE CONTRACTOR SHALL SCHEDULE DELIVERIES TO AVOID PEAK TRAFFIC HOURS WHICH ARE FROM 7:00 TO 9:00 AM
AND FROM 3:00 TO 6.V0 PM. THE CONTRACTOR SHALL NOTIFY UNCS DEPT. OF PUBLIC SAFETY OF ANY DELIVERIES 27.
OF EQUIPMENT, MATERIAL OR ROAD WORK THAT Will IMPEDE THE FLOW OF VEHICULAR OR PEDESTRIAN TRAFFIC
THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BY CERTIFIED TRAFFIC CONTROL PERSONNEL (VEHICULAR AND 28.
PEDESTRIAN) DURING THESE DELIVERIES. STAGING FOR MULTIPLE CONCRETE/ STEEL/ OTHER LARGE MATERIAL
DELIVERIES, CRANE AND OTHER LARGE PIECES OF EQUIPMENT MUST BE COORDINATED WITH THE DEPT. OF PUBLIC
SAFETY. DELIVERIES INCLUDING ANY CONSTRUCTION EQUIPMENT MOVES AWAY FROM THE CONSTRUCTION SITE 29
SHALL BE COORDINATED WITH PUBLIC SAFETY. NOTE: WALKS, STREETS, AND DRIVES ARE MOST CONGESTED WITH
PEDESTRIANS AT THE TOP OF THE HOUR, WHEN MAKING DELIVERIES THE CARRIER SHOULD BE MADE AWARE OF
THIS AND PLAN HIS DELIVERIES ACCORDINGLY.
17. ADJACENT AREAS OF THE CAMPUS WILL BE OCCUPIED WRING THE TIME OF THIS PROJECT; THE CONTRACTOR MUST
ABIDE BY BOTH UNCS AND THE TOWN OF CHAPEL HILL'S NOISE ORDINANCES. 30'
18. ROADS, STREETS, DRIVES AND FIRE LANES ADJACENT TO THE PROJECT MUST REMAIN OPEN AT ALL TIMES.
ADEQUATE CLEARANCE MUST BE MAINTAINED FOR EMERGENCY VEHICLES TO NEGOTIATE THE STREETS CHAPEL
HILL FIRE DEPARTMENT REQUIRES MINIMUM OF 20 FEET FOR FIRE LANES. CONSTRUCTION VEHICLES ARE NOT
ALLOWED TO BLOCK, PARK, OR STAGE IN A FIRE LANES. VEHICLES BLOCKING FIRE LANES WILL BE TICKETED AND 31.
TOWED AT THE OWNERS EXPENSE. PARKING ON OR BLOCKING SIDEWALKS OR LANDSCAPED AREAS IS BY DPS
APPROVAL ONLY. VEHICLES PARKED IN THESE AREAS WILL BE TICKETED, TOWED OR BOTH. PARKING IN OR BLOCKING
32.
HANDICAP PARKING SPACES WITHOUT A PROPER PERMIT IS NOT ALLOWED. VIOLATIONS WILL BE STRICTLY
ENFORCED.
THE CONTRACTOR 15 RESPONSIBLE FOR CLEARING ALL PEDESTRIAN WALKS BEING USED BY THE PUBLIC THAT IS PART
OF THE PROJECT OF ANY ICE, SNOW, OR OTHER HAZARDOUS CONDITION UNTIL THE PROJECT HAS BEEN TURNED
OVER TO THE UNIVERSITY.
ALL PARKING AND/ OR TRAFFIC (VEHICLE OR PEDESTRIAN) ROUTING CHANGES SHALL BE APPROVED BY DEPT. OF
PUBLIC SAFETY BEFORE ROUTES ARE CHANGED. IT IS CRITICAL TO MAINTAIN SAFE PEDESTRIAN TRAVEL THROUGH
THIS AREA DUE TO THE HIGH VOLUME OF FOOT TRAFFIC THE CONTRACTOR SHALL MAINTAIN GATES IN/ OUT OF
SITE WITH APPROPRIATE TRAFFIC CONTROL AND/ OR FLAGMAN TO ENSURE SAFE CROSSINGS AT ENTRANCES/ EXITS
TO CONSTRUCTION AREA
ALL PEDESTRIAN DETOUR PLANS WILL BE REQUIRED TO SHOW ADA ROUTE. PLANS SHALL BE SUBMITTED TO THE
DEPT. OF PUBLIC SAFETY FOR REVIEW AND APPROVAL PRIOR TO BEGINNING WORK.
AT LEAST (5) FIVE WORKING DAYS' NOTICE ON ANY WORK AFFECTING ROADS, STREETS, PEDESTRIAN WAYS, PARKING
LOTS, PARKING DECKS, OR PARKING SPACES MUST BE GIVEN TO UNC - DPS BEFORE WORK CAN START.
CODE BLUE CALL BOXES SHALL NOT BE DISCONNECTED OR TAKEN OUT OF SERVICE OR MOVED WITHOUT FIRST
GETTING APPROVAL FROM THE DEPT. OF PUBLIC SAFETY. THE UNC DEPT. OF PUBLIC SAFETY OFFICER SHALL BE
CONTACTED CONCERNING THE LOCATION/ RE- LOCATION, INSTALLATION, OR DEANSTALIATION OF ANY NEW OR
EXISTING CALL BOXES. CONTACT UNC -ELECTRICAL DISTRIBUTION AND UNC - ITS TO REMOVE, RELOCATE, STORE, AND
RE- INSTALL ANY CODE BLUE CALL BOX. CONTACT PHIL MAZARICK 919.210.9462 FOR ELECTRICAL DISTRIBUTION AND
FRANK HALL 919.445.0131 FOR ITS BEFORE DOING ANY WORK THAT WOULD AFFECT THE OPERATION OF A CODE
BLUE STATION AND WORK ON THE STATION.
THE CONTRACTOR REMOVING OR DISCONNECTING AN EMERGENCY CALL BOX IS RESPONSIBLE FOR GETTING THE
CALL BOX BACK IN SERVICE AT THE DIRECTION OF PUBLIC SAFETY. CONTACT ATN - TELECOMMUNICATION FOR
DISCONNECTING, RHNSTAW NG AND CONNECTIVITY OF THE CALL BOX
CALL 911 IF THERE IS A LIFE THREATENING EMERGENCY, NEXT CALL PUBLIC SAFETY -919 962.8100 THEN EMAIL ROY
COX YOUR 'EMERGENCY PROCEDURE PLAN' AT ELCOX @PSAFETY.UNCEDU.
CONSTRUCTION WORKERS SHOULD USE THE PUBLIC PARK AND RIDE LOTS. PARK AND RIDE LOTS ARE LOCATED ON
OR NEAR MAJOR ROADS. THE CHAPEL HILL BUS SERVICE IS FREE AND RATED AS ONE OF THE BEST IN THE STATE
PUBLIC PARK AND RIDE LOTS WITH SPACE AVAILABLE ARE LOCATED:
A. EUBANKS ROAD (NEAR 1-40 AND NC 86)
B. JONES FERRY ROAD (NEAR NC 54 AND SMITH LEVEL ROAD)
THE DOGWOOD PARKING DECK IS A PAY DECK FOR UNC HOSPITAL PATIENTS AND THEIR FAMILIES. CONSTRUCTION
WORKERS SHOULD NOT USE THE DOGWOOD PARKING DECK.
GENERAL CONTRACTORS WILL BE ALLOCATED A SPECIFIC NUMBER OF PARKING SPACES AT THE BEGINNING OF THE
PROJECT. VEHICLES PARKED IN PLACES OTHER THEN YOUR DESIGNATED SPACE OR AREA WILL BE TICKETED AND/ OR
TOWED.
ALL EQUIPMENT SHOULD REMAIN WITHIN THE CONSTRUCTION AREA CONSTRUCTION PROJECTS LOCATED INSIDE A
GATED PARKING AREA Will REQUIRE A - SWIPE' CARD TO GET TO THE SITE. A DEPOSIT FOR THE CARD Will BE
REQUIRED, THE DEPOSIT Will BE RETURNED AFTER THE CARD HAS BEEN RETURNED TO DPS UPON COMPLETION OF
THE PROJECT.
CONSTRUCTION FENCES SHOULD BE COVERED WITH FABRIC SCREENING UNLESS IT BLOCKS THE VIEW OF ONCOMING
TRAFFIC CONSTRUCTION GATES SHALL SWING INTO THE CONSTRUCTION AREA THE CONSTRUCTION FENCES
SHOULD NOT OBSTRUCT PEDESTRIAN OR VEHICLE TRAFFIC UNLESS ALTERNATE WAYS WERE DESIGNED IN THE SITE
DRAWINGS AND APPROVED BY DPS.
THE CONTRACTOR MUST PROVIDE HIS OWN TRAFFIC CONTROL PLAN FOR BOTH VEHICLE AND PEDESTRIAN TRAFFIC
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE ROADWAYS AND PEDESTRIAN WAYS SAFE FOR THE
CAMPUS POPULATION.
NO FIREARMS ARE ALLOWED ON CAMPUS.
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an Instrunent of
Professional Service, is the prOP" of Biohahitats, Inc, and is not to be used in whole
or in part, for arty other project without the written authorization of BLohabttats, Inc.
THE UNIVERSTTY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
I^ THE
I II of NORTH RTH CAROLINA
at CHAPEL HILL
DATE ISSUES I REMOCN9
05A00013 10%PL44- NOT FOR CONSTRUCTION
0704ams DRAFT. NOT FOR CONSTRUCTION
r
PBiohabitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fa: 919.518.0313 / wwwbiohabimmcom
Restore the Eorth E Inspire Ernlogimi St, mardrbp
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
NOTES
rr�rxD: ,2e0e.01 .d.E , " -30
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DNO NG
2 OF 14

O ,
e
- - 42' OAK\
EXISn YARD INLET
RIMS IN (N) = 450.T
VERT IN(E)= 451.5'
INVERT OUT (S) = 450.6' ,
c%o
❑ 42' OAK
- --
EXtSTIN9,YARD INL E ._.N 18' SWEETGUM -30' y,ALLO'.N OAK..
EXISTING DROP
-
6 �o -. 3- T 6' OAK
\ NVE (NAgl ,445.1' 4 ELM -
2q•C T IN (SnA9 4452' _
OS�Y INVERT OUT (Slfi) =444.9
_ "EXISTING DROP INLET
- -�; -RIM = 448.9' - 30'ASH
36 ggCP/
........... 0 INVERT IN (WE) = 446.3•
Ob i INVERT IN (WW) = 444.6' 24' KENTUCKY COF7-"_ - O'
INVERT OUT = 444 1' - -- -� - 4' OAK - TEMPORARY BENCR� Ot
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
12 of NORTH CAROLINA
at CHAPEL HILL
DATE 0011811FLN100M
OSR!/A79 10%0."0 -NOT F01 CO1m11pM. -7qN
0724=5 DrAFT.NOTFORCONQN41CIgN
- ❑ BENCH TIE IN 30" OAK i
i _
N®_ - NAVD 88 ELEVATION
GRATES BORE
HOOLE 36',SWEETGUM 30^ ASH '\
92 0 6' ORNAMENTAL i\ I �\„ f
36' HICKORY EXW�'lTNG -OROp INLET - w -
- I 36' ASH C� -� \
RW) ' 449.1' \
INVERT IN,(NlN) 4442' �\ SO PROPOSED BOREHOLE 7 CEDAR \\ "
INVERT OUT(SIE) 444.'1*. \, ® 0 �,,ti . ,C R# C%f C
\ APPqOXIMATE LOCA'nON (3F
4'DOGWOOD UNDERGROUND STRUCTURE �. \
NyytYEAND LOCATION MAY \ SD•RCP I 12' SYCAMORE . - 10' MAPLE '1 \
VARY FI�OI((•WI1AT IS SHOWN.. EXISTING DROP INLET _ .
\. FlELDWERIFV AS NEEDED \ 18 'PERSIMMON DSO ❑ RIM = 446.4' G1
y `INVERT IN (N) = -" 10" CHINESE ELM �. Biohabitats
\ INVE I (NINn =443.6' EXISTING CURB INLET
S / I \ " SOUTHEAST ATLANTIC BIOREOION
>'Z' - \ 17 BALD CICPRESS D �J INVERT OUT (S!E)= 443.5' PROPOSED BOREHOLE _ ,K STONE 1. RIM = 447.0'
EXISTING TOP OF VAULT EL = 451.93 \ _1 \ ® \ 1 ` STEPS INVERT IN (V) (BOX CULVERT) = 441.1' 8218 COBE�OOI Road $tri6C
PIF
\ STORM MANHOLE RIM = 453.6' 60 OF VAULT EL= 443.80 \ ,,ma�cc.. EXISTING 2.5' x 6.0' DOUBLE \ INVERT IN (S) (17 PVC) °444-8' STI n���,,y, NC 27613 / 919.518.031 ]
BOTTOM OF MANHOLE = 444.5' 60T. OF SUMP PTT EL�40.58 �S BARREL BOX CULVERT WRH INVERT OUT (E) = '440.9' Gil •`°""'I'S
N (FULL Of. WATER - UNABLE TO 20' OAK - HEADWALL - (SEE PICTURE, - fr- 919.518.0313 / W W W-bioha itimcom
7 `.. 16'DAWN REDWOOD ' /`>:
... ,,maO�c. M1FER
y DETERMINE CONNECTIVITY) \ vS T- EXISTING CURB INLET
\ 1 I .' RIM = 446.3 Besto>r t%le Earth �" 1 iz Ernla ' al SkOnrdr
OAK I 1
\
CHILLED CONCRETE PAD - y2' MAPIE�. - _ -�24' RCP pn RT OUT (S) 443.6'. - - - 'FR.. $A'
\. 6' DOGWOOD WITH , 30" SWEETGUM r iO,,�}�-•H\ �" - - _ • SD /G =I�o � _
N r \ UNDERGROUND '` 6 OAIi.- P INVERT- 441.5' vdAL EL- - -SD CP GIS ST)
\� _ - acK u"ED�" s = ,,,so SD
UNC T CHAPEL HILL
WATERVAULT \ .INVERT 441.6' R A
r` •,� 24'SWEETGUM \ BTONE- _ 6'SWEETG /,
26 SUM '�,. - �L24 SWEE7GUM %� -� CJRB 12 PVC APPROXIMATE -a_ -
o = TEMPORARYBENCHMARK 18'SWEETGUM
P P _`G" i LOCATION OF CAPITAL
N CP,_; n>; BENCHTIEIN30 ^DAIC'., - -- ® �?- _ -' - 20'SWEETGUM - j UN EZNaoD�- - IMPROVEMENT
9Z 4. NAVD 88 ELEVATION = 457.98• .. - r�, - _
EXISTING CONCR RCH / y W�' 1� -
-\ r EXTENDS U' BRICK
\' \, 30'OAK HOTWATE(tLINE WALK PI ARE PROJECT RETROFIT
N RECTLY) - _ .. INVENTORY - BATTLE
y2 - 4' OAK - _ - ___ _ _ _ __ EXISTING CURB INLET G
\ .. _.- `•. - -
8' DOGWOOD �•_ �� INVERT._. 4443 -- - _ _ _ _ _ __ -_� .__ -_ RIM = 446.3' \
\\ Cg - J _ _ INVERT OUT E 12' PVC) 445.1' -
IN. CURB INLET IS FULL OFDEBRIS
_ 1 GROVE C
_• 3-
vy ^� / CE' . - U B.-. - - INVERT 443.8' (BOTTOM OF
RS
\ CONCRETE PAD .� CE/ '15TING S - - -- 18'CLAY INVERT 444„1'_
i WITH TRAFFIC �i� R�KNIPU",. W��C j- �/O--'- y EXISTING CURB INLET -.- - !.Ci TP����i• -115 fi 0,411 EXISTING
B' 1 SIGNAL BOX i/� - - - RICK -- -5 INVERT= 443„5' g RIM 448.6' - - CONDITIONS
INVERT IN (S) = 4442 -
- INVERT OUT (N) 444.1'
VALUE
URB
- EXISTING CURB INLET
RIM = 448.7'
_12" SD CLAY INVERT IN (SAN) = 445.9'
INVERT OUT(N)= 445.6
- EXISTING DROP INLET
pm=". z•
- - - -- HORIZONTAL SCALE - _ �+. e.: y o� JWT13
0 2b AO
REUSE OF DOCUMENTS: 3 OF 14
This doaeRerd end fro ideas and designs kcmpOtated hwm, as an r alirmwit of
Pill d d Service. Is ft plow tv of Biohabltata. Ina and Is not to be used In whole
or in parl, for MW OW- pl1110d w*W the wrNten aufoftell n of 91ohebiiata. Ina
SIGNAD
' BOX
90AD
r r \{ A pZ
c
o5
i
J/ _
�Y/
i
c
INVERT IN (S) = 4442 -
- INVERT OUT (N) 444.1'
VALUE
URB
- EXISTING CURB INLET
RIM = 448.7'
_12" SD CLAY INVERT IN (SAN) = 445.9'
INVERT OUT(N)= 445.6
- EXISTING DROP INLET
pm=". z•
- - - -- HORIZONTAL SCALE - _ �+. e.: y o� JWT13
0 2b AO
REUSE OF DOCUMENTS: 3 OF 14
This doaeRerd end fro ideas and designs kcmpOtated hwm, as an r alirmwit of
Pill d d Service. Is ft plow tv of Biohabltata. Ina and Is not to be used In whole
or in parl, for MW OW- pl1110d w*W the wrNten aufoftell n of 91ohebiiata. Ina

NOTE:
1) PLACE BLAZE ORANGE FENCE ALONG BRICK WALK IN FRONT OF MCNER HALL
TO PREVENT PEDESTRIAN ACCESS INTO OUAD. THE UNIVERSITY OF NORTH CAROLINA
DID _ PLACE PATH 2) PEDESTRIAN BARRIER SHALL CONSIST OF APPROVED FENCING NOT DRIVEN AT CHAPEL HILL
\ CLOSED SIGN INTO GROUND.
3) FOR 'SIDEWALK CLOSED- SIGN, 2009 MUTCO STANDARD R9.9. 209 SOUTH ROAD
4) FOR PEDESTRIAN DETOUR SIGN, ..rr�,z- 2009 MUTCO STANDARD M49a. CHAPEL HILL, NORTH CAROLINA
SIGNS SHALL BE PLACED ALONG THE APPROVED ADA DETOUR PATH. 27599
� PRELIMINARY DETOUR ROUTE SHOWN ON PLANS. CONTRACTOR SWILL
COORDINATE FINAL DETOUR ROUTE AND ROUTE SIGNING WITH UNIVERSITY
STAFF. FINAL PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE UNC
DEPARTMENT OF PUBLIC SAFETY.
, N
a2.OAK\ \\ THE UNIVERSITY CAROLINA
f VVV ` I of NORTH CAROLINA
PIJICEPATH %J at CHAPEL HILL
c lo
EXIST! YARD INLET DATE YB,atvsaa
HIM = m .( ..:..i t 1 • -BRIM 0503M3 Ml10.AM.IIOi FOR OdsflticTI,I
IN(N)450,7'
-
TIN (E) • 1513' I 9 j /-� 1 \ \ S/MMS DRAFT. NOT FOR CONSTRUCTION
�/ 99"" ` iz
INVERT OUT (S) = 450.8' . �/s �( \ w
co42' OAK
rum
E... r .
EMS ARD INL j 4- / ..D 18'SWEETGUM _ \
�Y 30 WB_LON OAK .. a
RTO E 3 z
o
EXISTING DROP
i
RIM= 453. ' _,,,i .•- �- _ I -
\ ?o I (NIP) • 445.1' / Etl
0 TINT (WE)4152 yt� s r� / _ Y
INVERT our ($IE)= 414.9':
DROP INLET r N m
Ki.- �fff'���" / INVERT IN(WE)= 446.3' / ¢ 'T' 30•ASFI 3 n.
INVERT IN (N/N) = 444.6' 24' KEiRI1CKY OFF 4' OAK / TEMPORARYLBENCR �•F +
•j. _off/ INVERT OUT (SIE) = 444.1' \C\
/ yy -- 1 0
BENCH TIE IN 30' OAK 4 \
8p r �' V - - \ A o NAVD 88 ELEVATION - 4 9f \
< / // �E 36" SWEETGUM 30' ASH w
\ / 1 y \�
E %ISTING DROPI
Ral = 4l . 36' ASH n
INVERT IN (NAV) =444. /� I 2- CEDAR �� OF �w
INVERT OUT (SIE) = 441. / SO \ PROPOSED BOREHOLE Q �
\ \\. APPROXIMATE LOCATION Sp 10' MAPLE n \\w
4' DOGWOOD UNDERGROUND STRUCTU \ 3q RC �/�F 4
F AND LOCATION MA
\. VARY EROi4WHAT ISSHO O � I EJOSTWG DROP INLET �� PBFIEL D VER IFY AS NEEDED. �R' PERSIMMON S RIM =448.4' - � f 0 INVERT IN (N) =443.T - - O ab tats
+ iidd 1 10' CHINESE ELM
/ (NIP) = M3.e EXISTING CURB INLET
\ SO I / INVERT OUT(SIE)= 443.5' PROPOSED BOREHOLE 1 R SOUTHEAST ATLANTIC BIOREGION
12' BA�CY�ESS / \ STOKE RIM = 4t7A'
STEPS + INVERT IN (" (BOX CULVERT) = 441.1' 8218 Cmedmoor Road Suite 200
STING TOP OF VAULT EL- 451.93
STORM MANHOLE RIM = 453.8' GOT, OF VAULT EL= 443.80 �� \ EXISTING 2.5' x 69' DOUBLE ' ,1 \ INVERT IN (S) (17 PyC) - 444.8'
BOTTOM OF MANHOLE = 444.5' SOT. 1'1. F SUMP PIT.EL�40.58 �S' BARREL BOX CULVERT WITH INVERT OUT (ELp'+w•9' Raleigh, NC 27613 / ph: 919.518.0311
(FULL OF "TER, UNABLE TO HEADWALL - (SEE PICTURGt 1'
NE CONNECTIVITY) 16' DAWN REDWOOD `t• � EXISTING CURB INLET � 919518.0313 / wwwbiohabitaas.corn
,p�, % IN� 441.1' RIM :446.3'
CHILLED WATER .CONCRETE PAO \ T MAPL \\ `�• J O� - 1 2a' a _ INVERT OUT (S) 4439 - Restore the Earth &Imspire Ecological Stems rdrhip
\ �3 X{•pOOVyoop WITH ioB 30'SWEETGUM
N + UNDERGROUND \ - /fi'OA y0P w INVERT µ11d pjE9S' <. -T SD e$0 _2SORCP(GI$) so
`` 1 Sz�I�v $aEl �1 - SE UNC AT CHAPEL HILL
_ - 24' SWEETGUM - .
16'SWEETG M \ 24'SWEETO �j�i 12 PVC APPROXIMATE CAPITAL
M. tP \g TEMPORARY BENCHMARK '7 `1F`� 78'SWEETGUM PP -~ LOCATION OF
'•' r 1� B.ENCNTIE IN30.OAK.. y� r T� ® / 20'SWE UNDERGROUND - IMPROVEMENT
NAVD 98 ELEVATION - - /'� JUNCTION BOX A F��..•c
"'bbb EXISTING CONC
'� J �\ EXTENDS BRICK �i �' __ ": PROJECT RETROFIT
HOT WATER LINE WALK (EN PIPE ARE
30' OAK •� S17C RECTLY) _
4' OAK ` INVERT 1444Z 444.3' ���, ^� - EXISTING CURB INLET
\ _ _ -_ INVENTORY-BA LE
TT
8' DOGWOOD 3' MAPLE _ 4' RIM RT OUT \ 1 - - _..__ - - - CURB LET IS FULL OF DE445.1'
' ,'s.�.�.-- �--`" _.... :. GROVE RSC
CURB WLET IS FULL OF DEBRIS
UNSURE OF CONNECT
INVERT =4439' (BO 7X)
ii->�` / S 18' CLAY INVERT = 444.1'__ �� lr��,c�� &Ra�r,' PEDESTRIAN
CONCRETE PAD - WELL s s yF1� �_ °� EXISTING CURB INLET _ -:.� \
WITH TRAFFIC tIJI :y >
' d INVERT .2
�V
SIGNAL BOX y+ �"= "N�$) =�• . DETOUR
4VAK / fE Ir, INVERT OUT (N'= 444.1'
S- ION_AL - Imo...." / - _ _ _ -�.� _ rweaMa: 1280801 °0'� 1''30'
_ cu' - _ HORIZONTAL SCALE
ds µ- - EXISTING CURB INLET OA4'Q :
0 20 10
RIM a 44B448.'r
- -C(Z i'qN FO'I,FIT - - �~•/L_` RQA� ( .�.r%y`- 1T CLAY INVERT IN (SI1N) =445.9'
cPAP.4 r.V2 4" Y , rl.�¢Y G►.1�� ` .� " --•1:f 8D INVERT OUT (N) - 445.6'
al r 'ADe 217) cptj REUSE OF DOCUMENTS: 4 OF 14
This doaaroFA and the ideas and designs irloorporated herein, as an insburnerlt of
P10Tessiorlal Service, is the pTOp" of Biahsbitm. Inc. and is not t0 be used in whole
EXISTING DROP INLET Q T peA, TOT ery OBIer pro)ect wiBlpd the wriBen authorization of BlOhabli8t9, ITIC.

NOTE:
1) TOTAL DISTURBED AREA = 41,315 SF
dD 2) ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE LOCATED, THE UNIVERSITY OF NORTH CAROLINA
O r mu. ct, i c AND/OR RELOCATED DURING CONSTRUCTION. AT CHAPEL HILL
3) CONTACT UNC EHS AT (919)8837163 OR (919)962 -5507 TO SCHEDULE 209 SOUTH ROAD
AND HOLD A PRE CONSTRUCTION MEETING BEFORE INSTALLATION OF ESC
�r MEASURES AND AGAIN ONCE ESC MEASURES ARE IN PLACE. CHAPEL HILL, NORTH CAROLINA
275%
USE \ , TO PROTECT T
BRICK
WALK FROM DAMAGE
USE HARDWOOD -. MLET Q ` .
y , THE UNIVERSITY OM
of NORTH CAROLINA
at CHAPEL HILL
1111
EXISTIN YARD INLET ' ; DATE n8UES; [VemM0,
RIM =4 ~
IN (N)s450.T I �. lIYCK _ � P mmaon toll rLNM -rqt Wntar�snwcrv/
• VERT IN (E) = 437.5 f - `PATlQ ' I J �f 074400,111 DRAFT -NOT FOR OONSTRUC M
INVERT OUT (S). 450,6' •��r \\ 4
171!75712 M•opx
-� �-
CIO E 1911151N - ' E]OBTIFIG PIPE TO BE
QRYLIGHTED - ELEV. 1 i
_.418:7
EXIST! ARD1 wILLa
18 "SWEETGUM gi s.
' n' �r OAK
AX
TENT w s
,• .-' EXISTING DROP
RIM = 453.
\? HVE (NNJ) = 445.1' . Y ('• EUA q• RT L, > 'OAK
=45.2 ¢ OSC , I INVERT O UT (SI E) = 444.9'
r
4 ` -
j%' I i DROP INLET r o
�''�J /` '�•' � J � itiy RIM IM = = m
.9'
•P/ /j6• dA�i INVER IN (N!E) = 446.3' L1 m t 30' ASM
INVEAaN(NNJ)= 444 -6' 24'KENTUCKY OFF
,y �� � Y INVER *ri!T (S +) 17 N 4� I ` RICH TIE IN 30 OAN INSTALL (2) 2'
ON SHEET 7. OOO U II ® "AW 48 8"ATIM SCHEDULE 40 PVC
r p l -_
EXISTING + f �6� 3(r ASH ' ` .iDL1IT$
V ORNAMENTAL � '. AAT \ + Y AT -GRADE .
REMOVE 8' CLAY PIPE - I
INST
36' HICKORY cXIST1NO DROP 1 `\ 448 • 36' ASH POSSIBLE LOd1TIDN ' PEDESTAM EDS
Rat - FOR
INVERT IN (NA4� =444,
IN JERT OUT (S!E) =444.' '447 �_ BRIDCaE REMOVE CONDUIT LINES Mme,:...
. APPROXIMATE LOCATK3N N 787500.6 so a• ` REACH D`- -� BY ., • m :. GRADING % -- . RK%f C
4' DOGWOOD UNDERGROUND STRUCTU E 191 9.0 I , } 10' MAq� .��� WALL- WALL;
cjo/` L��g� a �iPL°Q AT 1:1 TOTE
,'. SIZE AND LOCATION MA Sp ' - 1 ,f �, `;� •,111DE
VARY EROMaM1AT IS SHOWN:, r A ( _ _. -
FIELD VERIFY AS NEEDED - PF� SIMM m I ' ' '•¢_•
REMt7VE EXISTING //Ey( f vO N 44 ' p SSE l n t f REMOVE EM TING $TI INLET J •! ,,j�1cc M\ NV RT �/ s 44FJ EXISTING CURB INLET
'BA Y✓filE O INV TO ( 1= P L1 STONE RIM= 447.0' '•mil SOUTHEAST ATLANTIC BIOREBION
l EXISTING \ TOP OF VAU T EL�SL93 , ` + STEPS IN IN (W) (BOX CULVERT) ,= 441.1
GEOMETRY TO 0- E / Aa3 8218 C[eedmoor Read Suite 200
STORM MANHOLE RIM =d54 ��OF SUM EL.EL,4 0 - \ ♦ 2.$ r A O UBLE INVERT IN (S) (12' 44d.8'
BOTTOM OF MANHOLE = 446.5' ; ROT. OF SUMP EL.�40 �` INVERT OUT (E) .= 440.9' Rakigh, NC 27613 / p6: 919.518.0311
Line >? Leng1h
Direction P U L OF WATER - UNABLE TO AMI CATALPA
\\ SEE PI N
Rl....c �.,,_..,c,,. ,.'fTV) _ •., ,�- EXISTING CURB INLET
., _ fx 919.518.0313 / wtv�biohabitats.com
L1 24.1 MW 2S 1TE J �.. _ ' ... �� • • • . A RIM = 646.3 Reftorr the Eadh Ia ire E real Steawrdship
t.
Ct4Il1ED WATER (X>
PAD 2- MAPL _ 24' RCP C'' INVERT OUT (S1= 443.6'. `" S
(G!$\ q
, y
L2 15.1 NB8. UP 2O'E W DOGWOOD 1fNTl1 N 7 9 ttsd� ■ e ' o tL T 441 \ 5p �- $O �'so CP (GIS) : c' U
Co L3 24.a sB7.34 40•E r, r `. E 1 s Tc ' I" R 6 Sw£ ) 18p �- Si NC L HILL
AT CRAPE
L4 ,50 S84• 07' 24•E ` yCA , MARK REMO I�ST (i 6 S PROP - L1 26' WEETG j,NGGJFIO .� 12' PVC APPROXIMATE CAPITAL
L5 3, s s73.96'47'E i - " :C MARK
onorINLET. -�I E 20 $WE LEI% E;996 g .8 UNDERGROUND cTiNsx _. IMPROVEMENT
y EX LNG C. REi 9 H _ .yam y/- RIF
REMOVE BOTH IS' J E DS U RI
_ -: .
L6 zo., s48•,G313'E ` } ' Hmrn ^r-r�m19E HDProotlTlFr.FILL AT�RADE WA"C',(EN �S PIP PROJECT RETROFIT
REMAIINING PIPE WITH PEDESTALS. TO BE y}^ "` C RECTL S,�F _ t •.'•.
L7 31.3 S55' 01r OTE 'y 4' FLOWABLE FNl_ INSTALLED BY EM INVERT EXISTING CURB INLET INVENTORY-BA
_ -
a, DOGWOOD 3* MAPLE .- -- -_�:.. RIM = 446.3'
L8 15.1 SST 31'44•E , -..._• r£ �... - - - f INVERT OUT (E)(12• PVC) = 445.1' GROVE RSC
L9 20.5 S68'51"1 4•E ! r UNSURE OF CONNECT DEBRIS tale
/l BR
EXISTING ELEVATION
L10 20.5 N88' DAB' 03•E CONCRETE PAD 0. 4 , T - -��18' CLAY INVERT = 44411' OF CHANNEL BOTTOM INVERT = 443.6' (BOr %)
Y EXISTING CURB INLET TO REMAIN )UNTRY CLUB ROAD PROPOSED
WITH SIGNAL TRAFFIC ppCl ..� �� tom' Y
L11 228 NB7. OB'32•E SIGNAL BOX �'i'y'°� p5 INVER - _ RIM = 44116 444.?' - CONDITIONS
\ E� 241RM _ ! _ - MIERT OUT (N) = 4N.1'
L12 150 S88' 14.38'E \ Cr-
SIGNAL �
- WALL_ MALL -. - -- - - -�s._ ._� __ - __ ; ,zeo..o, � 1- -m
_ . _ - amoasTUIG �•� �.
L13 62.9 S67' 18' Z2'E N OQX,• iris` W SPED^ D,OOWIF, A,T 1:1 TO TIE
INTq PIt�OPOSED GRADE _ .- .. _._ HORIZONTAL SCALE( tn. SIUKGf t oeo JKlTB
L14 11.5 510 49 31•E �' . ^ Os _ EwsnNd cuRe INLET 0 20 40 as w
I L15 10.0 523.29' 13-E o AlrZOio c31 rr ' 0 �0 % r,� *" _ _. r
I��
1 •`•" RIM = 448.7'
y EBARt C W k `.. - `._- _...� �'' .. ,r�Y V�'V� � ' �' .yz,Cy:sF3�:Y�`� 1 INVERT IN (S/WI = 445.9'
L16 18.0 S1I1' 10' IVE 41 -.4AD a r r� _ _ .. /�/ INVERT OUT IN) =445.5
i GRID t PT t 7 zL. CO�'i� '76v,, Raft OF DOCUMENTS. 5 OF 14
L17 10.1 503' 08 31'E
NIe1N arM the ideal and deaigna irloorporatad hereil, at an klstrL+rerA of
{ �Cn ".BiraFti #'rC -:;� = e.sv'6�r. ,,.,••°;: , -.. '. fMrillriorNd Service, is the property d BiWlabilBts, Inc. and b not b be used in whole
{ L18 29.0 `S16• 29' 02-W i / - EXISTING DROP INLET W IIRNK for any Other Project without the written 81AIIOIQation OT 8whebltHL4, Inc.
PA

PROFILE VIEW OF REACH B AND D
+1 I +1 I
O+OCo
STA TA F G B07(
= OW(b0 ELEV =457.3
STA = 0 +24.1 ELEV = 447.5
-STA = 0+29.1 ELEV = 447.1
STA = 0+63.3 ELEV = .8
450- STA = 0+78.3 - 446.4
TF,ff10
RE." A AT STA. 0+%
S A= 1 +10.1 !LEV = 445 5
-- -- - -- _ _ -STA = 1+61.8 ELEV = -42.5
/! r-STA = 1 +76.8 Ell
z
0
F=
w440-
J
w
d
AFP Y
LOCATION
x OF
CONDUITS
WIC
x
ELEV. 438 x
x
+ +
x x
FSTA = 2+40.3 ELEV = 441.5
STA = 2 +55.3 ELEV = 4,1.0
TIE INTO
EXISTING
CULVERT
F
r
m
/-440
Z
n
N
a
01
u
PROFILE VIEW OF REACH A
STA.= 10+002 E_EV = 448.7
'TA = 10+11.4
ELEV = 4149.0
r-STA = 1
21.4 ELEV = 448.5
-450
ETA=
10+39.4 ELEV =
4-8.0
STA = 10+49.8
EL-IN = 448.0
STA = 10+02.4 ELEV = 448.0 -J
__ _
TIE INTO
REACH 8
z
m
0
r
11
m
F-
<
<
D
11
x
+
-
0
w
440-
x
1
n
z
X440
x x
STA =1( +70.4 ELEV 443.0- 3
i
426 --
0400 1+I 0 2++100 - 340 3+18 26 4 10-00 11- 00
STATION STATION
PROFILE LEGEND
-- - - _ EXISTING V 4
E
R
PROPOSED T
- - - DEPTH OF SAND FILL C
L 2
L
S
C
COBBLE RIFFLE L
E 0
HORIZONTAL SCALE
CASCADE
0 20 40
REUSE OF DOCUMENTS:
This document and the ideas and designs Incorporated herein. as an Instrument of
Prvtessiortal Service, is the property of Biohabitats. Inc. and is not to be used in whole
or in part, for arty other project witlrout the written authorization of Bidmbitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL. NORTH CAROLINA
27599
THE UNIVERSITY
ILI, of NORTH CAROLINA
at CHAPEL HILL
DATE malmslxEVal)u
mmrmu 10%P"W -NM FOR CONSTRIC�
Wa4mis DRAFT - WT Pan CONSTIRUCTM
RK-%f C
MBiohabitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 77613 / ph: 919.518.0311
Ex: 919518.0313 / www.biohabitits.com
Reston t& Earth 6- IRspirr EmloSiral Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
nnE
PROFILES
Waal w 12xOx.01 sriur- AS SHOP&
JFVTB
a+o w
6 OF 14

COBBLE RIFFLE
BOULDER CROSS SECTION
WASH IN SAND
TO RIFFLE CORNERS
STARTING AT THE
CREST OF THE RIFFLE
TIE -OUT BOULDER
/— EXISTING GRADE
GEOTEXTILE
EXISTING GROUND
- WEIR BOULDER
SAND FILL
CHINK AND FILL ALL VOIDS
WITH COBBLE
NOT TO SCALE
EXISTING GRADE
PROPOSED GRADE
COBBLE
SAND FILL DEPTH
VARIES
EXISTING GROUND
MAX DEPTH
- SEE TABLE _ - __
WIDTH - SEE TABLE
COBBLE RIFFLE
COBBLE CROSS SECTION
zO
GLIDIII -
OZ
~
Z
WU
O�
Sy
WO
Ovi
Zj
°•vi
U
MWn
m0
°0
orn
U
U
U O
WATER SURFACE
ELEVATION ti
7
SEE PROFILE
FOR SLOPE
EXISTING GROUND
SAND FILL
(DEPTH VARIES)
COBBLE RIFFLE
PROFILE INDEX
NOT TO SCALE
SIDESLOPES SHALL BE STABILIZED WITH COIR
FIBER MATTING
EXISTING GRADE
PROPOSED GRADE
SAND FILL DEPTH
VARIES
EXISTING GROUND
POOL
DEPTH VARIES
COBBLE RIFFLE
POOL CROSS SECTION NOT TO SCALE
RIFFLE LENGTH -
COBBLE
.[
WEIR BOULDER --J
GEOTEXTILE —
EXTEND FOOTER BOULDER MIN. 1 FT BELOW
POOL TIE-IN ELEVATION SHOWN ON PROFILE
,f � B•AXIS (INTERMEDIENT)
A-AXIS (LONG) C -AXIS (SHORT)
BOULDER AXIS
POOL
CROSS SECTION
WEIR BOULDERS
- TIE -OUT BOULDERS
I
RIFFLE I
I
I
I
US-L
COBBLE
CROSS SECTION
i
GLIDE
1
WASH IN SAND J
TO RIFFLE CORNERS
STARTING AT THE
CREST OF THE RIFFLE
US-C
A
9
LL
US-R
COBBLE
CREST OF RIFFLE
POOL
COBBLE EXTENDS TO
BOTTOM OF POOL
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
T at CHAPEL HILL -
GATE ISSUES IREVISKM
03630313 1M PU M • NOT FOR CONSTRUCT M
olrl 'S DRAFT_ NOT FOR CCNSTRUCNON
COBBLE RIFFLE
PLAN VIEW NOT TO SCALE
I Riffle and Cascade Dimensions I BOULDER DIMENSIONS (FT) - ALL STRUCTURES RK%f C
Location Width (ft) Maximum Depth (ft) I BOULDER TYPE A-AXIS B-AXIS C -AXIS
I Reach A 10 0.5 &AXIS RIFFLE 4 3 2
Reach B 15 14 A-AXIS
FOOTER 4 3 2 MBiohabitats TIE-OUT 4 3 2
Reach C 18 16
Reach D 24 2.4 INTERLOCKING 4 3 2 SOUTHEAST ATLANTIC BIOR EGION
8218 Creedmoor Road Suite 200
STREAMBED MATERIAL GRADATION TABLE Raleigh, NC 27613 / ph 919.518.0311
GRAVEL SIZE fie: 919.518.0313 / www.biohabitats.com
COBBLE SIZE (IN) PARTICLE DLA- PASSING Rerturr the Earth e, Inspirr Ecolo gical Stenwdrlup
CUMULATIVE THROUGH SIEVE ON) OR
%FINER (75% OF TOTAL SIEVE NO.
VOLUME OF (25% OF TOTAL VOLUME UNC AT CHAPEL HILL
STREAMBED MIX) OF STREAMBED MIX)
TIE INTO POOL 100 36 2.51N I CAPITAL
NTH COBBLE 84 22 1 I � IMPROVEMENT
APRON `` 0 9 0.51N
16 3 NO -40 PROJECT RETROFIT
RIFFLE 0 0.3 NO. 200
NOTE: GRAVEL (IWPORTED GRAVEL OR SALVAGED STREAMBED MATERIAL) INVENTORY - BATTLE
SHALL BE MIXED WITH COBBLE ONSITE AND INSTALLED IN 12' LIFTS AT
WSE AN APPROXIMATE RATIO OF 75 %COBBLE TO 25 %GRAVEL. GROVE RSC
.. ,. -. ... - -
_ RIFFLE NOTES: .mE
GROVE �7
t -. 1. IN AREAS OF CUT, SAND FILL UNDER RIFFLE IS NOT NEEDED. IN AREAS OF FILL, EXISTING
STREAM CHANNEL TO BE FILLED IN 8' LIFTS TO ELEVATION SPECIFIED ON PROFILE.
2. TIE -OUT BOULDER SHALL EXTEND PAST THE CORNER NODES DS-R 3 DS-L A MINIMUM OF DETAILS
ONE BOULDER LENGTH (B -AXIS) INTO EXISTING BANK. WHERE THIS CONFLICTS WITH
EXISTING TREE ROOTS, BEDROCK OR UTILITIES, TIE -OUT BOULDER MAY BE ELIMINATED
OR ADJUSTED AT DIRECTION OF ENGINEER. PR6HT Q t2e� Ut ecME PIA
3. SEE GRADING PLAN FOR STRUCTURE TABLES WITH NODE LOCATIONS AND ELEVATIONS _
DEFINING FOOTPRINT OF RIFFLE. GLIDE LIMITS ARE SHOWN ON PROFILE. swXG re� OC9 JHfTB
4. LARGE WOODY DEBRIS SHALL BE INSTALLED IN POOLS AS SHOWN ON GRADING PLAN, o a b
OR AS DIRECTED BY THE ENGINEER
5. W.S.E. = WATER SURFACE ELEVATION
REUSE OF DOCUMENTS: 7 OF 14
This docimrent and the ideas and designs incorporated herein, as an mtitrunent of
NOT TO SCALE Professional Service, is the property of Biohapital•, Inc. and is not to be used in whole
or in part, for any other project without the written autlwrkatan of Mohabitafs, Inc.

EXISTING GRADE J
COBBLE LAYER
GII 1 UAT 01
CASCADE
CASCADE CREST
— CASCADE BOULDER
FOOTER BOULDER w
0
~
00
F
Ix Z
O
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Lu
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0
W
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m
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CASCADE BOULDER
I
'
FOOTER BOULDER
iA
Y. OF BOULDER BELOW
POOL TIE-OUT ELEVATION
SHOWN ON PROFILE
CENTERLINE PROFILE NOT TO SCALE
NOTES
1. GAPS BETWEEN BOULDERS SHALL BE CHINKED YAM COBBLE
2. TYPICALLY, CASCADE BOULDER A-AXIS WILL BE ORIENTED IN DIRECTION OF FLOW FOOTER BOULDERS A-AXIS WILL BE ORIENTED PERPENDICULAR TO FLOW.
3. SEE SPECIFICATIONS FOR COBBLE SIZE AND DEPTH
41 SEE TABLE ON SHEET 5 FOR CASCADE WIDTH AND MAX. DEPTH.
unLjt:K u
WARNING TE
SEE W
EQUAL SPACING
.'I
EQUAL SPACING
A
FCOMPACTED BACKFILL
PLACE TOPSOIL
TO MATCH
EXISTING GRADE.
SEED AND MAT.
SUBSTRATE MATERIAL
PLACE TO 4' BELOW
THALWEG ELEVATION
PROPOSED
GRADE
POOL
w
zIF
z
J W
m.m
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V.Q
FOOTER BOULDER
i
CASCADE BOULDER
TIE OUT BOULDER
A.,
iA
B,
CASCADE
PLAN VIEW
EXISTING GRADE —\
3
O�'
LL
POOL
B
WIDTH - SEE TABLE
SHEETS
DEPTH -SEE
TABLE
� L-1 SHEET 5
CASCADE CREST
SECTION A -A`
FINAL GRADE
BURIED SILL COBBLE WIDTH
SECTION NOT TO SCALE B� i B'
DEPTH
NOTE:
W MIN 1. UNDERGROUND WARNING TAPE SHALL BE `
PERMANENT. RED IN COLOR CONTINUOUS. COBBLE LAYER
PRINTED, POLYETHYLENE TAPE NOT LESS
THAN G WIDE AND A MINIMUM OF 4 MILS THICK,
COMPOUNDED FOR PERMANENT DIRECT FILL MATERIAL
BURIAL SERVICE, CONTAIN AN EMBEDDED
CONTINUOUS METALLIC STRIP OR CORE, WITH
PRINTED LEGEND OF BURIED ELECTRIC LINES EXISTING GROUND OR FILL
BELOW SIMILAR TO REEF INDUSTRIES TERRA COBBLE GLIDE
TAPE OR EQUIVALENT.
SECTION B -B' NOT TO SCALE
1�T � ..:DUCE 40 PVC
CONDUITS WITH A
MINIMUM OF V
SEPARATION
DIRECT BURIED UNDERGROUND CONDUIT
NOT TO SCALE
NOT TO SCALE
TIE OUT BOULDER
THE UNNERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILL
DATE .OSUESTREASMS
06003'2013 105 PIAE - WT FOR C061PoICTION
O.24M"5 ORWY- NOT FOR CONSTRUCTION
GEOTEXTILE
FILL MATERIAL, RK-%fC
DEPTH VARIES
EXISTING GROUND
MBiohabitats
NOT TO SCALE SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / ww .biohabitamcom
&score the Earth & Inrpm Ecological Stemwdshrp
UNC AT CHAPEL HILL
CAPITAL
13AMS(INTERMEDIATE) IMPROVEMENT
PROJECT RETROFIT
A- AXIS (LONG) - - - -- f INVENTORY - BATTLE
IS (SHORT) GROVE RSC
BOULDER AXIS DETAILS
NOT TO SCALE
'2800.01 NA
SFYK r ° - JWTB
-"' 19
REUSE OF DOCUMENTS: O OF 14
This dooffmft and the ideas and dewm mcorporaW herein, as an r'stnment of
Professional Service, is the properly of BWabrla1z, Inc, and Is nol to be wed to whole
or in part, k r aM odw project wAhaA #* wri ten auCaraawn of &ohabftts, Inc.

SEE SOIL LIFT AND LIVE BRANCH LAYERING
p DETAIL OR ADD TOPSOIL 4' DEEP
o T o FOR UPPER BOULDER BANK.
:4 12' I IY
�m00 �� �- ¢ <� SEE BOULDER BANK TABLE FOR —
,r„ g"-1 4 ° Z ELEVATIONS.
T xm I' MiLas aY -oti o ovYY W LL= BOULDER,TYP. -�
�z �Soa y+ CUMMETE FILL QOp
=Hypo _ _ o ° o • =F z W TOP OF FOTTER ROCK SHALL BE
SET AT THE PROPOSEDTHALWEG
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1.0' MIN 1. TIE BOULDER RANK INTO EXISTING BANK AS SHOWN ON GRADING PLANS.
2- AT BOTH ENDS OF STRUCTURE, BOULDER FACE SHALL NOT EXTEND INTO
d
SUBSTRATE
MATERIAL - TIE INTO STREAM CHANNEL PAST THAT OF THE ADJACENT EXISTING STREAM BANK.
° v
COBBLE 3. IF BEDROCK IS PRESENT, FOOTER ROCK MAY NOT BE REQUIRED, PER THE
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=
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j W
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INV. 444.1a
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WITH GRATE
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NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs elxmporated herein, as an insbllmerd of
Professional Service, is the Property of Biohahitefs, Inc. and is not to be used in whole
or in paR, for arty odw project vaftt t the va*en au;tl ¢ bon of Bt0habitals, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
L111 of NORTH CAROLINA
at CHAPEL HILL
CATS ISSUESIMIA3100,13
0503M13 105 PLATS • 1HTf FOR OOIBIM1CDpt
07r.m is DRAFT - NOT FOR COSTRUCIM
R#Ci%f c
PBiohabitats
. SOUTHEAST ATLANTIC 9IOREGION
8218 Creedmoor Road Suite 700
Raleigh, NC 27613 / ph: 919.518.0311
tx: 919518.0313 / wwwbiohabitamcom
Raton the Earth 2 1nlpm Ernlagira/ Sfmmd bip
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY — BATTLE
GROVE RSC
DETAILS
noec,r 110 12505.01 erAtF. T• � �
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9 OF 14

+—VARIABLE -AS DIRECTED BY TOWN ENGINEER `
HOG WIRE <\ STEEL POST - ' �.
FILTER FABRIC
V 11
POST TO BE INSTALLED
SLANTED TOWARD
UPSTREAM END TOP OF DITCH
OF DITCH.
rr ■■ FLOW
+Arrlran�nsl s •
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NOTES
USE WIRE A IQNI1101 OF 32'
IN WDUTIl AND WITH A NDIIIt1
OF 6 LINE •IRES WITH 12' STAY
SPACING.
USE FILTER FABRIC A NIN311N
OF 36' IN 111011f AND FASTEN
ALIHYATELY TO THE WIRE AS
OIIECTED SY THE ENGINEER.
PRMnOE 5' -0' STEEL POST OF THE
SELF - FASTENER ANGLE STEEL TYPE.
F VERTICAL SEAUS BETWEEN FABRIC
SECTION ARE NECESSARY, OVERLAP
FABRIC BY INA1M OF ZA'.
�\ STEEL POST
FLOW
3-O
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TITLE
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1631.01
RECOMMENDED SEQUENCE OF CONSTRUCTION THE UNIVERSITY OF NORTH CAROLINA
1. CONSTRUCTION IS SCHEDULED TO START AT THE BEGINNING OF WINTER BREAK -DECEMBER 14, 2015. AT CHAPEL HILL
2. ALL UNDERGROUND AND OVERHEAD UTILITIES SIZES, DISTANCES BELOW OR ABOVE GROUND, MATERIALS, AND 209 SOUTH ROAD
LOCATIONS SHALL BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. FIELD ADJUSTMENT AND OR CHAPEL HILL, NORTH CAROLINA
RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED AND MUST BE COORDINATED WITH THE ENGINEER AND 27599
THE UNIVERSITY OF NORTH CAROLINA (UNC) PROJECT MANAGER.
3. CONTACT UNC EHS AT (919)883 -7163 OR (919)962 -5507 TO SCHEDULE AND HOLD A PRE - CONSTRUCTION
MEETING BEFORE INSTALLATION OF EROSION AND SEDIMENT CONTROL (ESC) MEASURES AND AGAIN ONCE ESC
MEASURES ARE IN PLACE. THE FIRST MEETING SHALL INVOLVE THE CONTRACTOR, PROJECT ENGINEER,
CONSTRUCTION SUPERVISOR AND APPROPRIATE AGENCY PERSONNEL TO REVIEW THE ESC REQUIREMENTS,
SEQUENCE OF CONSTRUCTION, LIMITS OF DISTURBANCE, MAINTENANCE OF TRAFFIC, PROJECT LAYOUT AND
TREE IMPACTS BEFORE WORK BEGINS.
4. TRAFFIC SIGNS AND DETOURS SHALL BE INSTALLED BEFORE ANY WORK BEGINS AND REMOVED IMMEDIATELY aj NORTH CAROLINA THE UNIVERSITY
AFTER THE COMPLETION OF ACTIVITIES. S. STAKE OUT THE LIMIT OF DISTURBANCE AND PROFILE. PLACE BLAZE ORANGE FENCE AROUND ENTIRE LIMITS OF
DISTURBANCE AND ANY OTHER LOCATION SHOWN ON PLAN SET. ESC DEVICES MUST BE INSTALLED PRIOR TO at CHAPEL HILL
THE START OF CLEARING, DEMOLITION, GRADING AND /OR CONSTRUCTION! AND WITHIN SEVEN DAYS OF THE
COMMENCEMENT OF ANY WORK WITHIN THOSE AREAS. THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DATE ssiES IREVISgNs
DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORKING AREA WHEREVERym,s Io><aurs. aor r cors>7>u�,on
POSSIBLE. NO TREES SHALL BE REMOVED WITHIN THE LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE o,reutn,sr -rnr r-0rs COr�sraocrlorl
UNC PROJECT MANAGER OR THEIR REPRESENTATIVE.
6. WHERE MACHINERY IS REQUIRED TO BE DRIVEN WITHIN THE DRIPLINE OF THE EXISTING TREES, HARDWOOD
MATS (PROVIDED BY UNC, CONTACT TOM BYTHELL AT (919) 962 -0788) SHALL BE INSTALLED TO PROTECT TREE
ROOTS WITHIN THE DRIPLINE.
7. THE CONSTRUCTION SUPERVISOR 15 REQUIRED TO FILL OUT ESC INSPECTION CHECKLISTS WEEKLY AND AFTER
RAINS GREATER THAN 0.5 INCHES.
8. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN
ACCORDANCE WITH THE APPROVED ESC PLAN.
9. THE CONTRACTOR SHALL ESTABLISH THE STAGING AND STOCKPILE AREA. AND INSTALL ESC OF EACH AREA
BEFORE GRADING COMMENCES.
10. WITH APPROVAL OF THE ESC INSPECTOR, THE CONTRACTOR SHALL BEGIN WORK. INSTALL A STREAM
PUMP - AROUND OR OTHER MEANS AS APPROVED BY ENGINEER TO DIVERT STREAM FLOW AROUND THE ACTIVE
WORK AREA. SEDIMENT SHALL NOT BE RELEASED INTO THE DOWNSTREAM INLET. SEDIMENT LADEN WATER IS
TO BE PUMPED INTO A SEDIMENT FILTERING BAG. CLEAN WATER ONLY IS TO BE DISCHARGED INTO THE
RECEIVING WATERS. NO WORK SHALL BE CONDUCTED DURING RAIN EVENTS,
11. ONLY THE AREA THAT CAN BE COMPLETED BY THE END OF THE DAY SHALL BE DISTURBED. ALL WORK SHALL
PROCEED IN AN UPSTREAM TO DOWNSTREAM DIRECTION EXCEPT WHEN DESCRIBED DIFFERENTLY IN THESE
NOTES ALL FINISHED GRADING MUST BE PERMANENTLY STABUZED AT THE END OF EACH DAY WITH SEED AND
MULCH OR SEED AND MATTING AS SPECIFIED ON THE PLANS. COMPLETED STREAM SEGMENTS AND ADJACENT
AREA OF WORK NEEDS TO BE STABILIZED SO AS TO CONVEY RUNOFF FROM STORM EVENTS.
12. IF GROUNDWATER SEEPS INTO WORK AREA, IT NEEDS TO BE DEWATERED DURING ACTIVE CONSTRUCTION
ACTIVITY.
13. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM ENO OF REACH D. CONTRACTOR SHALL PERFORM
NECESSARY EXCAVATION, FILL AND INSTALL STRUCTURES FROM STATION 2+00 TO 3 +18.
14. EXISTING ROCK CHANNEL SHALL BE DEMOLISHED AS INDICATED ON THE PLAN SET, AND TIED INTO PROPOSED
GRADE. IF POSSIBLE, ROCK SHALL BE REUSED IN RIFFLE STRUCTURES AND ON FACADE OF MODIFIED DROP INLET
BOX. RK%K
15. RIFFLE /CASCADE INSTALLATION: CUT AND /OR FILL CHANNEL ALONG PROPOSED ALIGNMENT USING ONSITE FILL
MATERIAL/IMPORTED CLEAN SAND AND MULCH MIX TO APPROXIMATE FINISHED ELEVATION. EXCAVATE AND
FORM THE FIRST OUTLET POOL. PLACE THE DOWNSTREAM MOST STRUCTURE ABOVE THE POOL. SEE
RIFFLE /CASCADE DETAIL AND SPECIFICATION FOR INSTALLATION OF BOULDER AND COBBLE MATERIAL RBiohabitats
COMPONENTS OF RIFFLE/CASCADE. BRING POOL TO FINISHED GRADE. ONCE THE RIFFLE /CASCADE -POOL
COMBINATION HAS BEEN COMPLETED, STABILIZE ANY DISTURBED AREA ALONG STREAM BANK WITH SHREDDED SOUTHEAST ATLANTIC BIOREGION
HARDWOOD MULCH AND TEMPORARY SEED. CONTINUE TO NEXT UPSTREAM POOL 8218 Creedmoor Road Suite 200
16. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM END OF REACH B, C, AND A CONTRACTOR SHALL Raleigh, NC 27613 / ph: 919.518.0311
PERFORM NECESSARY EXCAVATION, FILL AND INSTALL STRUCTURES FROM STATION 0+00 TO 2+00 ON REACH B
AND C AND STATION 10+00 TO 10+78.8 ON REACH A. RIFFLE AND CASCADE STRUCTURES SHALL BE INSTALLED AS fx: 919.518.0313 / wwwbiohabitamcom
DESCRIBED IN ITEM NUMBER 14 ABOVE. Restorr the Earth E Inspire Exiagical Steuvrdship
17. INSTALL CONDUIT LINE 2 FEET BELOW PROPOSED GRADE AND AT LOCAT10N SHOWN ON PLAN SET BEFORE ANY
STREAM WORK ISDONE. UNC AT CHAPEL HILL
18. REMOVE EXISTING 24' RCP ALONG REACH B AND 8' CLAY PIPE ALONG REACH A TO EXISTING DROP INLET.
19. ONCE THE UPSTREAM END OF REACH B 15 BEING CONSTRUCTED, MODIFICATIONS TO THE EXISTING DROP INLET CAPITAL
BOX SHALL BE MADE AS INDICATED ON THE PLAN SET.
20. AFTER THE WORK ON REACH B, C, AND A HAS BEEN COMPLETED, REMOVE EXISTING DROP INLET NEAR STATION IMPROVEMENT
1+00 AND DOUBLE 18" HOP TO POINT INDICATED ON PLAN SET. FILL REMAINING PIPE WITH FLOWABLE FILL
21. WHEN WORK IS COMPLETE, STABILIZE ALL REMAINING DISTURBED AREAS. WITH THE APPROVAL OF THE ESC PROJECT RETROFIT
INSPECTOR, REMOVE ALL SEDIMENT CONTROL DEVICES INCLUDING DIVERSION. GROUNDCOVER MUST BE p
ESTABLISHED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER. INVENTORY - BATTLE
22. ALL EXCESS EXCAVATION MUST BE HAULED TO A SITE TO BE DETERMINED BY THE PROJECT ENGINEER. ALL GROVE RSC
TEMPORARY STOCKPILES MUST BE TEMPORARILY STABILIZED AND SEEDED.
23. CONTRACTOR TO COMPLETE DENR SELF INSPECTION AND MONITORING FORMS, AVAILABLE AT
.
http: / /portal.ncdenr.org/web /ir /erosion EROSION AND
SEDIMENT
CONTROL DETAILS
­r 12606.01 1 -.30
�u er SHMGtrd — JHrTB
REUSE OF DOCUMENTS: 10 OF 14
This document and the ideas and designs incorporated herein, as an instnmlent of
Professional Service, is the property of Biohabdats. Inc. and is not to be used in wide
or in part, for arty odw project without the written authorization of Biohabdats, Inc.
E
E
A
-��
A
EXTENSION OF FABRIC AND
R
WIRE INTO TRENCH
NO SCALE
TITLE
EROSION CONTROL.
SILT FENCE
n' o¢trat
m
Lm IN T�
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PIACDA to 11 mb 1' ®IN
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DIAGRAM O
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1631.01
RECOMMENDED SEQUENCE OF CONSTRUCTION THE UNIVERSITY OF NORTH CAROLINA
1. CONSTRUCTION IS SCHEDULED TO START AT THE BEGINNING OF WINTER BREAK -DECEMBER 14, 2015. AT CHAPEL HILL
2. ALL UNDERGROUND AND OVERHEAD UTILITIES SIZES, DISTANCES BELOW OR ABOVE GROUND, MATERIALS, AND 209 SOUTH ROAD
LOCATIONS SHALL BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. FIELD ADJUSTMENT AND OR CHAPEL HILL, NORTH CAROLINA
RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED AND MUST BE COORDINATED WITH THE ENGINEER AND 27599
THE UNIVERSITY OF NORTH CAROLINA (UNC) PROJECT MANAGER.
3. CONTACT UNC EHS AT (919)883 -7163 OR (919)962 -5507 TO SCHEDULE AND HOLD A PRE - CONSTRUCTION
MEETING BEFORE INSTALLATION OF EROSION AND SEDIMENT CONTROL (ESC) MEASURES AND AGAIN ONCE ESC
MEASURES ARE IN PLACE. THE FIRST MEETING SHALL INVOLVE THE CONTRACTOR, PROJECT ENGINEER,
CONSTRUCTION SUPERVISOR AND APPROPRIATE AGENCY PERSONNEL TO REVIEW THE ESC REQUIREMENTS,
SEQUENCE OF CONSTRUCTION, LIMITS OF DISTURBANCE, MAINTENANCE OF TRAFFIC, PROJECT LAYOUT AND
TREE IMPACTS BEFORE WORK BEGINS.
4. TRAFFIC SIGNS AND DETOURS SHALL BE INSTALLED BEFORE ANY WORK BEGINS AND REMOVED IMMEDIATELY aj NORTH CAROLINA THE UNIVERSITY
AFTER THE COMPLETION OF ACTIVITIES. S. STAKE OUT THE LIMIT OF DISTURBANCE AND PROFILE. PLACE BLAZE ORANGE FENCE AROUND ENTIRE LIMITS OF
DISTURBANCE AND ANY OTHER LOCATION SHOWN ON PLAN SET. ESC DEVICES MUST BE INSTALLED PRIOR TO at CHAPEL HILL
THE START OF CLEARING, DEMOLITION, GRADING AND /OR CONSTRUCTION! AND WITHIN SEVEN DAYS OF THE
COMMENCEMENT OF ANY WORK WITHIN THOSE AREAS. THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DATE ssiES IREVISgNs
DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORKING AREA WHEREVERym,s Io><aurs. aor r cors>7>u�,on
POSSIBLE. NO TREES SHALL BE REMOVED WITHIN THE LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE o,reutn,sr -rnr r-0rs COr�sraocrlorl
UNC PROJECT MANAGER OR THEIR REPRESENTATIVE.
6. WHERE MACHINERY IS REQUIRED TO BE DRIVEN WITHIN THE DRIPLINE OF THE EXISTING TREES, HARDWOOD
MATS (PROVIDED BY UNC, CONTACT TOM BYTHELL AT (919) 962 -0788) SHALL BE INSTALLED TO PROTECT TREE
ROOTS WITHIN THE DRIPLINE.
7. THE CONSTRUCTION SUPERVISOR 15 REQUIRED TO FILL OUT ESC INSPECTION CHECKLISTS WEEKLY AND AFTER
RAINS GREATER THAN 0.5 INCHES.
8. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN
ACCORDANCE WITH THE APPROVED ESC PLAN.
9. THE CONTRACTOR SHALL ESTABLISH THE STAGING AND STOCKPILE AREA. AND INSTALL ESC OF EACH AREA
BEFORE GRADING COMMENCES.
10. WITH APPROVAL OF THE ESC INSPECTOR, THE CONTRACTOR SHALL BEGIN WORK. INSTALL A STREAM
PUMP - AROUND OR OTHER MEANS AS APPROVED BY ENGINEER TO DIVERT STREAM FLOW AROUND THE ACTIVE
WORK AREA. SEDIMENT SHALL NOT BE RELEASED INTO THE DOWNSTREAM INLET. SEDIMENT LADEN WATER IS
TO BE PUMPED INTO A SEDIMENT FILTERING BAG. CLEAN WATER ONLY IS TO BE DISCHARGED INTO THE
RECEIVING WATERS. NO WORK SHALL BE CONDUCTED DURING RAIN EVENTS,
11. ONLY THE AREA THAT CAN BE COMPLETED BY THE END OF THE DAY SHALL BE DISTURBED. ALL WORK SHALL
PROCEED IN AN UPSTREAM TO DOWNSTREAM DIRECTION EXCEPT WHEN DESCRIBED DIFFERENTLY IN THESE
NOTES ALL FINISHED GRADING MUST BE PERMANENTLY STABUZED AT THE END OF EACH DAY WITH SEED AND
MULCH OR SEED AND MATTING AS SPECIFIED ON THE PLANS. COMPLETED STREAM SEGMENTS AND ADJACENT
AREA OF WORK NEEDS TO BE STABILIZED SO AS TO CONVEY RUNOFF FROM STORM EVENTS.
12. IF GROUNDWATER SEEPS INTO WORK AREA, IT NEEDS TO BE DEWATERED DURING ACTIVE CONSTRUCTION
ACTIVITY.
13. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM ENO OF REACH D. CONTRACTOR SHALL PERFORM
NECESSARY EXCAVATION, FILL AND INSTALL STRUCTURES FROM STATION 2+00 TO 3 +18.
14. EXISTING ROCK CHANNEL SHALL BE DEMOLISHED AS INDICATED ON THE PLAN SET, AND TIED INTO PROPOSED
GRADE. IF POSSIBLE, ROCK SHALL BE REUSED IN RIFFLE STRUCTURES AND ON FACADE OF MODIFIED DROP INLET
BOX. RK%K
15. RIFFLE /CASCADE INSTALLATION: CUT AND /OR FILL CHANNEL ALONG PROPOSED ALIGNMENT USING ONSITE FILL
MATERIAL/IMPORTED CLEAN SAND AND MULCH MIX TO APPROXIMATE FINISHED ELEVATION. EXCAVATE AND
FORM THE FIRST OUTLET POOL. PLACE THE DOWNSTREAM MOST STRUCTURE ABOVE THE POOL. SEE
RIFFLE /CASCADE DETAIL AND SPECIFICATION FOR INSTALLATION OF BOULDER AND COBBLE MATERIAL RBiohabitats
COMPONENTS OF RIFFLE/CASCADE. BRING POOL TO FINISHED GRADE. ONCE THE RIFFLE /CASCADE -POOL
COMBINATION HAS BEEN COMPLETED, STABILIZE ANY DISTURBED AREA ALONG STREAM BANK WITH SHREDDED SOUTHEAST ATLANTIC BIOREGION
HARDWOOD MULCH AND TEMPORARY SEED. CONTINUE TO NEXT UPSTREAM POOL 8218 Creedmoor Road Suite 200
16. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM END OF REACH B, C, AND A CONTRACTOR SHALL Raleigh, NC 27613 / ph: 919.518.0311
PERFORM NECESSARY EXCAVATION, FILL AND INSTALL STRUCTURES FROM STATION 0+00 TO 2+00 ON REACH B
AND C AND STATION 10+00 TO 10+78.8 ON REACH A. RIFFLE AND CASCADE STRUCTURES SHALL BE INSTALLED AS fx: 919.518.0313 / wwwbiohabitamcom
DESCRIBED IN ITEM NUMBER 14 ABOVE. Restorr the Earth E Inspire Exiagical Steuvrdship
17. INSTALL CONDUIT LINE 2 FEET BELOW PROPOSED GRADE AND AT LOCAT10N SHOWN ON PLAN SET BEFORE ANY
STREAM WORK ISDONE. UNC AT CHAPEL HILL
18. REMOVE EXISTING 24' RCP ALONG REACH B AND 8' CLAY PIPE ALONG REACH A TO EXISTING DROP INLET.
19. ONCE THE UPSTREAM END OF REACH B 15 BEING CONSTRUCTED, MODIFICATIONS TO THE EXISTING DROP INLET CAPITAL
BOX SHALL BE MADE AS INDICATED ON THE PLAN SET.
20. AFTER THE WORK ON REACH B, C, AND A HAS BEEN COMPLETED, REMOVE EXISTING DROP INLET NEAR STATION IMPROVEMENT
1+00 AND DOUBLE 18" HOP TO POINT INDICATED ON PLAN SET. FILL REMAINING PIPE WITH FLOWABLE FILL
21. WHEN WORK IS COMPLETE, STABILIZE ALL REMAINING DISTURBED AREAS. WITH THE APPROVAL OF THE ESC PROJECT RETROFIT
INSPECTOR, REMOVE ALL SEDIMENT CONTROL DEVICES INCLUDING DIVERSION. GROUNDCOVER MUST BE p
ESTABLISHED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER. INVENTORY - BATTLE
22. ALL EXCESS EXCAVATION MUST BE HAULED TO A SITE TO BE DETERMINED BY THE PROJECT ENGINEER. ALL GROVE RSC
TEMPORARY STOCKPILES MUST BE TEMPORARILY STABILIZED AND SEEDED.
23. CONTRACTOR TO COMPLETE DENR SELF INSPECTION AND MONITORING FORMS, AVAILABLE AT
.
http: / /portal.ncdenr.org/web /ir /erosion EROSION AND
SEDIMENT
CONTROL DETAILS
­r 12606.01 1 -.30
�u er SHMGtrd — JHrTB
REUSE OF DOCUMENTS: 10 OF 14
This document and the ideas and designs incorporated herein, as an instnmlent of
Professional Service, is the property of Biohabdats. Inc. and is not to be used in wide
or in part, for arty odw project without the written authorization of Biohabdats, Inc.

ANCHOR POSTS SHOULD
BE MINIMUM r STEEL *U`
CHANNEL OR 29Q'
TIMBER, 67 IN LENGTH
HIGHLY
VISIBLE
FLAGGING
8 FEET
IIYJI
IIII III IIII)IIIIIIIIIII (IIII
IIII 1 IIIIIIIIIIIIIIIIII milli
I) I I I I I I I I I1L- l_1.LLL
ZJP TIE MESH
TO POST r
/ USE 8' VIRE V TO
ANCHOR POSTS MUST BE —/ SECURE FENCE BOTTOM
INSTALLED TO A DEPTH OF NOTES:
NO LESS THAN 1/3 OF THE
0
O
0
O
BLAZE ORANGE MIN 6- THICK 3-PLY
PLASTIC MESH HARDWOOD LAMINATED/
CONSTRUCTION MAT OR MIN THICK LAYER OF
EQUIVALENT SHREDDED HARDWOOD
BARK MULCH REPLENISHED
AS NEEDED DURING THE
• I. I 1 _ I• CONSTRUCTION PERIOD
UNDISTURBED GROUND
WIDTH VARIES
SEE PLANS -
tr (TYPICAL)
TOTAL HEIGHT OF POST. 1. PROTECTION AREA WILL BE SET AS PART OF THE REVIEW PROCESS.
2. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED
PRIOR TO INSTALLING DEVICES.
3. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION.
TREE PROTECTION
BLAZE ORANGE PLASTIC FENCE
NOT TO SCALE
APPROVED DEWATERING DEVICE
DISCHARGE HOSES
STREAM DIVERSION
PUMP
F DEWATERING PUMP
!_ INTAKE
P HOSE
-- — A A'
INTAKE
HOSE
FLOW
SEDIMENT DIKE SUMP HOLE
CLEAN WATER DIKE OR POOL
-tr To ts-
��
--.-DEEP. 7 DIM-
— PUMPS SHOLD DISCHARGE
ONTO A STABLE VELOCITY
DISSIPATOR MADE OF
RIPRAP OR SANDBAGS
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
- � IMPERVIOUS SHEETING
O•.
oz
_ W FLOW
WORK AREA
Illl LTA lff_\:Z6111Z191
SECTION A -A'
HARDWOOD MAT DETAIL
CROSS SECTION
NOTES:
1. HARDWOOD MATS TO BE INSTALLED AS SHOWN ON THE
CONTRACT DOCUMENTS OR AS DIRECTED BY THE
ENGINEER.
2. ACCESS ROUTES TO BE VERIFIED BY THE ENGINEER AT
THE EROSION AND SEDIMENT CONTROL MEETING.
REVISIONS TO THE ALIGNMENT THAT MINIMIZE TREE
DISTURBANCE ARE ENCOURAGED, AND REQUIRE REVIEW
AND APPROVAL BY THE ENGINEER.
3. THE CONTRACTOR SHALL ENSURE THAT EQUIPMENT IS
KEPT ON MATS AT ALL TIMES WHERE MATS ARE PRESENT.
4 THE CONTRACTOR SHALL MAINTAIN MULCH ACCESS
ROADS THROUGHOUT THE CONSTRUCTION PERIOD. UPON
COMPLETION OF PROJECT, SHREDDED HARDWOOD BARK
MULCH SHALL BE SPREAD TO A MAXIMUM DEPTH OF 2'.
5- SCARIFICATION OF COMPACTED SHREDDED HARDWOOD
BARK MULCH TO OCCUR UPON REMOVAL OF THE MULCH
ACCESS ROAD, AT DIRECTION ON THE ENGINEER.
ALL EXPOSED SLOPES AND OTHER DISTURBED AREAS SHALL BE VEGETATED FOLLOWING ANY
PHASE OF GRADING (TEMPORARY OR PERMANENT) ACCORDING TO THE TABLE BELOW.
I.
STARIDIATIOIN
AREA DESOtlPEION
nME FRAME
SFA6WIATION TIME FRAME EXCEPTIONS
IF SLOPES ARE ld OR LESS IN HEIGHT AND ARE NOT STEEPER
SLOPES STEEPER THAN ]l
7 DAYS
THAN 2:1, 14 DAYS ARE ALLOWED
ISLOM 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
NONE
RICE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
CATCH RASIN FONDING AAA FOR
SEDIMENT SEPARATION
SACK OF CURB
CURB INL.ET�
FLOW FLAY
DI AM VIrW
NOTES'
1, PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, INHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUINOFF.
2 USE SAND BAGS OF WOVEN GEOTEJRILE FABRIC (NOT BLIR A AND FILL WITH } INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
T INSPECT BARRIERS AND REMOVE SEDYAENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED NAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
W
7w OI C.1R(M I.n',
EFFECTIVE: 01/31/08
NOTE HIGHER T� TOP - OFCUR.
i i��i�i�i.
SECTION VIEW
STANDARD GRAVEL BAG CURB INLET PROTECTION
NOT TO SCALE
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
T THE UNIVERSITY
of NORTH CAROLINA
j at CHAPEL HILL
DATE 15>IL�sIREVaIONs
ftA 13 IpY RAO T FOR COMTRIJC q1
OrR is DrsAFT- NOTFarsmNSrrstlaltaN
RK%f C
MBiohabitats SOUTHEAST ATLANTIC BIOREGION
8218 Crccdmoor Road Suite 200
Ralejgh, NC 27613 / ph: 919.518.0311
Ex: 919.518.0313 / www.biohabit2ts.com
Restore the Earth c Inspire Exlogiral Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
EROSION AND
SEDIMENT
CONTROL DETAILS
wx..l.0 12RDE.01 I- ° 30
cr, e. SWKG/T� O1°` JH/TB
NOT TO SCALE 11 OF 14
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herem, as an instrument of
Prdessional Service, is the property of Biottabitats, Inc. and is not to be used in Whole
or in part, for any other project Witbout the Written authorization of Biohabitats, Inc.

s
�y
Z
v
y
(!D
/-W !O
O" \
Voo
o \
PLANTING LEGEND
RONX/`
% LOW MARSH
X.
O / 42 -NOAK\
!o
HIGH MARSH
SHORT NATIVE MEADOW A
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
SHORT NATIVE MEADOW B
MEDIUM/TALL NATIVE MEADOW A 1 IS
MEDIUM/TALL NATIVE MEADOW B
�13
01M 16
TURF
WITCH HAZEL
0 7:TiP.T —9141
O 18•SWEETGUM
30" WILLO.`( OAK
t • • _�q Ely BEAUTY BERRY
O
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iE
- • t _ _ _ __. • / . O 0O OO -
30'ASN
GS 36' OAK- -- -• . . • -• '!J..
-RO , O
TEMPORARY BENCHMARK
009 BENCH TIE IN 30000 - OAK
O O NAVO 88 ELEVATION
Z
600 000 0 36'SWEETGUM 30' ASH
4 O 0 6'
ORNAMENTAL � O O 0 O O � Q •� - `
M
36' HICKORY a06 .. -L_ -. 445 _ 36"ASH
4• DOGW000
o Q
0"00000o o 0 00 �$
\ N \ C
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_ ~
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439
� • •�� ' \ SD \
\ - DOGWOOD WITH _ _
- - yA n
N _ UNDERGROUND - - - - -` >i - J
WATER VAULT -
TEMPORARY BENCHMARK -- - -
N BENCHTIE IN 30' OAK O
9y NAVD 88 ELEVATION = 457.98' / . • - - 0-.
,
HOT WATER UNE
U, 30' QAK _ -
9y 4.OAK P 0
WOOD 3' MAPLE - IN - - -
DO NOT PLANT WITHIN - _
5' FEET OF EXISTING TREES, CE // `' . •. / _ _ - - - _ -
Z INSTALL ONLY MULCH IN THIS AREA as-
I
�- . f
\ 344"
_ CE ' / 05
HORIZONTAL SCALE
9y,\ L� os J 40 o�
d� / / so
os / - \ REUSE OF DOCUMENTS:
This doamrent and Bhe ideas and designs incorporated herein, as an insfimenl of
. - a oS Professional Service, is the properly of Bi"bitats. Inc. and is not to be used in whole
or in part, for any odher project %*10LA the written authorization of Biohabitals, Inc.
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILL
ssues(MEwsora
f1tlFr -MOT faR COMSTRUC110N
RKVf C
OWBiohabitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fa: 919.518.0313 / wwwbiobabiMms.com
Restore the Eadb & larprre Ecological Strowdsho
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
PLANTING PLAN
-E 1-29
�x e SHMGrf "u JH/TB
12 OF 14
!o
0..00..00..0
000
SP
_ P
\
fp � 42. OAK
E
6- ELM
E.
`},
��,./�'+�
lJ
HIGH MARSH
SHORT NATIVE MEADOW A
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
SHORT NATIVE MEADOW B
MEDIUM/TALL NATIVE MEADOW A 1 IS
MEDIUM/TALL NATIVE MEADOW B
�13
01M 16
TURF
WITCH HAZEL
0 7:TiP.T —9141
O 18•SWEETGUM
30" WILLO.`( OAK
t • • _�q Ely BEAUTY BERRY
O
/ E 4r ELM / q - - - -' OAK • _ T3D
iE
- • t _ _ _ __. • / . O 0O OO -
30'ASN
GS 36' OAK- -- -• . . • -• '!J..
-RO , O
TEMPORARY BENCHMARK
009 BENCH TIE IN 30000 - OAK
O O NAVO 88 ELEVATION
Z
600 000 0 36'SWEETGUM 30' ASH
4 O 0 6'
ORNAMENTAL � O O 0 O O � Q •� - `
M
36' HICKORY a06 .. -L_ -. 445 _ 36"ASH
4• DOGW000
o Q
0"00000o o 0 00 �$
\ N \ C
—2V—OAK —
_ ~
CHILLED WATER J CONCRETE PAD u°p F� — -0
439
� • •�� ' \ SD \
\ - DOGWOOD WITH _ _
- - yA n
N _ UNDERGROUND - - - - -` >i - J
WATER VAULT -
TEMPORARY BENCHMARK -- - -
N BENCHTIE IN 30' OAK O
9y NAVD 88 ELEVATION = 457.98' / . • - - 0-.
,
HOT WATER UNE
U, 30' QAK _ -
9y 4.OAK P 0
WOOD 3' MAPLE - IN - - -
DO NOT PLANT WITHIN - _
5' FEET OF EXISTING TREES, CE // `' . •. / _ _ - - - _ -
Z INSTALL ONLY MULCH IN THIS AREA as-
I
�- . f
\ 344"
_ CE ' / 05
HORIZONTAL SCALE
9y,\ L� os J 40 o�
d� / / so
os / - \ REUSE OF DOCUMENTS:
This doamrent and Bhe ideas and designs incorporated herein, as an insfimenl of
. - a oS Professional Service, is the properly of Bi"bitats. Inc. and is not to be used in whole
or in part, for any odher project %*10LA the written authorization of Biohabitals, Inc.
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILL
ssues(MEwsora
f1tlFr -MOT faR COMSTRUC110N
RKVf C
OWBiohabitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fa: 919.518.0313 / wwwbiobabiMms.com
Restore the Eadb & larprre Ecological Strowdsho
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
PLANTING PLAN
-E 1-29
�x e SHMGrf "u JH/TB
12 OF 14

REMOVE TREE FROM
CONTAINER WITHOUT
DISTURBING ROOT MASS
EXCAVATE HOLE 1 -112
TIMES THE WIDTH OF
THE ROOT MASS. REMOVE
ALL NON-ORGANIC MATERIAL
FROM THE PLANTING PIT AND
TAMP LOOSE SOIL IN BOTTOM
OF PIT BY HAND
THIN DECIDUOUS SHRUBS OF
ALL MAJOR DEADWOOD AND
ANY EXCESSIVE AND/OR
SUCKER GROWTH
GROUND LINE TO
BE SANE AS NURSERY
i
\ �\ \� BACKFILL WITH SOIL OR
IF ROOT MASS IS ROOT BOUND, PLANTING MIX AS SPECIFIED
PRUNE ALL GIRDLING ROOTS TAMP TO FILL ALL VOIDS AM
AIR POCKETS
SHRUB PLANTING - CONTAINER GROWN
NOT TO SCALE
UG, PEAT POT, TUBER
3ROUND LINE TO BE THE
SAME AS NURSERY
BACKFILL WITH SOIL
OR PLANTING MIX
AS SPECIFIED. TAMP
TO FILL ALL VOIDS
AND AIR POCKETS
HERBACEOUS PLANTING- PLUGS AND CONTAINERS
NOT TO SCALL
REUSE OF DOCUMENTS:
This doaarlerd and the ideas and designs, incorporated herein, as an irmhurtrent of
Professional Service, is the property of Bioltahitats. Inc and is not to be used in whole
or in part, for "other project without the written authorization of Biohebilafs. Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
2D9 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
L111
at CHAPEL HILL
D/OE ISSUES I REVISIONS
0641313017 lox PI VIS -ROT FOR OONSURIUMON!
07rrKAl6 DRAFr- NOT FOR CONSTRUCTION
RK%fC
MBiohabitats
SOUTHEAST ATLANTIC SIOREGION
8218 Creedmoor Road Suite 200
Ralei ;h, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.biohabitats.com
Restore The Earth & Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BATTLE
GROVE RSC
PLANTING DETAILS
omn, wo 128OE.D, — NA
s er. SHMC✓rel — AYTB
13 OF 14

Plant and Composition Schedule
Plant and Composition Schedule
THE UNP✓ERSf1Y OF NORTH CAROLINA
Low Marsh
Sae
(acres):
0.03
MediumlTas Native Meadow A
Sae
(acres):
0.08
AT CHAPEL HILL
209 SOUTH ROAD
Spedrq winr queMiq per acre
F'"Q`�"n`T
I aped.e
Cannon lime
�
I V
I
tHt
13tfype
I —
8pscbng
i s
Oman
�dta
CHAPEL HILL, NORTH CAROLINA
Ceara
17L1
tirrltly
apercise�rl
_
Frequency
s
Conran Hertr
v p hnm stratai
t1Nt
I
S
I
sin
I
Mtwoen
27599
I 1.50 r 19360
Spednn
peel oe ws4erl
Fo a
species ~1A1e
Type
aura
20
122 Jurxwe effuuz
—_ —
snit nah
.., — — — _
Plw
Cast
r
4 R
2
10890
N.V. Herb -
20
20
121_
122
._._
-.
,; arum
_ __ .., _.
Pbq
Pkq
Cs.ir
r
4 R
15
126
frrsrYhran feti/otun
rho cats
C[sb
Y
4'
20
121 i'ia Vi! a --
- _ _ .. .._
_. _.
_.. _ _. . -
1iJ1w
Cesb
Cob
2
2
Ia
4 R
20
5
186
42
puWea
Bvitse arstrafic
headed calabwer
�ISa6We ��qo
�rp
Cob
Ctsb
r
r
4'
4'
20
121
______
__.__.
Phq
C►eer
r
4R
15
126 -Ea
wela/un fsblaerm
�- pveseed
Pip
Cbsb
r
1'
�,�����
100
on
0
�—ss
-' P�laoe shaft it spaces between ckmiers
d herte sprints.
15
28
Oe
pip
Ck t.
r
4'
lob
941
-rii
THE UNIVERSITY
of NORTH CAROLINA
i
at CHAPEL HILL
Plant and Composition Schedule
High Marsh
Plant and Composition Schedule
Sae (acres):
0.08
MediumlTal Native Meadow B
Sae
(acres]:
088
a�� - --
SPsdng witltln Qrmltt'perarn
Fn mrtcyl
-sl
camtonNme I
V.pstsnon 3YfW
overall
OSgYa113 104 PLN6 -NOT FQ<i C014nIII1Cl10N
%aw2ot5 Onv-r -NOiWk rrClgri
Cknrrr
Iltt19�CJa1llS
�s
I
Unit ISpK
�
I
Store Its��
CWaha
Ybdnam
O-.t*j Frequency
Species
VeYertlon SYaW
Spsdrq
SPSdnn
l 2r 10880
3psdng
I
perscre (7H
oteentpr
Gorman Name
I
Species lime
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Plant and Composition Schedule
Turf Upland p
Plant and Composition Schedule
(Match Fescue to existing met used on campus
Shrubs
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Type
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Plant and Composition Schedule
11 Vibuman cisraatun ,nmo od
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Plant and Composition Schedule
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REUSE OF DOCUMENTS: 14 OF 14
Tbi document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biotmbitats. Inc. and is not to be used in whole
or in part, for arry other project without the written authorization of Biohabitats, Inc.