20171528 Ver 1_Riparian Buffer Authorization_20180326

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
March 23, 2018
Mrs. Karen Higgins
NC Division of Water Resources
401 and Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
RE: Pre -Construction Notification — Jordan Lake Buffer Authorization
1709 High School Road
Town of Chapel Hill, Orange County, North Carolina
Project #: 39232
Dear Mrs. Higgins:
On behalf of the Chapel Hill — Carrboro City Schools, Timmons Group is submitting a Preconstruction
Notification (PCN) for a Jordan Lake Buffer Authorization associated with the proposed redevelopment of
an educational campus located at 1709 High School Road (Orange County PIN# 9779686385 &
9779793970) in Chapel Hill, North Carolina within Orange County. The project site is currently an
educational campus comprised of Chapel Hill High School in the northern section and a middle school
complex in the southern section. Located within the central section of the project site is Jolly Branch, which
separates the northern and southern sections of the campus. The purpose of the proposed project is to
redevelop the education campus with a more neighborhood -oriented, educational facility that will reflect
leadership in energy efficiency and environmental responsibility and have relatively high-density urban
characteristics for the campus. As a result, a road crossing at Jolly Branch and associated Jordan Lake
Riparian Buffers is required to provide continuous vehicular traffic between the northern and southern
section of the campus, to alleviate traffic within the northern campus, and provide a second ingress/egress
access point for emergency vehicles. In addition to the road crossing, there are Jordan Lake Riparian
Buffer impacts associated with buffer restoration activities at the location of an existing soccer field. Please
find enclosed for your review the following items:
Appendix A
- Pre -Construction Notification Form
Signed Agent Authorization
Aerial Map with Orange County Parcel Numbers
Appendix B
- Figure 1 —Vicinity Map
- Figure 2 — FEMA Flood Zone Map
- Figure 3 — Environmental Inventory Map
- Figure 4 — Preliminary Jurisdictional Waters of the U.S. Delineation Map
- Figure 5 — Buffer Impact Map
- Jordan Buffer Impact Exhibit — Road Crossing
- Jordan Buffer Impact Exhibit — Buffer Restoration
Appendix C
- Preliminary Jurisdictional Determination request; Timmons Group; dated January 23, 2017
- Jordan Lake Stream Buffer Determination; Town of Chapel Hill Public Works Department,
Stormwater Management Division; issued May 31, 2016
- Nationwide Permit 39 issued December 8, 2017 (USACE Action ID: SAW -2016-01904)
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

401 Water Quality Certification issued December 28, 2017 (DWR #17-1528)
Appendix D
- Chapel Hill High School Site Plans
PROJECT HISTORY & EXISTING CONDITIONS:
The project site encompasses approximately 111.9 acres and is located at 1709 High School Road in
Chapel Hill, North Carolina within Orange County (see Figure 1: Vicinity Map). The project site is currently
an educational campus comprised of Chapel Hill High School in the northern section and a middle school
complex in the southern section. The education campus is comprised of classrooms, office facilities, indoor
and outdoor recreations facilities, and associated parking for students, staff, and buses. Undeveloped
areas within the project site are dominated by mid -successional mixed pine and hardwood forest with mixed
hardwoods adjacent to the drainage ways. Located within the central section of the project site is Jolly
Branch which separates the Chapel Hill High School to the north from the middle school complex to the
south. The project site is located within the Cape Fear River Basin (HUC 030300020603) and within the
Little Creek watershed. Land use within the vicinity of the project site consists of residential, mixed use
commercial, and undeveloped areas. The project site contains Jolly Branch, and unnamed tributaries to
Jolly Branch, which has a DWR Stream Index Number 16-14-1-15-1-2 and a Classification of WS -V and
NSW. Floodway and 100 -year floodplain areas are not located within the project site according to the North
Carolina Flood Insurance Rate Map 3710977900J (issued February 2, 2007).
A stream and wetland delineation was conducted by the Timmons Group and a Preliminary Jurisdictional
Determination request was submitted January 23, 2017. The delineation was field verified by Sam Dailey,
USACE representative (USACE Action ID: SAW -2016-01904). A Jordan Lake Stream Buffer Determination
was issued on May 31, 2016 by the Town of Chapel Hill Public Works Department, Stormwater
Management Division. A Nationwide Permit 39 was issued on December 8, 2017 by the U.S. Army Corps
of Engineers (USACE Action ID: SAW -2016-01904). A 401 Water Quality Certification was issued on
December 28, 2017 by the North Carolina Department of Environment and Natural Resources — Division
of Water Resources (DWR #17-1528).
PROPOSED PROJECT:
The purpose of the proposed project is to redevelop the education campus with a more neighborhood
oriented educational facility that will reflect leadership in energy efficiency and environmental responsibility,
and have relatively high-density urban characteristics for the campus. As a result, a road crossing at Jolly
Branch and associated Jordan Lake Riparian Buffers is required to provide continuous vehicular traffic
between the northern and southern section of the campus, to alleviate traffic within the northern campus,
and provide a second ingress/egress access point for emergency vehicles. In addition to the road crossing,
there are Jordan Lake Riparian Buffer impacts associated with buffer restoration activities at the location of
an existing soccer field.
The existing facility was originally constructed in 1966 and is deteriorating, structurally unsafe, and has
limited access. The proposed redevelopment of the educational campus will promote the public's general
welfare by providing high-quality public education for local children. The proposed school building and
grounds will provide a safe and healthy environment for students, workers, and visitors, in accordance with
all applicable zoning, building, health, food -service, and life -safety codes. The northern section of the
educational campus that contains Chapel Hill High School has four driveway accesses located off High
School Road. The driveways off High School Road are used for the bus loops, student parking, and drop-
off areas. The southern section of the educational campus that contains the middle school complex has a
main driveway off Seawall School Road which leads to the front of the middle school. This single main
driveway is used for the necessary parking and drop-off areas within the southern section of the education
campus. A road connecting the northern and southern sections of the educational campus will provide
continuous vehicular traffic between the northern and southern section, alleviate traffic within the northern
campus, and provide a second ingress/egress access point for emergency vehicles.

To accomplish the goals of the project, impacts to Jolly Branch are proposed. Additional impacts to streams
located within the project site are not proposed. There are 50 -foot Jordan Lake Riparian Buffers associated
with Jolly Branch that are proposed to be impacted because of the road connecting the northern and
southern sections of the educational campus. The width of the road through the Jordan Lake Riparian
Buffer is approximately 140 linear feet. In addition to the road crossing, there are Jordan Lake Riparian
Buffer impacts associated with buffer restoration activities at the location of an existing soccer field. The
soccer field currently encroaches into the Jordan Lake Riparian Buffers. The project proposes relocating
the soccer field and to restore the riparian buffer by re -planting the area with native tree species.
Revegetating the riparian buffer vacated by the relocation of the soccer field is a good environmental
stewardship activity that will maintain diffuse through the buffer thereby abating potential erosive effects to
Jolly Branch allowing for structural stability of the stream banks. There will be no grading within the stream
associated with the proposed buffer restoration activities. Species selection will utilize the list of species
noted within the Guidelines for Riparian Buffer Restoration (NCDENR; October 2004). The proposed
project is a single and complete project with appropriate land use control and stormwater measures in place
for specific areas that require them.
Buffer Impact Table
Impact Number Reason for Impact Zone 1 (square feet)
Zone 2 (square feet)
131 — Stream D (Jolly Branch) Road Crossing 8,305
4,232
B2 — Stream D (Jolly Branch) Buffer Restoration 4,554
4,284
Total 12,859
8,516
AVOIDANCE & MINIMIZATION:
Impacts to Jordan Lake Buffers have been avoided and minimized to the maximum extent practicable by
incorporating resourceful site planning, including the utilization of the wetland delineation and buffer
determination to adjust the layout to avoid and minimize impacts. Avoidance and minimization measures
were also accomplished during the design phase of the project.
The Applicant has avoided and minimized impacts to the greatest extent practicable given the project's
purpose and need. The proposed Jordan Lake Buffer impacts are the result of the necessary infrastructure
and facility layout, without which, the project's goals would not be realized. Jolly Branch is located within
the central section of the educational campus and separates the northern Chapel Hill High School from the
southern middle school complex. Therefore, to provide continuous vehicular traffic between the northern
and southern section of the campus, to alleviate traffic within the northern campus, and provide a second
ingress/egress access point for emergency vehicles a road crossing Jolly Branch is required. The location
of the proposed road crossing has minimized impacts to the maximum extent practicable by aligning the
crossing as close to 90 degrees as possible.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation as described in accordance with the requirements of the North Carolina Department of
Environmental and Natural Resources Erosion Control Planning and Design Manual and local codes. All
erosion and sediment control measures will be checked for stability and operation following every runoff
producing rainfall, but in no case less than once every week. Any needed repairs will be made immediately
to maintain all measures designed. An erosion control inspections report is required and will be kept by the
owner's representative. Temporary seeding and permanent seeding plans are included to restore impacted
areas. The project exceeds requirements of Best Management Practices and Engineered Stormwater
Control Structures as outlined through State and Local Stormwater Rules. Measures will be taken to
prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional buffers. All project
construction activities initiated within the riparian buffers will be carried to completion in an expeditious
manner to minimize the period of disturbance.

MITIGATION:
The proposed impacts within the Jordan Lake Riparian Buffers are all considered allowable; and therefore,
compensatory buffer mitigation is not proposed at this time.
SUMMARY:
Chapel Hill — Carrboro City Schools proposes to redevelop the education campus located at 1709 High
School Road. The proposed redevelopment of the educational campus will promote the public's general
welfare by providing high-quality public education for local children. The proposed school building and
grounds will provide a safe and healthy environment for students, workers, and visitors, in accordance with
all applicable zoning, building, health, food -service, and life -safety codes. To accomplish the
redevelopment goals of the proposed project, a road crossing at Jolly Branch and associated Jordan Lake
Riparian Buffers is required to provide continuous ,vehicular traffic between the northern and southern
section of the campus, to alleviate traffic within the northern campus, and provide a second ingress/egress
access point for emergency vehicles. In addition to the road crossing, there are Jordan Lake Riparian
Buffer impacts associated with buffer restoration activities at the location of an existing soccer field. The
proposed impacts within the Jordan Lake Riparian Buffers are all considered allowable uses; and therefore,
compensatory buffer mitigation is not proposed at this time.
Therefore, at this time, we are requesting authorization of the proposed activities under the Jordan Lake
Riparian Buffers Rules. Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact me at [phone].
Sincerely,
Timmons G=.p
t i
George Buchholz, REM, PWS
Senior Environmental Project Manager

APPENDIX A

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project:
1709 High School Road
1 b. County:
Orange
1c. Nearest municipality:
Chapel Hill
1d. Subdivision name:
1e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Owner Information
2a. Name on Recorded Deed:
Chapel Hill Board of Education
2b. Deed Book and Page No.
DB: 208; PG: 15
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party
(for Corporations):
William J. Mullin
2e. Street address:
750 S. Merritt Mill Road
2f. City, state, zip:
Chapel Hill, NC 27514
2g. Telephone no.:
919-967-8811
2h. Fax no.:
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
FORM: BA 10-2013 Page 1 of 8

INTERNAL DRAFT- NOT FOR PUBLIC USE
Section A. Applicant Information, continued
4.
Agent/Consultant Information (if applicable)
4a.
Name:
George Buchholz, Senior Environmental Consultant/Project Manager
4b.
Business name
(if applicable):
Timmons Group
4c.
Street address:
5410 Trinity Road, Suite 102
4d.
City, state, zip:
Raleigh, NC 27607
4e. Telephone no.:
919.866.2361
4f.
Fax no.:
919.859.5663
4g.
Email address:
[e-mail]
FORM: SSGP3080 8-13 Pagc 2 of 8

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
9779686385 & 9779793970
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.946277
Longitude: -79.078691
1c.
Property size:
111.9 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Jolly Branch
2b.
Water Quality Classification of nearest receiving
water:
WS -V, NSW
2c.
River basin:
Cape Fear River Basin 030300020603; Little Creek
watershed
FORM: BA 10-2013 Page 3 of 8

Project Information and Prior Project History
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 project site encompasses approximately 111.9 acres and is located at 1709 High School Road in Chapel
Hill, North Carolina within Orange County (see Figure 1: Vicinity Map). The project site is currently an educational
campus comprised of Chapel Hill High School in the northern section and a middle school complex in the
southern section. The education campus is comprised of classrooms, office facilities, indoor and outdoor
recreations facilities, and associated parking for students, staff, and buses. Undeveloped areas within the project
site are dominated by mid -successional mixed pine and hardwood forest with mixed hardwoods adjacent to the
drainage ways. Located within the central section of the project site is Jolly Branch which separates the Chapel
Hill High School to the north from the middle school complex to the south. The project site is located within the
Cape Fear River Basin (HUC 030300020603) and within the Little Creek watershed. Land use within the vicinity
of the project site consists of residential, mixed use commercial, and undeveloped areas.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+/- 3,508 LF
3e. Explain the purpose of the proposed project:
The purpose of the proposed project is to redevelop the education campus with a more neighborhood oriented
educational facility that will reflect leadership in energy efficiency and environmental responsibility, and have
relatively high-density urban characteristics for the campus. As a result, a road crossing at Jolly Branch and
associated Jordan Lake Riparian Buffers is required to provide continuous vehicular traffic between the northern
and southern section of the campus, to alleviate traffic within the northern campus, and provide a second
ingress/egress access point for emergency vehicles. In addition to the road crossing, there are Jordan Lake
Riparian Buffer impacts associated with buffer restoration activities at the location of an existing soccer field.
3f. Describe the overall project in detail, including the type of equipment to be used:
The existing facility was originally constructed in 1966 and is deteriorating, structurally unsafe, and has limited access.
The proposed redevelopment of the educational campus will promote the public's general welfare by providing high-
quality public education for local children. The proposed school building and grounds will provide a safe and healthy
environment for students, workers, and visitors, in accordance with all applicable zoning, building, health, food-
service, and life -safety codes. The northern section of the educational campus that contains Chapel Hill High School
has four driveway accesses located off High School Road. The driveways off High School Road are used for the bus
loops, student parking, and drop-off areas. The southern section of the educational campus that contains the middle
school complex has a main driveway off Seawall School Road which leads to the front of the middle school. This
single main driveway is used for the necessary parking and drop-off areas within the southern section of the education
campus. A road connecting the northern and southern sections of the educational campus will provide continuous
vehicular traffic between the northern and southern section, alleviate traffic within the northern campus, and provide
a second ingress/egress access point for emergency vehicles. To accomplish the goals of the project, impacts to
Jolly Branch are proposed. Additional impacts to streams located within the project site are not proposed. There are
50 -foot Jordan Lake Riparian Buffers associated with Jolly Branch that are proposed to be impacted because of the
road connecting the northern and southern sections of the educational campus. The width of the road through the
Jordan Lake Riparian Buffer is approximately 140 linear feet. In addition to the road crossing, there are Jordan Lake
Riparian Buffer impacts associated with buffer restoration activities at the location of an existing soccer field. The
soccer field currently encroaches into the Jordan Lake Riparian Buffers. The project proposes relocating the soccer
field and to restore the riparian buffer by re -planting the area with native tree species. Revegetating the riparian
buffer vacated by the relocation of the soccer field is a good environmental stewardship activity that will maintain
diffuse through the buffer thereby abating potential erosive effects to Jolly Branch allowing for structural stability of
the stream banks. There will be no grading within the stream associated with the proposed buffer restoration
activities. Species selection will utilize the list of species noted within the Guidelines for Riparian Buffer Restoration
(NCDENR; October 2004). The proposed project is a single and complete project with appropriate land use control
and stormwater measures in place for specific areas that require them. Traditional equipment will be used consisting
of front-end loaders, bulldozers, paving equipment, graders, and earth movers to construct the proposed project.
FORM: SSGP3080 8-13 Page 4 of 8

Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known): Anna Reusche
Other: Timmons Group
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
- A Preliminary Jurisdictional Determination request was submitted January 23, 2017 by the Timmons Group.
- Delineation was field verified by Sam Dailey, USACE representative (USACE Action ID: SAW -2016-01904)
- Jordan Lake Stream Buffer Determination issued May 31, 2016 by Town of Chapel Hill Public Works
Department, Stormwater Management Division.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
- Nationwide Permit 39 issued December 8, 2017 (USACE Action ID: SAW -2016-01904)
- 401 Water Quality Certification issued December 28, 2017 DWR #17-1528).
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: SSGP3080 8-13 Page 5 of 8

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
❑ Neuse
❑ Tar -Pamlico ❑ Catawba
basin?
❑ Randleman
® Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts
require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B1 ® P ❑ T
Road Crossing
Allowable
Jolly Branch
❑ Yes ® No
8,305
4,232
B2 ® P ❑ T
Buffer
Allowable
Jolly Branch
❑ Yes ® No
4,554
4,284
Restoration
B3 El El
El Yes El No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 El El
El Yes El No
B6 El El
El Yes El No
Total
buffer impacts
12,859
8,516
1 c. Comments:
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.
Impacts to Jordan Lake Buffers have been avoided and minimized to the maximum extent practicable by incorporating
resourceful site planning, including the utilization of the wetland delineation and buffer determination to adjust the
layout to avoid and minimize impacts. Avoidance and minimization measures were also accomplished during the
design phase of the project. The Applicant has avoided and minimized impacts to the greatest extent practicable
given the project's purpose and need. The proposed Jordan Lake Buffer impacts are the result of the necessary
infrastructure and facility layout, without which, the project's goals would not be realized. Jolly Branch is located
within the central section of the educational campus and separates the northern Chapel Hill High School from the
southern middle school complex. Therefore, to provide continuous vehicular traffic between the northern and
southern section of the campus, to alleviate traffic within the northern campus, and provide a second ingress/egress
access point for emergency vehicles a road crossing Jolly Branch is required. The location of the proposed road
crossing has minimized impacts to the maximum extent practicable by aligning the crossing as close to 90 degrees
as possible.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation
as described in accordance with the requirements of the North Carolina Department of Environmental and Natural
Resources Erosion Control Planning and Design Manual and local codes. All erosion and sediment control measures
will be checked for stability and operation following every runoff producing rainfall, but in no case less than once
every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control
inspections report is required and will be kept by the owner's representative. Temporary seeding and permanent
seeding plans are included to restore impacted areas. The project exceeds requirements of Best Management
Practices and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules.
Measures will be taken to prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional
buffers. All project construction activities initiated within the riparian buffers will be carried to completion in an
expeditious manner to minimize the period of disturbance.
FORM: BA 10-2013 Page 6 of 8

C. Impact Justification and Mitigation, continued
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: SSGP3080 8-13 Page 7 of 8

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form. The Town of Chapel Hill is a delegated
authority for NCDWR Stormwater Management Plans. The review and approval of the
SWMP is part of the Town of Chapel Hill review process.
® Diffuse flow
® Other BMP
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
® Yes ❑ No
Raleigh, NC 27604
of public (federal/state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1617
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H.0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
C7Gp��.tNKD &h"
Applicant/Agent's Printed Name App#icant/Agent's Si ure Date
(Agent's signature is valid only if an authorization le r from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc.).-
tc.):NC
NCDWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 8 of 8

APPENDIX B

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DESIGNED BY
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A r 1 r CHECKED BY
A. REUSCHE
40 41L ~ • - - - 7 ; SCALE
1 „ = 350'
rt
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e
!. • • •
At #a �. 1 •
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r � 'r, r i • r
1 dim L LL
Rp
Legend A
Project Study Limits - 111.9 Acres 6.
. � . F 1 _ , L•• 77. f _
1 %Annual Chance Flood Hazard
0 175 350 )0 39232
S * * YJOB NUMBER
X < 1 % Annual Chance Food Hazard
Feet. SHEET NO.

C
F
*XI
_..__
Haw Soils
Mapunit Symbol
Mapunit Name
GeC
Georgeville silt loam, 6 to 10 percent slopes
HrB
Herndon silt loam, 2 to 6 percent slopes
Ch
Chewacla loam, 0 to 2 percent slopes, frequently flooded
TaD
Tarrus silt loam, 8 to 15 percent slopes
WxD
Wilkes gravelly loam, 8 to 15 percent slopes
EnB
Enon loam, 2 to 6 percent slopes
IuB
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SHEET NO.
1 OF 1

Resource Pending Confirmation Resource
Identification PFO I PSS PEM POW R3 R4
R6 JD Description
sq fl) (sq it (sq 1t) (sq fl) (If) (If)
(It) (If) Notes'
A
335 NT/NV
335 793
BN.ando
NT/NV
C
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D2285
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Total 0 2,620 888
418 0
Totalaq ft 0.00 ac
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' T=Tidal; NT= Non -tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustdne Forested Wetland;
PSS=Palustdne SombShrub Welland; PEM=Palustrine Emergent Welland; POW= PalusMne Open
Water, EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=lydermittenl Streams;
R6 = Ephemeral Streams; JD= Jurisdictional Ditch
Legend
Project Study Limits - 111.9 Acres
© Stream Identifier
Wetland Flag
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Topographic Contours
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2 Foot
NOTES
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
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4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
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Resource Pending Confirmation Resource '
Identification PFO P55 PEM POW R3 R4 R6 JD Description
(sq fl) (sq ft) (sq ft) (sq fl) (10 (IfJ (10 (IfJ Notes"
A 335 NT/NV T
B 335 793 NT/NV r ° !A
C 32 NT/NV
D 2285 NT/NV - 511 ; �' _ - r S t t
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' T=Tdal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustdne Forested Wetland;
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Legend
Project Study Limits - 111.9 Acres f r l +
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NOTES: i;,� i .!
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
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2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
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3. PROJECT STUDY LIMITS ARE APPROXIMATE. -
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
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Resource
Identification PFO P55 PEM POW R3
100 200
JD Description
(sq ft) (sq ft) (sq ft) (sq ft) (10
(10 Notes"
A
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Water, EIW= Estuarine IntemdaI Wetlands; R3= Upper Perennial Streams; R4=IMermittenl Streams;
R6 = Ephemeral Streams; JD= Jurisdictional Ditch
Legend
Project Study Limits - 111.9 Acres
© Stream Identifier
Wetland Flag
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Topographic Contours
10 Foot
2 Foot
NOTES
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
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Legend
LOD - Limits of Disturbance
Project Study Limits - 111.9 Acres
© Stream Impact
© Wetland Impact
Temporary Stream Impact
Permanent Stream Impact
Permanent Stream Impact - No Loss
Perennial Stream (R3)
—Intermittent Stream (R4)
—Ephemeral Stream (R6)
—Culvert
North Carolina Parcels
NOTES:
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
0 175 350 700
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39232
SHEET
1 OF
NO.

DRAWING TITLE:
CONTRACT
PROJECT:
DWG NO.:
JORDAN BUFFER IMPACT EXHIBIT- ROAD
CHAPEL HILL HS EXPANSION
CROSSING
ARCHITECTS1TECTS
DRAWN BY: ATTACHMENT TO:
SUPPLEMENTAL DWG. NO:
WPA
3000 RDU CENTER DRIVE, SUITE 217 MORRISVILLE, NORTH CAROLINA 27560
DATE:
PROJECT NO:
PHONE [phone] FAX [phone]
MOSELEYARCHITECTS.COM
03/23/18
38753

DRAWING TITLE:
CONTRACT
PROJECT:
DWG NO.:
JORDAN BUFFER IMPACT EXHIBIT- BUFFER
CHAPEL HILL HS EXPANSION
RESTORATION
ARCHITECTS1TECTS
DRAWN BY: ATTACHMENT TO:
SUPPLEMENTAL DWG. NO:
WPA
3000 RDU CENTER DRIVE, SUITE 217 MORRISVILLE, NORTH CAROLINA 27560
DATE:
PROJECT NO:
PHONE [phone] FAX [phone]
MOSELEYARCHITECTS.COM
03/23/18
38753

APPENDIX C

*see
5410
5410 Trinity Road
TIMMONS GROUP suite 102
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607
January 23, 2017
Mr. David Bailey
U.S. Army Corps of Engineers — Raleigh Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
Dear Mr. Bailey,
P 919.859.5663
www.timmons.com
Re: Wetland Delineation Confirmation
1709 High School Road
(Approx. +/- 129 acres)
Orange County, North Carolina
On behalf of the Town of Chapel Hill, Timmons Group is seeking confirmation of a wetland
delineation conducted on January 4, 2017 to identify Waters of the U.S., including stream and
wetland boundaries. The project area encompasses approximately 129 acres, located at 1709 High
School Road in Chapel Hill, Orange County, NC (see Figure 1: Vicinity Map). Land use at the site
includes the Chapel Hill High School, associated parking and recreation areas, and undisturbed,
hardwood forested areas. This project is located within the Haw River Watershed (HUC 03030002),
and the Piedmont Physiographic Province. The project is not located within the 100 -year floodplain
(see Figure 2. FEMA Map).
Six (6) soil series are present at the project. One (1) partially hydric soil, Chewacla is present
in the center section of the property along Jolly Branch Stream. The remainder of the site is
underlain by non -hydric soils (see Figure 3. Environmental Inventory Map).
The Site was delineated based upon the methodology outlined in the 1987 U.S. Army Corps
of Engineers (USACE) Wetland Delineation Manual; the Regional Supplement to the Corps of
Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0) and
subsequently issued USACE regulatory guidance regarding the identification of jurisdictional stream
channels through the recognition of field indicators of an ordinary high water mark within drainage
features. Using these methodologies, preliminary delineation mapping was produced and is
included as Figure 4: Preliminary Jurisdictional Waters of the U.S. Delineation Map.
During our delineation, a total of approximately 2,620 LF of perennial (R3) stream, 1,024 LF
of intermittent (R3), and 281 LF of ephemeral (R6) were identified onsite. No wetlands or open
waters were identified. Representative field data sheets were completed to document the presence
or absence of all wetland parameters. These data stations are included as Appendix A: Field Data
Stations.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

Timmons Group would appreciate your review of the enclosed maps and attachments, and
confirmation of the 1709 Chapel Hill Road Site Waters of the U.S. wetland delineation. Please feel
free to contact me at [phone], or anna.reusche(a)timmons.com if you have any questions or
would like to schedule a site visit to confirm the jurisdictional boundaries.
Sincerely,
Timmons Group
Anna Reusche
Environmental Project Manager
Enclosures
MAPS
Figure 1 Vicinity Map
Figure 2 FEMA Flood Map
Figure 3 Environmental Inventory Maps (including soils)
Figure 4 Preliminary Jurisdictional Waters of the U.S. Delineation Map
ATTACHMENTS
Appendix A Field Data Sheets
Appendix B USACE JD Request Forms
Appendix C Agent Authorization Form

MAPS

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TaD
Tarrus silt loam, 8 to 15 percent slopes
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Wilkes gravelly loam, 8 to 15 percent slopes
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Legend s
Project Study Limits - 111.9 Acres
U a Rim ■ Wx'D a
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Resource Pending Confirmation Resource
Identification PFO I PSS PEM POW R3 R4
R6 JD Description
sq fl) (sq it (sq 1t) (sq fl) (If) (If)
(It) (If) Notes'
A
335 NT/NV
335 793
BN.ando
NT/NV
C
32 NT/NV
D2285
NT/NV
E
11 NT/NV
F 95
NT/NV
G
40 M/NV
Total 0 2,620 888
418 0
Totalaq ft 0.00 ac
9261f
' T=Tidal; NT= Non -tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustdne Forested Wetland;
PSS=Palustdne SombShrub Welland; PEM=Palustrine Emergent Welland; POW= PalusMne Open
Water, EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=lydermittenl Streams;
R6 = Ephemeral Streams; JD= Jurisdictional Ditch
Legend
Project Study Limits - 111.9 Acres
© Stream Identifier
Wetland Flag
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Topographic Contours
10 Foot
2 Foot
NOTES
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
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I
Resource Pending Confirmation Resource '
Identification PFO P55 PEM POW R3 R4 R6 JD Description
(sq fl) (sq ft) (sq ft) (sq fl) (10 (IfJ (10 (IfJ Notes"
A 335 NT/NV T
B 335 793 NT/NV r ° !A
C 32 NT/NV
D 2285 NT/NV - 511 ; �' _ - r S t t
E 11 NT/NV
F 95 NT/NV'�y r 1 y
G 40 M/NV 40
.� a
Total 0 0 0O 2,620 888 478 0 _ i'
Total Welland Area= 0agft 0.00 ac j 'Pf
Y L
Total Stream Length = 3,9261f µf �� � �!5 ♦ i �x
' T=Tdal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustdne Forested Wetland;
PSS=Palusldne ScrubSM
hmb Wetland; PEM=Palustdne Emergent Welland; POW= Palusne Open 'Ar - •
Water, EIW= Estuarine Intedidal Wetlands; R3= Upper Perennial Streams; R4=lydermittenl Streams; `' V A& } a
R6 = Ephemeral Streams; JD= Jurisdictional Ditch
Legend
Project Study Limits - 111.9 Acres f r l +
© Stream Identifier r' r
Wetland Flag ar u
Culvert-
�Perennial Stream (R3) fr -
Intermittent Stream (R4)
Ephemeral Stream (R6)
Topographic Contours`' - a
7
10 Foot •� ��
2 Foot
460
7
NOTES: i;,� i .!
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP. r•
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE. -
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
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Resource Pending Confirmation
Resource
Identification PFO P55 PEM POW R3
100 200
JD Description
(sq ft) (sq ft) (sq ft) (sq ft) (10
(10 Notes"
A
NT/NV
B 335
NT/NV
C
NT/NV
D 2285
JR4R
NT/NV
E
NT/NV
F
NT/NV
G
M/NV
Total 0 0 0 0 2,820
0
Total Wetland Area = 0 aq ft 0.00 ae
Total Stream Length = 3,9261f
' T=T111; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine
Forested Wetland;
PSS=Palusldne ScmbShmb Wetland; PEM=Palustdne Emergent Welland; POW= PalusMne Open
Water, EIW= Estuarine IntemdaI Wetlands; R3= Upper Perennial Streams; R4=IMermittenl Streams;
R6 = Ephemeral Streams; JD= Jurisdictional Ditch
Legend
Project Study Limits - 111.9 Acres
© Stream Identifier
Wetland Flag
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Topographic Contours
10 Foot
2 Foot
NOTES
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
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APPEDIX A
FIELD DATA STATIONS

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal=_)
Absent
Weak
Moderate
Strong
1"Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
= 0
Yes = 3
Sketch:
Q artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

APPENDIX B
COE REQUEST FORMS

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Anna Reusche, Timmons Group, 5410 Trinity Road, Suite 102, Raleigh, NC 27607
919-866-4500; [e-mail]
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District Office,
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
1709 High School Road. Chapel H,•; NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: orange City: Chapel HIII
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.9436 ON; Long. 79.0776 °W.
Universal Transverse Mercator:
Name of nearest waterbody: Jolly Branch
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
3925 linear feet: 2-3 width (ft) and/or acres.
COwardln Class: Streambed
Stream Flow: Ephemeral/Intermittent/Perennial
Wetlands: acres.
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
11 Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Preliminary Jurisdictional Waters of the US Delineation Map
✓❑ Data sheets prepared/submitted by or on behalf of the
appii nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: chapel Hill 7 5 Min. Quad
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation:
0 National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
0 FEMA/FIRM maps: Wake County (MAPS
❑ 100 -year Floodplain Elevation is;
(National Geodectic Vertical Datum of 1929)
❑ Photographs: `� Aerial (Name & Date): Wake county IMAPs
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
PA
or

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied u -on for
later 'urisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
11
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http:Ilwti %v. saw. usace.army, miI Missions_RegglatorvPerinitProffmn.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Anny Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: (9l 0) 251-4025
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDQT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 1709 High School Road
City, State: Chapel Hill, NC
County: orange County
Directions:
Parcel Index Number(s) (PIN): 9779686385
B. REQUESTOR INFORMATION
Name: Anna Reusche, PWS
Mailing Address: 5410 Trinity Road, Suite 102, Raleigh, NC 27607
Telephone Number: 919-866-4500 (0); 919-816-7745 (C)
Electronic Mail Address l: [e-mail]
Select one:
❑ I ain the current property owner.
n✓__ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address
F✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
1, the undersigned, a duly authorized owner of record of the property -properties identified herein,
do authorize representatives of the Wilmington District, U.S. Arany Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act andlor Section 10 of the Rivers and Harbors Act of
1899.
Please see attached
Property Owner (please print) Date
Property Owner Sigature
E. 3URISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Carps provide a preliminary 3D for the properly identified herein.
This request does include a delineation.
ElI am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation,
❑ I am requesting, that the Corps delineate the boundaries of all Wo[US on a property/project
area -and provide an approved JD (this may or may not include a survey plat).
I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approvcd JD (may or may not
include a survey plat).
A For NCDOT requests foliawing the current NCDaTJUSACE protocols, skip to Part E.
Waters of the United States
Version: December 2013 Page 4

F.
❑✓
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 129 +/-
acres
IlI verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form.
F✓ Project Coordinates: 35.9436 N
Latitude -79.0776 W
Maps (no larger than 11x17) with Project Boundary Overlay:
Longitude
Large and small scale maps that depict, at minimum: streets, intersections, towns
W— Aerial Photography of the project area
W— USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
7 Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11 x 17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
httu:/lwww.usa[:e.arniy_mil/Missions/Ciyi[WorksJRegulatorynroggramandpermitslreg supp.asox
Wetland and Stream Assessment Methodologies can be found at:
httn: ]portal.ncderir.orgJc/document librarylget€ile?uuid=76f3c58b-dab8.4960•ba43.45b7faf06f4c&grounld=38364 and,
hUgL:ILWww.saA.i�spi.e_ army.millPortals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
1. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at Feast one original Plat (to scale) that is no larger than f 1 "x 17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
F] Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
0 Must be legible
F1Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
a Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
1-1 When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
When the entire actual Jurisdictional Boundary is depicted_
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
When uplands may be present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
1-1 include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

APPENDIX C
AGENT AUTHORIZATION FORM

5/31 /2016
Blake Hall
Timmons Group
5410 Trinity Rd, Suite 102
Raleigh, NC 27607
Dear Mr. Hall:
PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
405 Martin Luther King, Jr. Blvd.
Chapel Hill, NC 27514-5705
Telephone [phone]
Fax [phone]
www.townofchapethifl.org
As requested, the Town Public Works Department has performed a stream determination on the
property identified on the attached forms. This determination indicates whether different types of
streams (perennial, intermittent, and/or ephemeral) or perennial waterbodies are present on the
property in question or nearby properties. These streams and their classifications are shown on the
accompanying map. Stream segments regulated by the Jordan Lake Stream Buffer ordinance are
highlighted. Locations of all features on the map are aaaroximate and must be field
surveyed for precise location.
This stream determination information is used to determine the location and extent of the Resource
Conservation District and Jordan Lake Stream Buffer. Specific land use regulations and
restrictions apply within the boundaries of these protected areas. If you are considering any kind of
work on your property, including clearing vegetation, paving, grading, or building, please consult
with the Town Planning Department to determine the possible extent of the Resource Conservation
District and Jordan Lake Stream Buffer on your property and corresponding regulations.
This classification will remain in effect for five years from the date of the site visit before a request
for reclassification will be considered, unless the stream channel characteristics are significantly
altered as a result of watershed changes.
In accordance with the Town's procedures, you may appeal this administrative decision to the
Town Manager. If you wish to do so, you must file your written appeal accompanied by any
materials you believe support your appeal, within 30 days of receipt of this letter.
If you have questions regarding stream determinations, please contact me at [phone]. If
you have questions regarding the Town's Resource Conservation Districts or the Jordan Riparian
Buffer regulations, please contact the Planning Department at [phone], or view information
online at http://www.townofchapelhill.org/index.aspx?page=1615.
Regards,
Dave Milkereit
Stormwater Specialist

VIN O�
pyo pEL
PLANNING DEPARTMENT
405 Martin Luther King, Jr. Blvd.
Chapel Hill, NC 27514-5705
Telephone [phone]
Fax [phone]
www.townofchapelhill.org
STREAM DETERMINATION RECORDS REVIEW
Property Information
Parcel ID Number (PIN)
Address / Location Description
9779-68-6385
1709 High School Rd
9779-79-3970
After reviewing Town GIS information, USGS 1:24,000 Topographic maps, and County Soil Survey maps,
have determined no new stream determination will be required for the property(ies) listed above for the
following reason(s):
❑ No unclassified streams or waterbodies, streams or waterbodies identified as requiring a new
classification or determination, or unidentified flowlines (possible streams) are shown within 150 feet of
the property in question on the Town's GIS, the USGS 1:24,000 Topographic map, or the County Soil
Survey map for the area.
❑ A Resource Conservation District boundary was set on a recorded final plat for the property in
question, and there are no streams or waterbodies shown on the USGS 1:24,000 Topographic map or
County Soil Survey within 150 feet of the property.
® A stream determination has been done for this property, a property uphill or upstream, or a nearby
property as of May 26, 2011 or later, and that stream determination applies to this property. A copy of the
documentation for the relevant site visit(s) is attached.
Relevant PIN(s): 9870-60-9427
A map showing water features, their Town flow classifications, presence of Jordan Riparian
Buffers, and their approximate locations is attached. Origins or breakpoints that have been
flagged in the field are marked on the map.
Other conditions exist which may affect the location of the Resource Conservation District or Jordan
Stream Buffer:
❑ FEMA floodzone is mapped in the area. Precise location of the Base Flood Elevation and associated
Resource Conservation District must be determined by a field survey commissioned by the owner or a
representative.
® Segments of perennial or intermittent stream are piped in the area. These segments do not have an
associated Jordan Stream Buffer.
❑ Possible Jurisdictional Wetlands have been identified in the area. A formal review by a professional
certified in Jurisdictional Wetland Delineation is recommended.
Town Staff signature
5/31/2016
date
Version 8/26/2013

PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
405 Martin Luther King, Jr. Blvd.
Chapel Hill, NC 27514-5705
Telephone [phone]
Fax [phone]
www.townofchapelhill.org
STREAM DETERMINATION SITE VISIT RESULTS
Property Information
Parcel ID Number (PIN)
Address / Location Description
9779-68-6385
1709 High School Rd
9779-79-3970
These are the results of a site visit to the properties listed above for a stream
determination conducted on 5/25/2016 & 5/27/2016 by Town Staff:
❑ No perennial, intermittent, or ephemeral streams or perennial waterbodies were
identified on or near the property(ies) in question.
❑ Perennial, intermittent, or ephemeral streams, or perennial waterbodies, were
identified on or near the property(ies) in question and shown on the attached map(s).
A map showing water features, their Town flow classifications, presence of
Jordan Riparian Buffers, and their approximate locations is attached. Origins or
breakpoints that have been flagged in the field are marked on the map. Stream
classification forms and additional site visit notes and maps are also attached.
Other conditions exist which may affect the location of the Resource Conservation
District or Jordan Stream Buffer:
❑ FEMA floodzone is mapped in the area. Precise location of the Base Flood
Elevation and associated Resource Conservation District must determined by a field
survey commissioned by the owner or a representative.
® Segments of perennial or intermittent stream are piped in the area, as shown on the
map. These segments do not have an associated Jordan Stream Buffer.
❑ Possible Jurisdictional Wetlands have been identified in the area. A formal review
by a professional certified in Jurisdictional Wetland Delineation is recommended.
Town Staff signature
date
5/31/2016_
Version 8/26/2013

Stream Determination Area Map
• • • • Unclassified Stream
0
Non-regulated Waterbody
Address: 1709 High School Rd
- - Ephemeral Stream
E p
Non -perennial Waterbody
-- Intermittent Stream
Wide Perennial Stream parcel ID:9779-79-3970, 9779-68-6385
Perennial Stream
Perennial Waterbody N
[� Culverts
Approximate Jordan Buffer
2 -foot Contours
Q
Ephemeral Breakpoint
10 -foot Contours
Q
Intermittent Breakpoint
Buildings
O
Perennial Breakpoint 0 305 610 1,220 Feet
Parcels Wider
RCD Buffers may apply I I , , I 1 inch = 625 feet
Q Site visited
Stream locations are approximate and must be verified by survey.
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<FNA CIRC'fill�
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Created by Town of Chapel Hill Public Works Department Stormwater Management Division Date: 513112016
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Created by Town of Chapel Hill Public Works Department Stormwater Management Division Date: 513112016

USGS 24K Topographic / County Soil Survey Maps
Site Parcel Boundary
0 300 600 9001,200 Feet
1 inch = 1,000 feet
Address: 1709 High School Rd
Parcel ID: 9779-68-6385, 9779-79-3670
Created by Town of Chapel Hill Public Works Department - Stormwater Management Division- 5/26/2016

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Date: yl ' ; , — Project'Site-- -- f- Latitude: 1
Evaluator: F County: `Longitude:
Total Points: Stream Determination (circle one) Other
=a�n 14 a: pheme I intermittent Perennial e g 0 ja•9A,ame:
at uere.np.iar 0
A. Geomorphology (Subtotal = l
Absent Weak
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Strong
I' Cort nuity of &annel bed and 'baric
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3
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k 4 Particle size of s'rea :-, substrate
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Cites !
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tl
0.5
1 1
1.5
10. Natural valley
0 �
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i 1" I
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1 Secor.d or greater order &arnei
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art'ridal ditJ es are rot ra<sc see : sruss,cns ir narual
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12- Presence of Baseflo'N
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j 14. Leaf liter
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I
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! 3 1
2
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Date: 1
-r — -- ect,'site
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Total Points:
a
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County:
Latitude:
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Stream Determination (circle one) Other
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❑ate: f !jam Proj.ect'site -- Latitude:
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0 1
2
3
5 ACt,vp:. e!3Ct fEco�'cia n
! 0
1
2'
3
� fi. DpPos-;ional cars or berch
L
` 1
2 I
3as
7. Recent alluvia! deposits
0
"t 1
2
3
8. Headcuts
1 17. Soil -basad evrdence of high wa-ar taoie?
2 !
3
9. Grade cortrel
D
t-4 5
1
1 5
10. I1aturai valley
D
i [J-5. '
1
1.5
11. Second or greaiar order c�arnel
ti -3 0)
Yes = 3
art fid 31 dit,hes are not ra'ec s-, t 7--uss i ons in manual
B- Hydrology (Subtotal = 2— 7
12- Presence of Baseflow
I
1
2
3
13. Iron oxidizir•c_ b3ct3r•a I
0?
1
2 3
11. Leaf litter I
1.5
0
15. 5edlrr.er--t or. pl3rts cr d?brls
0
Ef ..i
1 1-5
1 16- Organic debrs lines or piles
0
0.5
.5 1.5
1 17. Soil -basad evrdence of high wa-ar taoie?
i loi= D.'
Yes = 3
C. Biology (Subtotal =
13. Fibrous roots it strear:noed 1
3
2
0
19. Footed upland ala^ts in strear^bed i 3 i 2 1
i 20. Nlacrobenthes mote d'i lenity and ab+.ndarcel i 2 I 3
21 Aquatic Moil sks 1` �_ 1 I 2_ J 3
22. Fis" i o.5 1 1 5
23 Crayfish ,� k 0.5 1 1-5 {
21. Arrahibians 1 -�1 i 05 I 1 1 5 i
25. Algae
26 U`/etlard nlar.ts In ;trearlaed I FACW = 0.75 OBL = 1 5 Other
'persrrrial strea:rs ria/ a'•so `3e identiirad using ether rlethods See n 35 3f marual
l�iotes: _-.-
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d;,
NC' DNN'Q Stream Idendflcation Forth Versinn 4.11
Date: Project -Site
k.us
Evaluator; H? County: Longitude:
Total Points; Stream Determination (circ one) Other
�:'•,a,m r; a. i nnial if_r 3C* 1911,
Ephemeral Intermitten Peri wv3� n,a.Te;
7> 1y 7T O�r3.7rl18i lf� 3 i
A.
Geomorphology Subtotal = 1
Absent I
Weals i Moderate I Strong
13
Conlin.;iti of channel bed and baric
i 0
1 3
2.
S nuos+ty of charm! ai❑^g thalweg
! ❑
1 3
3
In cnarnel s'rac re- ex r1'ia pawl s'ap poo!
7. Racer•t alluv a! deocs!:s
3
I 2 I
riaoie-acai sequence
8. Heaccutsi
1
�Heccrd
[u3€ vaffey 0�,=
0.5 11.5
r - or gr�a:�r �Ier a^r Y3E-13 E
Hydrology f5ubto[ai = 1
4. parlki e size of stream Subs--ra:a
0 I 1
CPI
3
5 Active:relict f€oodola'n
! 0 € 1
1 2
3
6. Deoos,tional bars or bare"es
{ 0' 1
1 2 i
3 J
7. Racer•t alluv a! deocs!:s
'3 i 1
I 2 I
3
8. Heaccutsi
1
I
1 2 I
.nr- �r rr.r
6 1 0.5
i r17 {
15
�Heccrd
[u3€ vaffey 0�,=
0.5 11.5
r - or gr�a:�r �Ier a^r Y3E-13 E
Hydrology f5ubto[ai = 1
_B.
12. Presence of 3asefla'rr
j 0
j 1 i�
,
3 f
i 13 Iran oxioizzinc bacter'a
0
G 2..
2
^
j 14 Leaf litter
1.5
i 1
0 5
r
15 Sedimer-t or. plarts or debrs
01.-
1
1 2 I
15 Organic debris lines or piles
0
0.5 !
1
1.5
17. Soil -basad e'�iCenc2 ct i iCh ha: (epic?
No = 0 I
Y=s - ?'
23. Cray -Fish ? 0 0.5
{ 24Amphibians 0 ! 0 5
1 25 Alcae 1] I 0-5 1 1 1.5 l
26 WeVar.d Alar is in s.raarnbed I FACW = 0.75 DSL = 1 5 0feq= 0
perer�Islr p rs mai �31Cantina using srher r 2I'�ncs
see p ]3 sf ma^ua�
ote
Sketch.
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13 Fibrous roots in strear"bed
{ 3
2
,
?
19. Footed uoIard aIarts in strearr bed
! 3
G 2..
20 Macroberthos [gate diversity and abundance)
0
l 1
I 2 i-
3
4 21. Aquatic NIuilusks
0.
1
1 2 I
E 22. Fish
l 0
OJ 5
1 l
1 5
23. Cray -Fish ? 0 0.5
{ 24Amphibians 0 ! 0 5
1 25 Alcae 1] I 0-5 1 1 1.5 l
26 WeVar.d Alar is in s.raarnbed I FACW = 0.75 DSL = 1 5 0feq= 0
perer�Islr p rs mai �31Cantina using srher r 2I'�ncs
see p ]3 sf ma^ua�
ote
Sketch.
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N'C DWO Stream Id entjfication Fot-ns Version 4,1 f
Date: 1 / . Project)Site. ! Latitude: '
Evaluator: County: ! Longitude_
Total Paints: ts- Stream Determination circ I Other
5trearn is at least infermlf ef?r Ephemeral Intermittent(,eren keg quad Na -e:
r(? f 9 6r o@±er7ri7aj !f >_ 3✓' �- ■ L",
A. Geomorphology (Subtotal = 1
Absent
Weak
Moderate
Strong j
13 Continuity of channel bed and bank
0
i 1
2
3
2. Sinuosity of channel along thalweg
j 0
1
2
3
3 In -channel structure: ex. riffle -pool. step -pool.
0
1
2
3
riocie pool sequence
k 1.5
1
0.5
0
4. Particle size of s,rearn su45tra?e
0
1
2y 1
3
5 Activelrelict floodalarn
0
1
2
3
6. Depositional bars or benches
0
1
2
3 I
T Recent alluvial deposits
0
k c 1
I 2
3
8- Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1 5
10. Natural valley
4
0.5
1
1.5
11- Second or greater order charnel
1
No = 0
Yes,-= 3 ,�
22. Fish
' 3r1ificial ditches are not ra'.eC. see irscusswis In manual
c
B. H drol❑ (Subtotal = }
12. Presence of Basefiow
0
1
2
C
13. Iron oxidizing bacteria
r 0
1
2
3
14- Leaf litter
k 1.5
1
0.5
0
15. Sediment on plants or debris
I 0
0.5
1 k
1.5
16. Organic der7ris lines or piles
0
0.5
1
1-5
17. Sail -based evidence of hic,*' water taoie?
No = 0
I Yes= �
I
C. Biology (Subtotal = 7
13. Fibrous roots in strearnbed
3
2
1 j 1
0
j 19. Rooted upland plarts in streambed
2
1
0
r 20- Macrobenthos mote diversity and abundance)
I 0
1
2 ' !
3
21, Aquatic Mollusks
0. I
1
2
3
22. Fish
0 i
0.5
1 1
1.5
23. Crayfish
' �'
0.5
1
1.5 j
24. Amphibians
k 0
: 0.5,.
1
1.5
1 25- Algae
I 0
0.5
1 l
1.5
26 Wetland plants rn s.rearnbed
FAC'JW = 0-75.
OBL = 1 5 Other = D
perennial slr�a rs may a so 5e dentiF�ed using ether r ethads. sae p 35 If manual-
Nates:
Sketch:
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w
\L iJ�l L �TI'Etlltl ICI�I]f3ilCAilUf1 tilt"til tl ]1rJl� +.1 r
Date; Project'Site Latitude
Evaluator: r. r County; -� Longitude:
Tota! Points: Stream Determination (clrci n. Other
5 =a„gra at le3a[+r,.r^�+[te'[ r� I Ephemeral Intermittent erenni e g Qua Na -e
�:
f 19 or oe .'rrlrai if 1 3: '
A.
Geomor holo (Subtotal = r i
Absent
Weak Moderate I
Strong 1
j 13
Contin jity of channel bed and bar.K i
0
1 2 '
3 '
2.
S:nuosity of charnel atanc thalweg I
0 i
1 2
3
r 3
Ire -channel structtira ex- ril"Oe-pool, stag -cool.
r:ooie-pool sequence
0
1 2 y
3
4
Particle size of s'raarr s,bs'ra:a
0 11
2
u
i 5
Aovv?lreiict €ioodplarn I
0 1
1 I 2
3
6.
Dapositionalbars or barcres 1
0
1 I 2
i 3
l 7.
Recer:t alluvial d,pcsi;s I
0 I
1 { 2
l 3 I
8.
Headcuts I
0 i
t 2
3
9 Grady control
10- N at�ral valley 0 1 0' i 1 I 1-5
11- Second or graa,er order &arn9l No 6 ! _ Yes = 3
B. Hvdrologv (Subtotal =
12,
Pres ar,ce of 3aseflow
0
i 1 i
2
1 3
I 13.
iron oxirizirq_ bactera
I
1
2
3
T 4.
Leaf litter
1.5
11 i
05
l 0
15
Sediment on olarts or deuri5
125 Algae
('' 0.5„ ' 1
T
1.5
16.
ar.anic decr:s iines or piles
0
0.5
1-
1 1.5
17, Soil -based e-iidarce or hir;^, ha--ir t3 QW) Ply = G Yes
C. Biol❑ [subtotal = y
13 Fibrous roots in st earnoed 3 2 1 I 0
i s Rnnrarf i:niant nlarts in strearnbed 3 2 1 0
200 Ntacroberthos (nota diversity and abundance)
0
1 2 . l
3
21 Acuatic hfol"usks l
D-
t 1 2 i
3
22- Fish' i
0
0-5 1
1.5
23. Crayfish
0
0.5 1
1.5
124- Arnohibians
0
.0 5 I 1
1-5 i
125 Algae
0
1 0.5• ' 1 I
1.5
i 25 Weyand plants in strear ;bed
FAC`('! = 0.75 OBL1 fisher = 0
� rernial straarrs r^sy a'sc be dar,tii ed (sing !her rreib.acs. See
pe�
Notes'
F
r.uai .dee 17Co4et 4 &6? 4,—
i
9- at ]r' i fL- J�t�� iJ ALAS i� � v: 5'� PoVa 9A4.'1j
5�2�6ie: etl�il�� r r� `
e4 .16,
r kru c ll.4' VrA r
�'d.�� ��f"�i��r1 �'� �.�. � �tJ!'7l��fCe��f' ir+Grf r {`% it � 1��`C�t� 13�r i'►1?C'J S
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I
XC DN72 Sti eam Id entitication Form \ ersion 4.11
Date: Projec VSite Latitude:
Evaluator: ��! ,.. 4 County: Longitude:
Total Points: Stream DetermjnAtJcircle one) j Other
"4ea1uat I.IVIIN m^e9 I Ephemer n[etmit Perennial eg Os3Jrams,
1r2 t 3 v ee=nnia rA_ 34'
A Geomorphology Sitiyal = - ' i
3 2
13. Roo!ad uoland alerts in streambed
Absent Weak
Moderate
Strong
i 1' Cortin.:iy of channel bed and barn
01
I —�I
2
3
2 Stnuosi'./ of charnel along tha'ro=s,
0 1
2
3
3 In -channel strice..re ex. df, e -pool s:epmool
0 rt
2
9
3
8 Headcuts
0
1
a. Particle s¢=_of steam suds!ra:e
3 2
13. Roo!ad uoland alerts in streambed
! 3
5 Ac.verelic: flcodoia.n 0
0
2
3
S- DeooVwal bars or beenhes
0
1 7 1
2
3
7. Racent all,, al deposlu
0
1
2
3
8 Headcuts
0
1
2
3
9 Grace tomo;
0
0.5
1
15
10. Natural vall ere
0r0.5
OBL =(f fi LOdher 0
1
1.5
11 Secord or g ez .r order crarnei
Plc
'res = 3
- emnuai crier., are nor ra'ec se= aiacusleris it rr.a. Bei
B. Hydrology ISubloml
12. Presence of Sasefiox 0 1 2 3
13. Iran oxid'¢inc_ bacteria 0 1 2 3
15. Leaf l itar 1.5 1 0 5 0
15 Sedirnent on plarts or deods 1 0 1 0.5 1 ! 15
15 Orgaruc debris Ines or piles I 0�. .5 1 . 1.5 j
17 Sol -based aicence of m1 1. face^ No€Qi Yes =3
r`. Rinlnnv lSnhty` l = - t
113. Fibrous mots In streambed
3 2
1 _ 0 �,
13. Roo!ad uoland alerts in streambed
! 3
1
0
20. 1acroberthos lnote ci•.er'lV, and abun[ance) 0 }
2
3
21 Aquatic Moilus'xs
0 7
2
3
22 Fs^
0 0.5
1
15
23. Creyfish
0 0.5
1
t.5
2a Am hb res
0
1 1
15
1 25 Ali
1 0 0.5,
I 1 11,5
28. Wetland plars m streambed
I FACCv4 = 073
OBL =(f fi LOdher 0
'pers,.ai 3V=arns mai a!ee be dentine: usins :Nen^etPocs Sae p 35 Jr manual.
Not -s I
I
Ar ✓!5
/All - e
S:catCft: �.�Qf/ls!/'1'v/ G✓Ld!�✓'r !L/'ICFYr�!.l(P �� �¢r%I Q GV fiF-Id'✓1v�.
J J S
A+ 2,0 -7, tr rcr� .� xy �.ow. r� s. h �,i ,41 .�i.�;� , A S
DralM%70.St{ 64%7 (C �'lUi /�il�.'�Jy'L�� iJ �L/f bi" CJI JIP,J :.//2fa�
r'd 4
ync/%�A-c s'fGN-dJ r�®nl ,n l�'S'
I
'.
e

NC D %VQ Streani Iden H ricatioit Fot-ni Version 4.l l
Date: `' r �.
Project'Site Latitude
Evaluator: 1 County: Longitude:
Total Points: Stream Determination (cirr-le one) Other
Stnea,r is at 1?as[ rr. _ ^; r Ephemeral (Mt-ermftte t Perennial j e ��a: Na—e:xoee�.-.imaiffa 3C'
A. Geomorphology I Sub! -O:31 =
! Absent
Weak
Moderate
I Strong
13 Cortin.uity of channel bec' and bank
0
1
2
3
2. Sinuosity of charnel a arc tha',,,eg
ti
1
l 2
3
13 In-cnann?I strac�jra ex s=ap-accl.
� �
1
2
If
! 3 I
1 riboie-pool sarluence
l
NO.= 0
I
I
4. Particle size of 5'rea7 5. a:e
0 l
1
2
3
' 5 ACt^i� clic; flaodala ^
3
1_
2
_ 3 +
6. Deaosl'ional bars or ber.cras
1 3
1
_ 2 -
3
7. Recert all:xvia' deposits
i
1
2
3 i
8. Hzadcu'.s
4
1
2
3
9 Grade control
i 0
0.5
1
1
1 10_ Natural valley
j 0 i
0 5
t —
1.5
11. Second or Grsxar order c`arnei i Ai•a;= d Yes = 3
- arr5rial dit_-6'es are not ra:ac: saa t:s,;ussicns it nar-t;al
B Hydrology (Subtotal = 1
12. Presence of Baseflok 0
1 2 ! 3
1_13. Iron oxidizing bac•er a
i 0
l 1
2
3
14. Leaf litter
1 1.5
i 1
I fl.5 i
C
15 Sedliment on plarts or ded•is
0
I Q•5
i 1
1.5
16. Organic debrs lines or piles
I 0
l 0.5 .
1 l- --
1.5 I
IT Soil -based e,.(rdance )f h,icn wa:er taoie?
!
NO.= 0
I Yas = 3
I
C. Biology f Subt'ntal = t
1 13 Fibrous roota in s raar-bed
3
2
! 1 +
0
j 19• Reefed upland alerts in strsambed
1 3
2
1
0 I
20. NI acroberthes `note diversity and abundance)
0 ,
1 1
E 2 !
3
21- Acuatic 14t'al!usks
0
1
I 2 I
3
22. Fis^
i 0
0-5
1
1.5
23. Crayfish
{ Q
l 0.5
t —
1.5
24. A,^nahibians
I 0
0.5
1
1 5
25. Aicae
0
0.5
1
1.5
i 7t� V'Jat!ar,d ❑lents m s;rear bed i FACVi = 0 75 OBL = 1 5 Ocher = 0
'Derernial strew rs rna.l also oe danrf+ using steer -^erhoc3 Sae c 35 of man---------------
ual.
Notes: 7j
- r
1/,vei/L' _td) Va.' C2 Y rjacc/i
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N'C D11 Q Streani, entificatiwi Fot-ni V-ei'Si()t1 4.11
ale.PrajecL'Sita Latitude.
Evaluator: County: i Longitude:.
Fatal Points:
f 3 y cr ogrannra if a 3•,
Stream Determination (circle one) other
Phemerol.intermittent Perennial i n gra Na—'
A. Geornorpholo2y isobtotal =_
,'
1
3
I ; 4 Leaf litter
Absent
Nl k
Moderate f
Strong
1 } Continuity of channel bed and Da
0 5
3
2
0'
3
2. Sinuosity of &arnal aiprc tn3',,ey
G
1
2
'yes = 3
3
3 In -r, vanrel struc:.ra ex. rig ie -peal. s'a Dr1ai
1
2
3
riooie-pool sequence
k a. Particie siza at ar^ 5�bstr3:e
r'
t
2
3
5 Atitwe,�'ziict Fioor'pla-.n
r•
1
2
3
6. Deoasit:onaf bars or barehes
r
1
f 2
3
7. Recent allural deocsi,s
i 1
I 2 1
3
a. Headcuts
3
1
j 2
3 1
9. Grade cor:trpl
G
_ 0.5
1 I
1 5
13. Natural valley
0
0.5
1
1.5
11. Secord or greatAr or.er c. arnei
Plu = C
Yes = 3
artfEcial ditches 3r= rzt natac. seg :3ousacns it ^:a^uai
B. Hvdrology 1Subtotai = 1 y
12- Presence of Baseflow "'0 ; i 2 i 3
13 iron ox:c!izino bacteria
,'
1
3
I ; 4 Leaf litter
1-5
1 1 i
D•5 G j
15 Sedirnert on plarts or debris
0
0 5
3
13 Grganic debris lines or piles
0'
0.5 !
1 1.5
17- Soil -basad e.idence of hien Ara -a1 tame"
0
NO
'yes = 3
C. Biology (Subtotal = 1
1 13 Fibrous roots in straar~bed
3
2 1
0
19. Roo±ed upland atarts in s'raan b?d
3 I
2 ' 1
i 20. 6lacroberthos fneta ;iver3ity and 3oundance]
0 '
1 2
3
i 21. Aquaft ivlol! sks
0.
1 2
3 ;
22. Fish
0
0.5 1
1.5
23. Crayfish, �0. i 0.5 ? 1.5
24knohibians f7 I 4.5 ? 1 1 5
1 25 Alca?
1 25 Wetland plants ,n s:rearnb.ed FAUN = 0 75 GBL = 1 5 Dtner = 0
'eersrriai str-'m.may 3= be idanffe d ising pErur MethoCs Sae w 36 of manual.
Notes:
cam". f���. J�I�.��^'�� �- di 1��i � �, y �. � .'� ��•
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,2-�2/f0�-;tl�
-- DNN Q -MrC IIII idCnhiiCat toi1 1,ot•111 � erytr.:n �.t f
Of
Date: L� 2� Project Site Latitude:
i
Evaluator: rf r County: Longitude:
Total Points: Stream petermination (circle one) Other i
S•r=a,m:s s: laa,;t+r7r_ �jihemer.af�intermittent Perennial j
if,a? ?^n a: rf a 3 : ' - -
A. Geomorphology Siibtetal = Absent 1Plt„ak Mflderate i Strang
1' Co+niin-,it/ of &annel fed and Cary. 0 1 2 3
2. S.nuosit7 of &arnel aio^c fha',veg d 9 1 i 2 3 I
3 In -channel slmict;re ex. rrie-000l. step-aooi. m E t i 2 j 3
nooie-000l sequence
1 5 Act:ve:,elic: floodoia!n
I
tlo��
r=5 = 3 -
5- Deposit oral bars or bercl-es
G I
2
3
1 7. Recent alluvial deposits
2
3
8. Haadc�:ta
�Q7 i 1
! 2
3
9 Grada Control 4 a,. f i 0 5 1 ! 1 5 +,
10. Nat,rel Valley i D.a 1 1.5
1 11. Secord or greater or;er charnel j ij'7 ? � Ye' 3
' art R---21 ditct as are not ra:aC: sae s.uss;c sir manual
B. H drolo y fSubtatal = �2• 1
l 12. Presarce of Baseflorr j ,� I 2 t 3 1
i 13. Iron oxidizing tbaCt?ria 0 2 3
1-4. Lea; litter I 1-5 1 1 1 I C
1 15 5?cirnert or . liar is or debtsL6l i 05 t - - 1 1.5
1
15- Organic debts imes or piles 0 i 0.5 1 1.5
.7. Soil -basad ev:Cence o* i7r ria:ar t3�ic'
I
tlo��
r=5 = 3 -
C. Biology (Subtotal = 1
13 ribrous roots ir. s:r?araed
3
2 ' i
0
1 D. P.owad upia^C alarfis in strear-bed
3
I
� 1
r i
20 Prlacrober.t:res' otA diversit-j and at:undarica}
! [
f
1 2
_ 3
21. Aquatic M:Wgists
i
1 2
3
1 22. F sh
0155 E 1
1 a
23. Crayr;sr
24. Arnohibian3
_
25- Alr2P
0.5 I 1
1.5
1 26 VAI-a'.'and Dlarts in s,rearr:aad
FAC'N = 0-75 OBL = 1 5 Otter = 0
pararr tai 'atr33,rs mai a!3G -c dentitie'd �sin7 3 r er —e- hccs Sae n 35 :if fna^ua!
Notes:
k
Sketch; A�,� �l}%••�
F'
lf�f
r f /
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tiC D11'Q Streattl Wellri#ication FM't11 '4 cz-'�irrn 4.11
Date; f l Project_'Slte Latitude:
Evaluator 1 County: Longitude:
Total Points: Stream Determination (cion ) Other
Ephemeral In to r mitten k Perenoal j e g X13:: Na -e,
ff.2 17 :)toe re. -Int ar it 2 K
A, Geornarphology lSublotal = Absent Weals Moderate I Strong
1' Canting t,I of crannel bei, and bark 1 0 1 2 1
2. 5:nuosi:y of Carnal aio^.g thalweg 1 6 1 2 3
3 In-Cranr.el strjcturs- ex. rtuie-pool. step -000l. I Q 1 , 2 J 1 3
rf��le-7aG! 3e.Gueni:e
4. Particle size of s;rearn 5-Astr a:e
0
1
-
2 1
3
i 5 Actwelre!lct Floodoialn
1 Q
!
2 _•
3
6- Depos,tioral bars or berches
0
1
i [ 2)
3
7. Rac?nt all :via! dapostzs
0
f i
2
3
! 8. Headcuts
0
1
2 1
3
9 Grads control
0
0.5
1 1
1.5..
10- Nat-jml valley
0
0.5.
i 1
1-5
11- Second or grearar order Charnel
I
Piz = v
Yas
artificial dit--t-es are not ;a =c: s=e c;a:cussicrs it r'a%ai
B. Hydrology lSubto:ai = 7
12. Presence of BasePow
0 j 1
2
3'
13. Iron ox?dizinc bactcr'a
Q
2
3 1
1 "- Lear litter
1.5 1 I
05
1 0
1 15 Serdirr.er.t or.. alar:s or deo•'s
0 i 0.5 !
1
1 1.5
18- Organic dears Innes or piles
0 l 17.5
1
i 1.5
17- Soil -bas -3d endence of hicr- xs+-3r taoi�3r
Pio = 0
rap`- j
G. Biology (Subtotal =
X13 Fibro.s roots it straar^bed 3
1 13. Raoteu' uoland Marts in 5'7ear^eed 3 2 1 G
20. Macrober'thos Irc1= diversity a!nd abundance) 0 1 L 3
1 21. AcuatlC 0 i 1 2 I_ 3
272 Fish1 0.5
23- Cra ffish Q. 0.5
24. Arnor,Ibiar,s 01 1 0-5 1 1 1 5
! 0.5 ! 1 1
125 Alra� _ __ 5 I
i 26. VVet`ar'd alarts rn 5trearnbed Fr1C'N = 0 75 OBL = 1 5 Giber = 0
- Der 9rr:raI str-aarr5 r"al 3:so bed ar[I{re;r iiSkng Wither r^.elhocs See ,^� 3� 7F manUai.
NJ' rnra s-
d[qtr vi fy GJP-� - ��►`r'�.rr�s tC
I l
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2 , '�7 1, , .�v h(0
NC D%N Q Stream Iden h icatiun 1 -urn) A ersion 4.11
Date: - Prolect'Site 1. Latitude:
Evaluator: ,r County: I Longitudes.
Total Points: Stream Determination (cir Other
Ephemeral Intermit!., Peren a Gua0 �aT
172 ri ]r..3nOi9� II>_ 3C' J
A Geornor2hology Si Subtotal = 1 Absent Weak Moderate I Strong
11 Continjity of channel bed and bark
1 0 1
! 2
�3
2 S- sity f "Wmela:o^gtha'Neg
1 0
2
3
3.In-chanrel straee.:re ex. ri'.e-pool. step -pool
rlooie-poo[
0 )
2
t 3
4. Parllde sizs of stream sabstr3ta
0 1
2
3
5 ACtrvehefet Floodpiam I u I Q I ' L 1 o
1 6
Dsoos `oral bars or beeches
0
! L -i
2
1_ 3
7
Recent alluytal d'_posi5
2 -
3
2
0-
8.
Hzadwls
0
! 1
1.5
3 1
j 9.
Grade control
! 0
0.5
1
15
10
N t rel valley
! u
1 (0.$
1
1.5
111.
Second or gre3.r order charnel
I Yes F 3)
Nor= 0 I
C. Biolcov (Subtotal= - )
yes = 3
'srt ficial Cit -res 3ecnt's--a see ars a�nne it ma^ual
B. Hydrology (Subtotal= rGy 1
7
- 7
0
12. Presence of Baser. x
0
1
2 -
3
j 131ron mxCizrg bactera
0-
1
1 2
3 1
14 Leaf litter
1.5
' 1
I ,_05., i
0
j 15 Szdimert an plarts or dab?s
0
0.5
1 !
L5
16 Organic deors Ines or piles
1 0
0.5
1
15 !
17 Sail -based e`ndence of hien na:a, taole7
No = 0
I Yes F 3)
1
C. Biolcov (Subtotal= - )
1 25. Algae
0 i
0.5
t 1
13. Fibrous mats In str=_arbed3
7
- 7
0
19. Rooted uplard olarts In s'reambed
3
2
1 !
0
1 20. Macfoberthos (note Jeers'h and abundance)
0
1
I
3
21Aquatic Mollusks
3
F21.
F22
�0
05
1
15
23. Crayfish
1 0
0.5
1 )
1.5 !
24. Amphibians
-0.'1
05
1
1.5 , 1
1 25. Algae
0 i
0.5
t 1
1.5 1
26. Wetland plants In strearebed
FAUN = 0.73
O81 = 1 5 Gina, = 0
n ... —.i so-=axs mar also he idemifie^. usinc other,.N.as Saa b 35 of manual.
Notes:
Skateh'.

NC (]WO.Stream ldvotiFication Form Vei-ilo l 4.11
A
Date: '.Project'Site Latitude:
a��-•:j % �r
Evaluator ?. .fywe- County, i Longitude:
Total Points: Stream Determination (circlene) Other
= 3,r,sa!le.e.(rr;_•m1':a t r nn al i r, 'r;a—e
Ephemeral Intermittent e e ram
--
A- Geomorpholag_y ISubtotal- "'*'�_}
Absent
Weak I
Moderate i
Strong
13 Cortina t.y of channel bed and rar 'K i
0
1
2
3 _
2- &nl.osity of channel a:o^g t^a:r,;e, !
0
1
2
3
3 Ir-charref structjra� ex. rif`ie-pool. s,ap-pool
r,U�ie-pool saouance
0
1
�
C2)_
3
4. paric!e size of s-rearr sa1astra:3 1
0 1
1
(2 I
3
5 Active!relic; fioodola,n !
0
1 1
2
3
E. DeDositional ;ars or benches 1
0.
1 k
2
17 Racer.t aff;;via' d-epcsits
0. i
i .;
2
3
i3. Haadcuts
0
r 1')
2 i
3
9 Grade cortrol
0
G.5 I
1
1 5
10- N3::;ral valley 0 0-5 1 1.5
11. 5ecar.d or graa:ar orter crarr No = 0 Y'} 3
' art V1c;.a] ditchas ars not -a'-3c s=e ; s r manLA
B Hydrolog f Subto:ai-
i12. Preserce of Base€!o N 0 1 2 j
1 13. Iron oxicizinc bacteria -- - I 0 "•7 2 I
1-1. Leaf litter I 1.5 17 0.5 0
1 15 Sedirr.ert on pisrts or debris
1 13 Organic debris lines or piles
t 7. Soil -based evidence or rig.^. 'naher tao,e"
C. Biology f Subtoia!
13 Fibrous roots in s:rearnoed
0 1 0 1 1 1 1-5
0 1 0-5 ! 1 I 1.5
NO 0 1 Y42 1
3
19- Footed u❑lard al arts in streambed ! 3 1 (2) 1 1 0
20- Ivlacrober.t`ios (note diversity and abundance) ! 0 I 1 2 ' 3
i 21. Aquatic N1o1!,sks 6P 1 1 2 1 3
22. Fish i
0
0.5 !
1
23. Cray4ish
0 k
0.5
1 1-5
24, A.rDhibian-s i
0' �
0 5 !
i 1.5
1 25. Alcae
0 I
(0, :) !
_ 1 I 1.5 1
1 26 Wetland plants in s:rearrbed FACVi = 0 75 QBL = 1 5 Other = 0
pererrial strep rs may 3'so he dantifsed using ather .netnocs yea p 3` of ria^uw
Nates:
I
ey C 4-4:.��
51�ch: ti
r
I �
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2 7?
\C' [)\N O Stream Identificarion Fnrni Version 4.11
Date: ';j 'I11 ;
Project'Slte
Latitude:
_
Evaluator:
County: County:
1
j Longitude:
Total Points:
Stream Determination (circle one)
Other
at least +nr8rmrttent
Ephemeral Intermitt>-jit Perennial
e g Quad Name:
f 19 or Derenniaf if i 30' . r
2:
0�
A. Geomorphology +.Subtotal = I Absent I Weak Moderate - Strong
1 13 Continuitv of channel bed and bank 0 1 t 2.J 3
2. Sinuosity of channel along thalweg
o
1 L1
2
- - --
3 j
3 In -channel structure- ex. riffle -pool, step -pool.
noole-pool sequence
0
I
[,1.
3.
4. Particle size of stream substrate
0
1 j
2:
0�
5 Activelrelict floodplain
0
1
c 2._-
3
6, Depositional bars or benches
0
L_•' l
2 j
3
7. Recent alluvial deposits
0
1
2
3
B. Headcuts
C 0
1
2
3
9. Grade control
0
0.5 I
r f
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order charnel
Ho = 0
Yes = 3
artificial ditches are not ra'ed: see tiscuss cns in manual
B. Hvdroloav fSubtolal = t '0".;p 1
12. Presence of 8asef:o,v
0
f 1?
2
3
13- Iron oxidizing. bacteria
0
2- ;
[,1.
0
14. Leaf fitter
'• -5
1
, 0.5
-v
0�
15. Sediment on plants or debris
1 0
0.5
1
_
5
-1r, - organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water taoie?
j No = 0
Ya§ = 3~
I
C. Bio100V [Subtotal = , . )
18. Fibrous roots in straambed
3
I 2
-
1
C_0_)__119.
Rooter; upland plarts in stream bed
3
2- ;
[,1.
0
20 P.lacrobenthas (note diversity and abundance)
0
C1
2
3
21. Aquatic Mollusks
4
I 1
2
3
22. F sh
0'
0.5
1
1.5
23. Crayfish
i 0
0.5
T-1)
1.5
24. Amphibians
i 0
0.5
1
"T.a
25. Algae
I 0
co. "
1 4
1.5
26. Wetland plants in streambed
I
FACW = 0.75: 08L 1..5,,'Other = 0
'perennial strear s may also be € den tifiied using other methods. Seep 35 of manual -
Notes:
l+ I ' � +` `�Q rrt _ r . i �Z� dr (4%
�I ; Mfr Gt.[" ,rG'�r ►.
aLJJ�rf
>V� �1
+ `J1
V22-
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I

VJ �z f
\C D«•Q 4treaiii IdcntiIicarion Forni Versiorl 4.11
Date: r'f � l I � Project; Site ` ' — - Latitude -
Evaluator: ' / ' / County: S Longitude;
Total Points: Stream Determination (circle one) other
,',=a' 7
Eph��l Intermittent Perennial i = u3d Na
rr ? 3C' r'
A. Geornorpholo Sub!otal =—b-1
Absent
Weak
j Moderate
I Strong
13 Contmjitj of channe! bed and .apt
0
3
2
3
2. Siruosi'y of channel along thal nieg
0 ?
3rt; iICIa1 6tr_,,es are riot `3::C se a•crs it rra.., ;€
B Hydrology lSubto:ai = }
2
3 I
3 In -channel structure ex. riffie- ool. stag -0001.
rc7ie wool sequence
f-1
• _..
t
i 2
3 i
!
j 4. RartiCfe sits of s'rea^- subs?raze
0 i
1
[_
3 i
5 Acavelralict Roodola;n
+
1
I 2
3
6 Deoosi;iorai bars or berries
!
t
I 2
3 1
:h I
/TIN
1 2
1 3
i 9. Grade cortrol
1 0 1 i
1 i
1.5
i 10 N at ir31 valla`/
. 0 i
t 11.5
3
11 Second or greater or;er c? arnei
i No
YDS = J
1 5
3rt; iICIa1 6tr_,,es are riot `3::C se a•crs it rra.., ;€
B Hydrology lSubto:ai = }
od
1 0 5 1 L
1.5 f
Preser,Ce of 3asaflo,v
? 1 j
2
3
1 13 Iron cxitizing bacteria
Cal 1
2
3
Leaf litter
l 1.5
FAC"N = 0.73 QBL = 1 5 0 7,er 0)
5 S dimert on p!3rts or d?bris
13. Organic dabr.s lines or piles 6 t3 1 i 1 5
17. Soil -basad ev r(lence of r,.1rn w?,er tanie? !JA = 1 Yes = 3 i
C. B Talo G Subtdta I
13 Fibrous mass in s:r'ar'oed 3 2
j 19- Roo`vd uplard aiarts ir. s' ear, bed ! 3 2 1 �0
{ 20 Nlarrabenthcs ,Acte diversity 3rid 3CiJndancel
2
3
21A4uat'c klo;! sass
2 {
3
f 22. Fis"
; if7'
0.5 1
1 5
-
` 23. Crayfish-
od
1 0 5 1 L
1.5 f
124. Amphibians
005
1 1
1 5
25, Alc.ae
0
! 0.5 ! 1 i
1.5
26 ',N-a"and giants In 5zrearnbed
-
FAC"N = 0.73 QBL = 1 5 0 7,er 0)
p?r'-nnr3i 3trea rs rna� 3'sG .^.e idanli[4e, '-Is,ng rher mfr acs 5e � 3� ar manual- 1
I
o
Piotes:
G{
u� �y sl �
�.
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PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
405 Nlar6n Luther King, Jr. Blvd.
Chapel Hill, NC 27514-5705
Telephonc (919) 969-72.96
Fax [phone]
www.townofthap elhill.o rg
REQUEST FOR STREAM DETERMINATION
Stream determinations are used to determine whether the Resource Conservation District or the Jordan
Stream suffer will apply to a property, and the areas protected if that is the case, There is no fee for
stream determinations. By default, we will search records and notify you if a site visit is not needed for a
property.
❑ Check here if you want Town staff to conduct a stream determination. A new site visit may not be
needed if a determination has been done in the last five years. Turnaround time is within two weeks for
single-family lots depending on weather conditions, staff availability, and size of the lots.
Requests may be emailed (aMiikereitCc townofichaeihili.org), faxed, dropped off at Town Nall or the
Stormwater Office, or mailed to the above address care of `Stormwater Specialist',
Requester's Name: 64KE Y
Mailing Address 5 y/0 .5u -7a /47
City, State, ZIP-
Phone / FAX / Email: �Iq ' PG6- y� ���gII - PSIL9 1. �&ke . 44 t;1%,.,n„ [I C, �
Check method(s) for
reportto be sent: ® us Mail XL Email ❑ FAX ❑ Call for pickup
Signature of p party owner or designated legal agent granting permission to Town Staff to enter
the property ' s�i�ated for purposes of a Stream Determination:
(Signature) �l%IU-10rrrt �; xzlu" ] (Date)
Owner Name(s);r4leLc�-�.P4a.Pa CTS/ Se�LS
Property Information
fill in both columns, orfi11 in Parce! 10 Number (PIN) and attach a site map indicating location
Parcel ID Number (PIN)
R��gIaP�J ?5
91,7179397❑
977`g6963P5
Address / Location Description
1704 H-7614 SCHWC 90A0 , rNq�c Rx(c
Where the total area of the property(ies) to visit is over 3 acres please attach an
topographic map with current landmarks.
or a
Ver5lon Q3fo7j1,.O`:F

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2016-01904 County: Orange U.S.G.S. Quad: NC -Chapel Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Chapel Hill Board of Education
Mr. William J. Mullin
Address: 750 S. Merritt Mill Road
Chapel Hill, North Carolina 27514
Authorized Agent: Timmons Group
Mr. George Buchholz
Address: 5410 Trinity Road, Suite 102
Raleigh, North Carolina 27607
Size (acres) 111.9
Nearest Waterway Bolin Creek
USGS HUC 03030002
Nearest Town Chapel Hill
River Basin Cape Fear River
Coordinates Latitude: 35.944687
Longitude: -79.078391
Description of the project location: The proiect area is identified as an approximate 111.9 acre tract of land, located on Orange
County, North Carolina Parcel 9779686385. This parcel is located at 1709 High School Road, Chapel Hill, Orange County,
North Carolina. Work in waters of the United States would occur in Jolly Branch, an indirect tributary to the Cape Fear
River (03030002).
Description of projects area and activity: The applicant, Chapel Hill Board of Education, has requested a Department of the
Armv authorization to discharge fill material into waters of the United States in coniunction with the construction of the
Chapel Hill Middle/High School Expansion. Project activity will involve constructing new facilities on campus, and
constructing an access road between the northern (high school) and southern (middle school) section of the campus; which will
also provide a second ingress/egress access point for emergency vehicles. Implementation of the proposed proiect will result in
the discharge of fill material into 154 linear feet of stream channel (106 permanent; 48 temporary) in order to facilitate the
installation of the above referenced access road. All other impacts associated with the Chapel Hill Middle/High School
Expansion will be constructed in uDlands, outside of waters of the United States. Conmensatory mitigation is NOT required in
coniunction with the aforementioned activities.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 39- Commercial and Institutional
Developments
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated November 27, 2016. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.

For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailev(&usace.armv.mil.
Date: December 8, 2017
Expiration Date of Verification: March 18, 2022
Digitally signed by
DAILEY.SAMANT
DA.SMNTHA.J.1 387567948
AU.S.
DNI rUSAo Government, ou=DoD,
HA.J.1387567948
con=DAIILEYSAMANTHAJJ 387567948
Corps Regulatory Official:
Date: 20,7.,2.08,0:53:,7-05'00'
Date: December 8, 2017
Expiration Date of Verification: March 18, 2022

Action ID Number: SAW -2016-01904 County: Orange
Permittee: Chapel Hill Board of Education
Mr. William J. Mullin
Project Name: Chapel Hill Middle/High School Expansion
Date Verification Issued: December 8, 2017
Project Manager: Samantha Dailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NATIONWIDE PERMIT 39
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Commercial and Institutional Developments. Discharges of dredged or fill material into
non -tidal waters of the United States for the construction or expansion of commercial and
institutional building foundations and building pads and attendant features that are necessary
for the use and maintenance of the structures. Attendant features may include, but are not
limited to, roads, parking lots, garages, yards, utility lines, storm water management facilities,
wastewater treatment facilities, and recreation facilities such as playgrounds and playing
fields. Examples of commercial developments include retail stores, industrial facilities,
restaurants, business parks, and shopping centers. Examples of institutional developments
include schools, fire stations, government office buildings, judicial buildings, public works
buildings, libraries, hospitals, and places of worship. The construction of new golf courses
and new ski areas is not authorized by this NWP.
The discharge must not cause the loss of greater than 1/2 -acre of non -tidal waters of the
United States. The discharge must not cause the loss of more than 300 linear feet of stream
bed, unless for intermittent and ephemeral stream beds the district engineer waives the 300
linear foot limit by making a written determination concluding that the discharge will result in
no more than minimal adverse environmental effects. The loss of stream bed plus any other
losses of jurisdictional wetlands and waters caused by the NWP activity cannot exceed 1/2 -
acre. This NWP does not authorize discharges into non- tidal wetlands adjacent to tidal
waters.
Notification: The permittee must submit a pre -construction notification to the district engineer
prior to commencing the activity. (See general condition 32.) (Authorities: Sections 10 and
404)
Note: For any activity that involves the construction of a wind energy generating structure,
solar tower, or overhead transmission line, a copy of the PCN and NWP verification will be
provided to the Department of Defense Siting Clearinghouse, which will evaluate potential
effects on military activities.

NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through
regulations or otherwise, must be installed and maintained at the permittee's expense on
authorized facilities in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United
States require the removal, relocation, or other alteration, of the structure or work herein
authorized, or if, in the opinion of the Secretary of the Army or his authorized representative,
said structure or work shall cause unreasonable obstruction to the free navigation of the
navigable waters, the permittee will be required, upon due notice from the Corps of Engineers,
to remove, relocate, or alter the structural work or obstructions caused thereby, without expense
to the United States. No claim shall be made against the United States on account of any such
removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life
cycle movements of those species of aquatic life indigenous to the waterbody, including those
species that normally migrate through the area, unless the activity's primary purpose is to
impound water. All permanent and temporary crossings of waterbodies shall be suitably
culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the
movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing
should be designed and constructed to minimize adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must
be avoided to the maximum extent practicable. Activities that result in the physical
destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity)
of an important spawning area are not authorized.
4. Mi rg atory Bird Breeding Areas. Activities in waters of the United States that
serve as breeding areas for migratory birds must be avoided to the maximum extent
practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish
populations, unless the activity is directly related to a shellfish harvesting activity
authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity
authorized by NWP 27.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris,
car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see section 307 of the Clean Water Act).
2

7. Water Supply Intakes. No activity may occur in the proximity of a public water
supply intake, except where the activity is for the repair or improvement of public water supply
intake structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment
of water, adverse effects to the aquatic system due to accelerating the passage of water,
and/or restricting its flow must be minimized to the maximum extent practicable.
9. Management of Water Flows. To the maximum extent practicable, the pre -
construction course, condition, capacity, and location of open waters must be maintained for
each activity, including stream channelization, storm water management activities, and
temporary and permanent road crossings, except as provided below. The activity must be
constructed to withstand expected high flows. The activity must not restrict or impede the
passage of normal or high flows, unless the primary purpose of the activity is to impound water
or manage high flows. The activity may alter the pre -construction course, condition, capacity,
and location of open waters if it benefits the aquatic environment (e.g., stream restoration or
relocation activities).
10. Fills Within 100 -Year Floodplains. The activity must comply with applicable
FEMA -approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed
on mats, or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment
controls must be used and maintained in effective operating condition during construction, and
all exposed soil and other fills, as well as any work below the ordinary high water mark or
high tide line, must be permanently stabilized at the earliest practicable date. Permittees are
encouraged to perform work within waters of the United States during periods of low -flow or
no -flow, or during low tides.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety
and the affected areas returned to pre -construction elevations. The affected areas must be
revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly
maintained, including maintenance to ensure public safety and compliance with applicable
NWP general conditions, as well as any activity -specific conditions added by the district
engineer to an NWP authorization.
15. Single and Complete Project. The activity must be a single and complete
project. The same NWP cannot be used more than once for the same single and complete
project.
16. Wild and Scenic Rivers. (a) No NWP activity may occur in a component of
the National Wild and Scenic River System, or in a river officially designated by Congress as a
"study river" for possible inclusion in the system while the river is in an official study status,
3

unless the appropriate Federal agency with direct management responsibility for such river,
has determined in writing that the proposed activity will not adversely affect the Wild and
Scenic River designation or study status.
(b) If a proposed NWP activity will occur in a component of the National Wild and
Scenic River System, or in a river officially designated by Congress as a "study river" for
possible inclusion in the system while the river is in an official study status, the permittee must
submit a pre -construction notification (see general condition 32). The district engineer will
coordinate the PCN with the Federal agency with direct management responsibility for that
river. The permittee shall not begin the NWP activity until notified by the district engineer that
the Federal agency with direct management responsibility for that river has determined in
writing that the proposed NWP activity will not adversely affect the Wild and Scenic River
designation or study status.
(c) Information on Wild and Scenic Rivers may be obtained from the appropriate
Federal land management agency responsible for the designated Wild and Scenic River or
study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management,
U.S. Fish and Wildlife Service). Information on these rivers is also available at:
hLtp://www.rivers.gov/.
17. Tribal Rights. No NWP activity may cause more than minimal adverse effects
on tribal rights (including treaty rights), protected tribal resources, or tribal lands.
18. Endangered Species. (a) No activity is authorized under any NWP which is
likely to directly or indirectly jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the Federal Endangered
Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical
habitat of such species. No activity is authorized under any NWP which "may affect" a listed
species or critical habitat, unless ESA section 7 consultation addressing the effects of the
proposed activity has been completed. Direct effects are the immediate effects on listed species
and critical habitat caused by the NWP activity. Indirect effects are those effects on listed
species and critical habitat that are caused by the NWP activity and are later in time, but still
are reasonably certain to occur.
(b) Federal agencies should follow their own procedures for complying with the
requirements of the ESA. If pre -construction notification is required for the proposed activity,
the Federal permittee must provide the district engineer with the appropriate documentation to
demonstrate compliance with those requirements. The district engineer will verify that the
appropriate documentation has been submitted. If the appropriate documentation has not been
submitted, additional ESA section 7 consultation may be necessary for the activity and the
respective federal agency would be responsible for fulfilling its obligation under section 7 of
the ESA.
(c) Non-federal permittees must submit a pre -construction notification to the
district engineer if any listed species or designated critical habitat might be affected or is in the
vicinity of the activity, or if the activity is located in designated critical habitat, and shall not
begin work on the activity until notified by the district engineer that the requirements of the
ESA have been satisfied and that the activity is authorized. For activities that might affect
Federally -listed endangered or threatened species or designated critical habitat, the pre -
construction notification must include the name(s) of the endangered or threatened species that

might be affected by the proposed activity or that utilize the designated critical habitat that
might be affected by the proposed activity. The district engineer will determine whether the
proposed activity "may affect" or will have "no effect" to listed species and designated critical
habitat and will notify the non- Federal applicant of the Corps' determination within 45 days of
receipt of a complete pre- construction notification. In cases where the non -Federal applicant
has identified listed species or critical habitat that might be affected or is in the vicinity of the
activity, and has so notified the Corps, the applicant shall not begin work until the Corps has
provided notification that the proposed activity will have "no effect" on listed species or critical
habitat, or until ESA section 7 consultation has been completed. If the non -Federal applicant has
not heard back from the Corps within 45 days, the applicant must still wait for notification from
the Corps.
(d) As a result of formal or informal consultation with the FWS or NMFS the
district engineer may add species-specific permit conditions to the NWPs.
(e) Authorization of an activity by an NWP does not authorize the "take" of a
threatened or endangered species as defined under the ESA. In the absence of separate
authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take"
provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person
subject to the jurisdiction of the United States to take a listed species, where "take" means to
harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage
in any such conduct. The word "harm" in the definition of "take" means an act which actually
kills or injures wildlife. Such an act may include significant habitat modification or degradation
where it actually kills or injures wildlife by significantly impairing essential behavioral
patterns, including breeding, feeding or sheltering.
(f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take
permit with an approved Habitat Conservation Plan for a project or a group of projects that
includes the proposed NWP activity, the non-federal applicant should provide a copy of that
ESA section 10(a)(1)(B) permit with the PCN required by paragraph (c) of this general
condition. The district engineer will coordinate with the agency that issued the ESA section
10(a)(1)(B) permit to determine whether the proposed NWP activity and the associated
incidental take were considered in the internal ESA section 7 consultation conducted for the
ESA section I0(a)(1)(B) permit. If that coordination results in concurrence from the agency
that the proposed NWP activity and the associated incidental take were considered in the
internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district
engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP
activity. The district engineer will notify the non-federal applicant within 45 days of receipt of
a complete pre -construction notification whether the ESA section 10(a)(1)(B) permit covers the
proposed NWP activity or whether additional ESA section 7 consultation is required.
(g) Information on the location of threatened and endangered species and their
critical habitat can be obtained directly from the offices of the FWS and NMFS or their world
wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and
http://www.nmfs.noaa.gov/pr/species/esa/ respectively.
19. Migratory _ Birds and Bald and Golden Eagles. The permittee is responsible for
ensuring their action complies with the Migratory Bird Treaty Act and the Bald and Golden
Eagle Protection Act. The permittee is responsible for contacting appropriate local office of the
U.S. Fish and Wildlife Service to determine applicable measures to reduce impacts to migratory
5

birds or eagles, including whether "incidental take" permits are necessary and available under
the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular
activity.
20. Historic Properties. (a) In cases where the district engineer determines that the
activity may have the potential to cause effects to properties listed, or eligible for listing, in the
National Register of Historic Places, the activity is not authorized, until the requirements of
Section 106 of the National Historic Preservation Act (NHPA) have been satisfied.
(b) Federal permittees should follow their own procedures for complying with the
requirements of section 106 of the National Historic Preservation Act. If pre -construction
notification is required for the proposed NWP activity, the Federal permittee must provide the
district engineer with the appropriate documentation to demonstrate compliance with those
requirements. The district engineer will verify that the appropriate documentation has been
submitted. If the appropriate documentation is not submitted, then additional consultation
under section 106 may be necessary. The respective federal agency is responsible for fulfilling
its obligation to comply with section 106.
(c) Non-federal permittees must submit a pre -construction notification to the
district engineer if the NWP activity might have the potential to cause effects to any historic
properties listed on, determined to be eligible for listing on, or potentially eligible for listing on
the National Register of Historic Places, including previously unidentified properties. For such
activities, the pre -construction notification must state which historic properties might have the
potential to be affected by the proposed NWP activity or include a vicinity map indicating the
location of the historic properties or the potential for the presence of historic properties.
Assistance regarding information on the location of, or potential for, the presence of historic
properties can be sought from the State Historic Preservation Officer, Tribal Historic
Preservation Officer, or designated tribal representative, as appropriate, and the National
Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction
notifications, district engineers will comply with the current procedures for addressing the
requirements of section 106 of the National Historic Preservation Act. The district engineer
shall make a reasonable and good faith effort to carry out appropriate identification efforts,
which may include background research, consultation, oral history interviews, sample field
investigation, and field survey. Based on the information submitted in the PCN and these
identification efforts, the district engineer shall determine whether the proposed NWP activity
has the potential to cause effects on the historic properties. Section 106 consultation is not
required when the district engineer determines that the activity does not have the potential to
cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required
when the district engineer determines that the activity has the potential to cause effects on
historic properties. The district engineer will conduct consultation with consulting parties
identified under 36 CFR 800.2(c) when he or she makes any of the following effect
determinations for the purposes of section 106 of the NHPA: no historic properties affected, no
adverse effect, or adverse effect. Where the non -Federal applicant has identified historic
properties on which the activity might have the potential to cause effects and so notified the
Corps, the non -Federal applicant shall not begin the activity until notified by the district
engineer either that the activity has no potential to cause effects to historic properties or that
NHPA section 106 consultation has been completed.
71

(d) For non-federal permittees, the district engineer will notify the prospective
permittee within 45 days of receipt of a complete pre -construction notification whether NHPA
section 106 consultation is required. If NHPA section 106 consultation is required, the district
engineer will notify the non -Federal applicant that he or she cannot begin the activity until
section 106 consultation is completed. If the non -Federal applicant has not heard back from the
Corps within 45 days, the applicant must still wait for notification from the Corps.
(e) Prospective permittees should be aware that section I l0k of the NHPA (54
U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant
who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally
significantly adversely affected a historic property to which the permit would relate, or having
legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps,
after consultation with the Advisory Council on Historic Preservation (ACHP), determines that
circumstances justify granting such assistance despite the adverse effect created or permitted
by the applicant. If circumstances justify granting the assistance, the Corps is required to
notify the ACHP and provide documentation specifying the circumstances, the degree of
damage to the integrity of any historic properties affected, and proposed mitigation. This
documentation must include any views obtained from the applicant, SHPO/THPO, appropriate
Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects
properties of interest to those tribes, and other parties known to have a legitimate interest in the
impacts to the permitted activity on historic properties.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover
any previously unknown historic, cultural or archeological remains and artifacts while
accomplishing the activity authorized by this permit, you must immediately notify the district
engineer of what you have found, and to the maximum extent practicable, avoid construction
activities that may affect the remains and artifacts until the required coordination has been
completed. The district engineer will initiate the Federal, Tribal, and state coordination
required to determine if the items or remains warrant a recovery effort or if the site is eligible
for listing in the National Register of Historic Places.
22. Designated Critical Resource Waters. Critical resource waters include, NOAA-
managed marine sanctuaries and marine monuments, and National Estuarine Research
Reserves. The district engineer may designate, after notice and opportunity for public
comment, additional waters officially designated by a state as having particular environmental
or ecological significance, such as outstanding national resource waters or state natural
heritage sites. The district engineer may also designate additional critical resource waters after
notice and opportunity for public comment.
(a) Discharges of dredged or fill material into waters of the United States are not
authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for
any activity within, or directly affecting, critical resource waters, including wetlands adjacent
to such waters.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and
54, notification is required in accordance with general condition 32, for any activity proposed in
the designated critical resource waters including wetlands adjacent to those waters. The district
engineer may authorize activities under these NWPs only after it is determined that the impacts
to the critical resource waters will be no more than minimal.
7

23. Miti ag tion. The district engineer will consider the following factors when
determining appropriate and practicable mitigation necessary to ensure that the individual and
cumulative adverse environmental effects are no more than minimal:
(a) The activity must be designed and constructed to avoid and minimize adverse
effects, both temporary and permanent, to waters of the United States to the maximum extent
practicable at the project site (i.e., on site).
(b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or
compensating for resource losses) will be required to the extent necessary to ensure that the
individual and cumulative adverse environmental effects are no more than minimal.
(c) Compensatory mitigation at a minimum one-for-one ratio will be required for
all wetland losses that exceed 1/10 -acre and require pre -construction notification, unless the
district engineer determines in writing that either some other form of mitigation would be
more environmentally appropriate or the adverse environmental effects of the proposed
activity are no more than minimal, and provides an activity -specific waiver of this
requirement. For wetland losses of 1/10 -acre or less that require pre -construction notification,
the district engineer may determine on a case-by-case basis that compensatory mitigation is
required to ensure that the activity results in only minimal adverse environmental effects.
(d) For losses of streams or other open waters that require pre -construction
notification, the district engineer may require compensatory mitigation to ensure that the
activity results in no more than minimal adverse environmental effects. Compensatory
mitigation for losses of streams should be provided, if practicable, through stream
rehabilitation, enhancement, or preservation, since streams are difficult -to -replace resources
(see 33 CFR 332.3(e)(3)).
(e) Compensatory mitigation plans for NWP activities in or near streams or other
open waters will normally include a requirement for the restoration or enhancement,
maintenance, and legal protection (e.g., conservation easements) of riparian areas next to open
waters. In some cases, the restoration or maintenance/protection of riparian areas may be the
only compensatory mitigation required. Restored riparian areas should consist of native
species. The width of the required riparian area will address documented water quality or
aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each
side of the stream, but the district engineer may require slightly wider riparian areas to address
documented water quality or habitat loss concerns. If it is not possible to restore or
maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or
coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or
shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the
district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas
and/or wetlands compensation) based on what is best for the aquatic environment on a
watershed basis. In cases where riparian areas are determined to be the most appropriate form
of minimization or compensatory mitigation, the district engineer may waive or reduce the
requirement to provide wetland compensatory mitigation for wetland losses.
(f) Compensatory mitigation projects provided to offset losses of aquatic
resources must comply with the applicable provisions of 33 CFR part 332.
(1) The prospective permittee is responsible for proposing an appropriate
compensatory mitigation option if compensatory mitigation is necessary to ensure that the
activity results in no more than minimal adverse environmental effects. For the NWPs, the
preferred mechanism for providing compensatory mitigation is mitigation bank credits or in -
N.

lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number
and type of mitigation bank or in -lieu credits are not available at the time the PCN is submitted
to the district engineer, the district engineer may approve the use of permittee -responsible
mitigation.
(2) The amount of compensatory mitigation required by the district engineer must
be sufficient to ensure that the authorized activity results in no more than minimal individual
and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR
332.3(f)).
(3) Since the likelihood of success is greater and the impacts to potentially
valuable uplands are reduced, aquatic resource restoration should be the first
compensatory mitigation option considered for permittee -responsible mitigation.
(4) If permittee -responsible mitigation is the proposed option, the prospective
permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation
plan may be used by the district engineer to make the decision on the NWP verification request,
but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2)
through (14) must be approved by the district engineer before the permittee begins work in
waters of the United States, unless the district engineer determines that prior approval of the
final mitigation plan is not practicable or not necessary to ensure timely completion of the
required compensatory mitigation (see 33 CFR 332.3(k)(3)).
(5) If mitigation bank or in -lieu fee program credits are the proposed option, the
mitigation plan only needs to address the baseline conditions at the impact site and the
number of credits to be provided.
(6) Compensatory mitigation requirements (e.g., resource type and amount to be
provided as compensatory mitigation, site protection, ecological performance standards,
monitoring requirements) may be addressed through conditions added to the NWP
authorization, instead of components of a compensatory mitigation plan (see 33 CFR
332.4(c)(1)(ii)).
(g) Compensatory mitigation will not be used to increase the acreage losses
allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of
1/2 -acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than
1/2 -acre of waters of the United States, even if compensatory mitigation is provided that
replaces or restores some of the lost waters. However, compensatory mitigation can and should
be used, as necessary, to ensure that an NWP activity already meeting the established acreage
limits also satisfies the no more than minimal impact requirement for the NWPs.
(h) Permittees may propose the use of mitigation banks, in -lieu fee programs, or
permittee -responsible mitigation. When developing a compensatory mitigation proposal, the
permittee must consider appropriate and practicable options consistent with the framework at
33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources,
permittee -responsible mitigation may be environmentally preferable if there are no mitigation
banks or in -lieu fee programs in the area that have marine or estuarine credits available for
sale or transfer to the permittee. For permittee -responsible mitigation, the special conditions of
the NWP verification must clearly indicate the party or parties responsible for the
implementation and performance of the compensatory mitigation project, and, if required, its
long-term management.
(i) Where certain functions and services of waters of the United States are
permanently adversely affected by a regulated activity, such as discharges of dredged or fill
9

material into waters of the United States that will convert a forested or scrub -shrub wetland to
a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be
required to reduce the adverse environmental effects of the activity to the no more than
minimal level.
24. Safety of Impoundment Structures. To ensure that all impoundment structures
are safely designed, the district engineer may require non -Federal applicants to demonstrate that
the structures comply with established state dam safety criteria or have been designed by
qualified persons. The district engineer may also require documentation that the design has
been independently reviewed by similarly qualified persons, and appropriate modifications
made to ensure safety.
25. Water Quality. Where States and authorized Tribes, or EPA where applicable,
have not previously certified compliance of an NWP with CWA section 401, individual 401
Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district
engineer or State or Tribe may require additional water quality management measures to ensure
that the authorized activity does not result in more than minimal degradation of water quality.
26. Coastal Zone Mana _eg ment. In coastal states where an NWP has not previously
received a state coastal zone management consistency concurrence, an individual state coastal
zone management consistency concurrence must be obtained, or a presumption of concurrence
must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional
measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
27. Regional and Case -By -Case Conditions. The activity must comply with any
regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e))
and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S.
EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone
Management Act consistency determination.
28. Use of Multiple Nationwide Permits. The use of more than one NWP for a
single and complete project is prohibited, except when the acreage loss of waters of the United
States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest
specified acreage limit. For example, if a road crossing over tidal waters is constructed under
NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss
of waters of the United States for the total project cannot exceed 1/3 -acre.
29. Transfer of Nationwide Permit Verifications. If the permittee sells the property
associated with a nationwide permit verification, the permittee may transfer the nationwide
permit verification to the new owner by submitting a letter to the appropriate Corps district
office to validate the transfer. A copy of the nationwide permit verification must be attached to
the letter, and the letter must contain the following statement and signature:
"When the structures or work authorized by this nationwide permit are still in existence at the
time the property is transferred, the terms and conditions of this nationwide permit, including
any special conditions, will continue to be binding on the new owner(s) of the property. To
10

validate the transfer of this nationwide permit and the associated liabilities associated with
compliance with its terms and conditions, have the transferee sign and date below."
(Transferee)
(Date)
30. Compliance Certification. Each permittee who receives an NWP verification
letter from the Corps must provide a signed certification documenting completion of the
authorized activity and implementation of any required compensatory mitigation. The
success of any required permittee -responsible mitigation, including the achievement of
ecological performance standards, will be addressed separately by the district engineer. The
Corps will provide the permittee the certification document with the NWP verification letter.
The certification document will include:
(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity -specific conditions;
(b) A statement that the implementation of any required compensatory mitigation
was completed in accordance with the permit conditions. If credits from a mitigation bank or
in -lieu fee program are used to satisfy the compensatory mitigation requirements, the
certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that
the permittee secured the appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the activity and
mitigation.
The completed certification document must be submitted to the district engineer
within 30 days of completion of the authorized activity or the implementation of any required
compensatory mitigation, whichever occurs later.
31. Activities Affecting Structures or Works Built by the United States. If an NWP
activity also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter
or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE)
federally authorized Civil Works project (a "USACE project"), the prospective permittee must
submit a pre -construction notification. See paragraph (b)(10) of general condition 32. An
activity that requires section 408 permission is not authorized by NWP until the appropriate
Corps office issues the section 408 permission to alter, occupy, or use the USACE project, and
the district engineer issues a written NWP verification.
32. Pre -Construction Notification. (a) Timing. Where required by the terms of the
NWP, the prospective permittee must notify the district engineer by submitting a pre -
construction notification (PCN) as early as possible. The district engineer must determine if the
PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to
be incomplete, notify the prospective permittee within that 30 day period to request the
additional information necessary to make the PCN complete. The request must specify the
information needed to make the PCN complete. As a general rule, district engineers will request
additional information necessary to make the PCN complete only once. However, if the
11

prospective permittee does not provide all of the requested information, then the district
engineer will notify the prospective permittee that the PCN is still incomplete and the PCN
review process will not commence until all of the requested information has been received by
the district engineer. The prospective permittee shall not begin the activity until either:
(1) He or she is notified in writing by the district engineer that the activity may
proceed under the NWP with any special conditions imposed by the district or division
engineer; or
(2) 45 calendar days have passed from the district engineer's receipt of the
complete PCN and the prospective permittee has not received written notice from the district or
division engineer. However, if the permittee was required to notify the Corps pursuant to
general condition 18 that listed species or critical habitat might be affected or are in the vicinity
of the activity, or to notify the Corps pursuant to general condition 20 that the activity might
have the potential to cause effects to historic properties, the permittee cannot begin the activity
until receiving written notification from the Corps that there is "no effect" on listed species or
"no potential to cause effects" on historic properties, or that any consultation required under
Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the
National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. Also, work
cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from
the Corps. If the proposed activity requires a written waiver to exceed specified limits of an
NWP, the permittee may not begin the activity until the district engineer issues the waiver. If
the district or division engineer notifies the permittee in writing that an individual permit is
required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the
activity until an individual permit has been obtained. Subsequently, the permittee's right to
proceed under the NWT may be modified, suspended, or revoked only in accordance with the
procedure set forth in 33 CFR 330.5(d)(2).
(b) Contents of Pre -Construction Notification: The PCN must be in writing and
include the following information:
(1) Name, address and telephone numbers of the prospective permittee;
(2) Location of the proposed activity;
(3) Identify the specific NWP or NWP(s) the prospective permittee wants to use
to authorize the proposed activity;
(4) A description of the proposed activity; the activity's purpose; direct and indirect
adverse environmental effects the activity would cause, including the anticipated amount of loss
of wetlands, other special aquatic sites, and other waters expected to result from the NWP
activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed
mitigation measures intended to reduce the adverse environmental effects caused by the
proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s)
used or intended to be used to authorize any part of the proposed project or any related activity,
including other separate and distant crossings for linear projects that require Department of the
Army authorization but do not require pre -construction notification. The description of the
proposed activity and any proposed mitigation measures should be sufficiently detailed to allow
the district engineer to determine that the adverse environmental effects of the activity will be
no more than minimal and to determine the need for compensatory mitigation or other
mitigation measures. For single and complete linear projects, the PCN must include the
quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each
single and complete crossing of those wetlands, other special aquatic sites, and other waters.
12

Sketches should be provided when necessary to show that the activity complies with the terms
of the NWP. (Sketches usually clarify the activity and when provided results in a quicker
decision. Sketches should contain sufficient detail to provide an illustrative description of the
proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans);
(5) The PCN must include a delineation of wetlands, other special aquatic sites,
and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams,
on the project site. Wetland delineations must be prepared in accordance with the current
method required by the Corps. The permittee may ask the Corps to delineate the special
aquatic sites and other waters on the project site, but there may be a delay if the Corps does
the delineation, especially if the project site is large or contains many wetlands, other special
aquatic sites, and other waters. Furthermore, the 45 day period will not start until the
delineation has been submitted to or completed by the Corps, as appropriate;
(6) If the proposed activity will result in the loss of greater than 1/10 -acre of
wetlands and a PCN is required, the prospective permittee must submit a statement
describing how the mitigation requirement will be satisfied, or explaining why the
adverse environmental effects are no more than minimal and why compensatory
mitigation should not be required. As an alternative, the prospective permittee may submit
a conceptual or detailed mitigation plan.
(7) For non -Federal permittees, if any listed species or designated critical habitat
might be affected or is in the vicinity of the activity, or if the activity is located in designated
critical habitat, the PCN must include the name(s) of those endangered or threatened species
that might be affected by the proposed activity or utilize the designated critical habitat that
might be affected by the proposed activity. For NWP activities that require pre -construction
notification, Federal permittees must provide documentation demonstrating compliance with
the Endangered Species Act;
(8) For non -Federal permittees, if the NWP activity might have the potential to
cause effects to a historic property listed on, determined to be eligible for listing on, or
potentially eligible for listing on, the National Register of Historic Places, the PCN must state
which historic property might have the potential to be affected by the proposed activity or
include a vicinity map indicating the location of the historic property. For NWP activities that
require pre -construction notification, Federal permittees must provide documentation
demonstrating compliance with section 106 of the National Historic Preservation Act;
(9) For an activity that will occur in a component of the National Wild and Scenic
River System, or in a river officially designated by Congress as a "study river" for possible
inclusion in the system while the river is in an official study status, the PCN must identify the
Wild and Scenic River or the "study river" (see general condition 16); and
(10) For an activity that requires permission from the Corps pursuant to 33 U.S.C.
408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of
Engineers federally authorized civil works project, the pre -construction notification must
include a statement confirming that the project proponent has submitted a written request for
section 408 permission from the Corps office having jurisdiction over that USACE project.
(c) Form of Pre -Construction Notification: The standard individual permit
application form (Form ENG 4345) may be used, but the completed application form must
clearly indicate that it is an NWP PCN and must include all of the applicable information
required in paragraphs (b)(1) through (10) of this general condition. A letter containing the
required information may also be used. Applicants may provide electronic files of PCNs and
13

supporting materials if the district engineer has established tools and procedures for electronic
submittals.
(d) Agency Coordination: (1) The district engineer will consider any comments
from Federal and state agencies concerning the proposed activity's compliance with the terms
and conditions of the NWPs and the need for mitigation to reduce the activity's adverse
environmental effects so that they are no more than minimal.
(2) Agency coordination is required for: (i) all NWP activities that require pre -
construction notification and result in the loss of greater than 1/2 -acre of waters of the United
States; (ii) NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -
construction notification and will result in the loss of greater than 300 linear feet of stream
bed; (iii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per
running foot, or involve discharges of dredged or fill material into special aquatic sites; and
(iv) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than
30 feet from the mean low water line in tidal waters or the ordinary high water mark in the
Great Lakes.
(3) When agency coordination is required, the district engineer will immediately
provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a
copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural
resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of
NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to
notify the district engineer via telephone, facsimile transmission, or e-mail that they intend to
provide substantive, site-specific comments. The comments must explain why the agency
believes the adverse environmental effects will be more than minimal. If so contacted by an
agency, the district engineer will wait an additional 15 calendar days before making a decision
on the pre -construction notification. The district engineer will fully consider agency comments
received within the specified time frame concerning the proposed activity's compliance with
the terms and conditions of the NWPs, including the need for mitigation to ensure the net
adverse environmental effects of the proposed activity are no more than minimal. The district
engineer will provide no response to the resource agency, except as provided below. The
district engineer will indicate in the administrative record associated with each pre -construction
notification that the resource agencies' concerns were considered. For NWP 37, the emergency
watershed protection and rehabilitation activity may proceed immediately in cases where there
is an unacceptable hazard to life or a significant loss of property or economic hardship will
occur. The district engineer will consider any comments received to decide whether the NWP
37 authorization should be modified, suspended, or revoked in accordance with the procedures
at 33 CFR 330.5.
(4) In cases of where the prospective permittee is not a Federal agency, the district
engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential
Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the
Magnuson -Stevens Fishery Conservation and Management Act.
(5) Applicants are encouraged to provide the Corps with either electronic files or
multiple copies of pre -construction notifications to expedite agency coordination.
DISTRICT ENGINEER'S DECISION
1. In reviewing the PCN for the proposed activity, the district engineer will
determine whether the activity authorized by the NWP will result in more than minimal
14

individual or cumulative adverse environmental effects or may be contrary to the public
interest. If a project proponent requests authorization by a specific NWP, the district engineer
should issue the NWP verification for that activity if it meets the terms and conditions of that
NWP, unless he or she determines, after considering mitigation, that the proposed activity will
result in more than minimal individual and cumulative adverse effects on the aquatic
environment and other aspects of the public interest and exercises discretionary authority to
require an individual permit for the proposed activity. For a linear project, this determination
will include an evaluation of the individual crossings of waters of the United States to
determine whether they individually satisfy the terms and conditions of the NWP(s), as well as
the cumulative effects caused by all of the crossings authorized by NWP. If an applicant
requests a waiver of the 300 linear foot limit on impacts to streams or of an otherwise
applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51, 52, or 54,
the district engineer will only grant the waiver upon a written determination that the NWP
activity will result in only minimal individual and cumulative adverse environmental effects.
For those NWPs that have a waivable 300 linear foot limit for losses of intermittent and
ephemeral stream bed and a 1/2 -acre limit (i.e., NWPs 21, 29, 39, 40, 42, 43, 44, 50, 51, and
52), the loss of intermittent and ephemeral stream bed, plus any other losses of jurisdictional
waters and wetlands, cannot exceed 1/2 -acre.
2. When making minimal adverse environmental effects determinations the district
engineer will consider the direct and indirect effects caused by the NWP activity. He or she
will also consider the cumulative adverse environmental effects caused by activities authorized
by NWP and whether those cumulative adverse environmental effects are no more than
minimal. The district engineer will also consider site specific factors, such as the
environmental setting in the vicinity of the NWP activity, the type of resource that will be
affected by the NWP activity, the functions provided by the aquatic resources that will be
affected by the NWP activity, the degree or magnitude to which the aquatic resources perform
those functions, the extent that aquatic resource functions will be lost as a result of the NWP
activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or
permanent), the importance of the aquatic resource functions to the region (e.g., watershed or
ecoregion), and mitigation required by the district engineer. If an appropriate functional or
condition assessment method is available and practicable to use, that assessment method may
be used by the district engineer to assist in the minimal adverse environmental effects
determination. The district engineer may add case -specific special conditions to the NWP
authorization to address site- specific environmental concerns.
3. If the proposed activity requires a PCN and will result in a loss of greater than
1/10 -acre of wetlands, the prospective permittee should submit a mitigation proposal with the
PCN. Applicants may also propose compensatory mitigation for NWP activities with smaller
impacts, or for impacts to other types of waters (e.g., streams). The district engineer will
consider any proposed compensatory mitigation or other mitigation measures the applicant has
included in the proposal in determining whether the net adverse environmental effects of the
proposed activity are no more than minimal. The compensatory mitigation proposal may be
either conceptual or detailed. If the district engineer determines that the activity complies with
the terms and conditions of the NWP and that the adverse environmental effects are no more
than minimal, after considering mitigation, the district engineer will notify the permittee and
15

include any activity -specific conditions in the NWP verification the district engineer deems
necessary. Conditions for compensatory mitigation requirements must comply with the
appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final
mitigation plan before the permittee commences work in waters of the United States, unless the
district engineer determines that prior approval of the final mitigation plan is not practicable or
not necessary to ensure timely completion of the required compensatory mitigation. If the
prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district
engineer will expeditiously review the proposed compensatory mitigation plan. The district
engineer must review the proposed compensatory mitigation plan within 45 calendar days of
receiving a complete PCN and determine whether the proposed mitigation would ensure the
NWP activity results in no more than minimal adverse environmental effects. If the net adverse
environmental effects of the NWT activity (after consideration of the mitigation proposal) are
determined by the district engineer to be no more than minimal, the district engineer will
provide a timely written response to the applicant. The response will state that the NWP activity
can proceed under the terms and conditions of the NWP, including any activity -specific
conditions added to the NWP authorization by the district engineer.
4. If the district engineer determines that the adverse environmental effects of the
proposed activity are more than minimal, then the district engineer will notify the applicant
either: (a) that the activity does not qualify for authorization under the NWP and instruct the
applicant on the procedures to seek authorization under an individual permit; (b) that the
activity is authorized under the NWP subject to the applicant's submission of a mitigation plan
that would reduce the adverse environmental effects so that they are no more than minimal; or
(c) that the activity is authorized under the NWP with specific modifications or conditions.
Where the district engineer determines that mitigation is required to ensure no more than
minimal adverse environmental effects, the activity will be authorized within the 45 -day PCN
period (unless additional time is required to comply with general conditions 18, 20, and/or 31,
or to evaluate PCNs for activities authorized by NWPs 21, 49, and 50), with activity -specific
conditions that state the mitigation requirements. The authorization will include the necessary
conceptual or detailed mitigation plan or a requirement that the applicant submit a mitigation
plan that would reduce the adverse environmental effects so that they are no more than
minimal. When compensatory mitigation is required, no work in waters of the United States
may occur until the district engineer has approved a specific mitigation plan or has determined
that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely
completion of the required compensatory mitigation.
FURTHER INFORMATION
1. District Engineers have authority to determine if an activity complies with the
terms and conditions of an NWP.
2. NWPs do not obviate the need to obtain other federal, state, or local permits,
approvals, or authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal
project (see general condition 31).

DEFINITIONS
Best management practices (BMPs): Policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BMPs are categorized as structural or non-structural.
Compensatory mitigation: The restoration (re-establishment or rehabilitation),
establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic
resources for the purposes of offsetting unavoidable adverse impacts which remain after all
appropriate and practicable avoidance and minimization has been achieved.
Currently serviceable: Useable as is or with some maintenance, but not so degraded
as to essentially require reconstruction.
Direct effects: Effects that are caused by the activity and occur at the same time and
place.
Discharaye: The term "discharge" means any discharge of dredged or fill material
into waters of the United States.
Ecological reference: A model used to plan and design an aquatic habitat and
riparian area restoration, enhancement, or establishment activity under NWP 27. An ecological
reference may be based on the structure, functions, and dynamics of an aquatic habitat type or a
riparian area type that currently exists in the region where the proposed NWP 27 activity is
located. Alternatively, an ecological reference may be based on a conceptual model for the
aquatic habitat type or riparian area type to be restored, enhanced, or established as a result of
the proposed NWP 27 activity. An ecological reference takes into account the range of
variation of the aquatic habitat type or riparian area type in the region.
Enhancement: The manipulation of the physical, chemical, or biological
characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic
resource function(s). Enhancement results in the gain of selected aquatic resource function(s),
but may also lead to a decline in other aquatic resource function(s). Enhancement does not
result in a gain in aquatic resource area.
Ephemeral stream: An ephemeral stream has flowing water only during, and for a
short duration after, precipitation events in a typical year. Ephemeral stream beds are located
above the water table year-round. Groundwater is not a source of water for the stream. Runoff
from rainfall is the primary source of water for stream flow.
Establishment (creation): The manipulation of the physical, chemical, or biological
characteristics present to develop an aquatic resource that did not previously exist at an upland
site. Establishment results in a gain in aquatic resource area.
High Tide Line: The line of intersection of the land with the water's surface at the
maximum height reached by a rising tide. The high tide line may be determined, in the absence
of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of
fine shell or debris on the foreshore or berm, other physical markings or characteristics,
vegetation lines, tidal gages, or other suitable means that delineate the general height reached
by a rising tide. The line encompasses spring high tides and other high tides that occur with
periodic frequency but does not include storm surges in which there is a departure from the
normal or predicted reach of the tide due to the piling up of water against a coast by strong
winds such as those accompanying a hurricane or other intense storm.
Historic Property: Any prehistoric or historic district, site (including archaeological
site), building, structure, or other object included in, or eligible for inclusion in, the National
17

Register of Historic Places maintained by the Secretary of the Interior. This term includes
artifacts, records, and remains that are related to and located within such properties. The term
includes properties of traditional religious and cultural importance to an Indian tribe or Native
Hawaiian organization and that meet the National Register criteria (36 CFR part 60).
Independent utility: A test to determine what constitutes a single and complete non-
linear project in the Corps Regulatory Program. A project is considered to have independent
utility if it would be constructed absent the construction of other projects in the project area.
Portions of a multi -phase project that depend upon other phases of the project do not have
independent utility. Phases of a project that would be constructed even if the other phases were
not built can be considered as separate single and complete projects with independent utility.
Indirect effects: Effects that are caused by the activity and are later in time or farther
removed in distance, but are still reasonably foreseeable.
Intermittent stream: An intermittent stream has flowing water during certain times of
the year, when groundwater provides water for stream flow. During dry periods, intermittent
streams may not have flowing water. Runoff from rainfall is a supplemental source of water for
stream flow.
Loss of waters of the United States: Waters of the United States that are permanently
adversely affected by filling, flooding, excavation, or drainage because of the regulated activity.
Permanent adverse effects include permanent discharges of dredged or fill material that change
an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a
waterbody. The acreage of loss of waters of the United States is a threshold measurement of the
impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is
not a net threshold that is calculated after considering compensatory mitigation that may be used
to offset losses of aquatic functions and services. The loss of stream bed includes the acres or
linear feet of stream bed that are filled or excavated as a result of the regulated activity. Waters
of the United States temporarily filled, flooded, excavated, or drained, but restored to pre -
construction contours and elevations after construction, are not included in the measurement of
loss of waters of the United States. Impacts resulting from activities that do not require
Department of the Army authorization, such as activities eligible for exemptions under section
404(f) of the Clean Water Act, are not considered when calculating the loss of waters of the
United States.
Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of
1899. These waters are defined at 33 CFR part 329.
Non -tidal wetland: A non -tidal wetland is a wetland that is not subject to the ebb and
flow of tidal waters. Non -tidal wetlands contiguous to tidal waters are located landward of the
high tide line (i.e., spring high tide line).
Open water: For purposes of the NWPs, an open water is any area that in a year with
normal patterns of precipitation has water flowing or standing above ground to the extent that
an ordinary high water mark can be determined. Aquatic vegetation within the area of flowing
or standing water is either non -emergent, sparse, or absent. Vegetated shallows are considered
to be open waters. Examples of "open waters" include rivers, streams, lakes, and ponds.
Ordinary High Water Mark: An ordinary high water mark is a line on the shore
established by the fluctuations of water and indicated by physical characteristics, or by other
appropriate means that consider the characteristics of the surrounding areas.
Perennial stream: A perennial stream has flowing water year-round during a typical
year. The water table is located above the stream bed for most of the year. Groundwater is the
In

primary source of water for stream flow. Runoff from rainfall is a supplemental source of
water for stream flow.
Practicable: Available and capable of being done after taking into consideration cost,
existing technology, and logistics in light of overall project purposes.
Pre -construction notification: A request submitted by the project proponent to the
Corps for confirmation that a particular activity is authorized by nationwide permit. The request
may be a permit application, letter, or similar document that includes information about the
proposed work and its anticipated environmental effects. Pre -construction notification may be
required by the terms and conditions of a nationwide permit, or by regional conditions. A pre -
construction notification may be voluntarily submitted in cases where pre -construction
notification is not required and the project proponent wants confirmation that the activity is
authorized by nationwide permit.
Preservation: The removal of a threat to, or preventing the decline of, aquatic
resources by an action in or near those aquatic resources. This term includes activities
commonly associated with the protection and maintenance of aquatic resources through the
implementation of appropriate legal and physical mechanisms. Preservation does not result in a
gain of aquatic resource area or functions.
Protected tribal resources: Those natural resources and properties of traditional or
customary religious or cultural importance, either on or off Indian lands, retained by, or
reserved by or for, Indian tribes through treaties, statutes, judicial decisions, or executive orders,
including tribal trust resources.
Re-establishment: The manipulation of the physical, chemical, or biological
characteristics of a site with the goal of returning natural/historic functions to a former aquatic
resource. Re-establishment results in rebuilding a former aquatic resource and results in a gain in
aquatic resource area and functions.
Rehabilitation: The manipulation of the physical, chemical, or biological
characteristics of a site with the goal of repairing natural/historic functions to a degraded
aquatic resource. Rehabilitation results in a gain in aquatic resource function, but does not
result in a gain in aquatic resource area.
Restoration: The manipulation of the physical, chemical, or biological characteristics
of a site with the goal of returning natural/historic functions to a former or degraded aquatic
resource. For the purpose of tracking net gains in aquatic resource area, restoration is divided
into two categories: re-establishment and rehabilitation.
Riffle and pool complex: Riffle and pool complexes are special aquatic sites under
the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient
sections of streams. Such stream sections are recognizable by their hydraulic characteristics.
The rapid movement of water over a course substrate in riffles results in a rough flow, a
turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas
associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a
finer substrate characterize pools.
Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine- marine
shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through
which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine
waters with their adjacent wetlands, non -wetland waters, or uplands. Riparian areas provide a
variety of ecological functions and services and help improve or maintain local water quality.
(See general condition 23.)
19

Shellfish seeding: The placement of shellfish seed and/or suitable substrate to
increase shellfish production. Shellfish seed consists of immature individual shellfish or
individual shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate
may consist of shellfish shells, shell fragments, or other appropriate materials placed into
waters for shellfish habitat.
Single and complete linear project: A linear project is a project constructed for the
purpose of getting people, goods, or services from a point of origin to a terminal point, which
often involves multiple crossings of one or more waterbodies at separate and distant locations.
The term "single and complete project" is defined as that portion of the total linear project
proposed or accomplished by one owner/developer or partnership or other association of
owners/developers that includes all crossings of a single water of the United States (i.e., a
single waterbody) at a specific location. For linear projects crossing a single or multiple
waterbodies several times at separate and distant locations, each crossing is considered a single
and complete project for purposes of NWP authorization. However, individual channels in a
braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc.,
are not separate waterbodies, and crossings of such features cannot be considered separately.
Single and complete non-linear project: For non-linear projects, the term "single and
complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished
by one owner/developer or partnership or other association of owners/developers. A single and
complete non-linear project must have independent utility (see definition of "independent
utility"). Single and complete non-linear projects may not be "piecemealed" to avoid the limits
in an NWP authorization.
Stormwater management: Stormwater management is the mechanism for controlling
stormwater runoff for the purposes of reducing downstream erosion, water quality
degradation, and flooding and mitigating the adverse effects of changes in land use on the
aquatic environment.
Stormwater management facilities: Stormwater management facilities are those
facilities, including but not limited to, stormwater retention and detention ponds and best
management practices, which retain water for a period of time to control runoff and/or improve
the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances
and other pollutants) of stormwater runoff.
Stream bed: The substrate of the stream channel between the ordinary high water
marks. The substrate may be bedrock or inorganic particles that range in size from clay to
boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks,
are not considered part of the stream bed.
Stream channelization: The manipulation of a stream's course, condition, capacity,
or location that causes more than minimal interruption of normal stream processes. A
channelized stream remains a water of the United States.
Structure: An object that is arranged in a definite pattern of organization. Examples
of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir,
boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef,
permanent mooring structure, power transmission line, permanently moored floating vessel,
piling, aid to navigation, or any other manmade obstacle or obstruction.
Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal
waters. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the
gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water
20

surface can no longer be practically measured in a predictable rhythm due to masking by other
waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line.
Tribal lands: Any lands title to which is either: 1) held in trust by the United States
for the benefit of any Indian tribe or individual; or 2) held by any Indian tribe or individual
subject to restrictions by the United States against alienation.
Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent
sovereign authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive
order or agreement, and that give rise to legally enforceable remedies.
Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1)
Guidelines. They are areas that are permanently inundated and under normal circumstances
have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a
variety of vascular rooted plants in freshwater systems.
Waterbody: For purposes of the NWPs, a waterbody is a jurisdictional water of the
United States. If a wetland is adjacent to a waterbody determined to be a water of the United
States, that waterbody and any adjacent wetlands are considered together as a single aquatic
unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes, ponds,
and wetlands.
21

FINAL 2017 REGIONAL CONDITIONS
NOTICE ABOUT WEB LINKS IN THIS DOCUMENT. -
The web links (both internal to our Wilmington District and any external links to collaborating
agencies) in this document are valid at the time of publication. However, the Wilmington
District Regulatory Program web page addresses, as with other agency web sites, may change
over the timeframe of the five year Nationwide Permit renewal cycle, in response to policy
mandates or technology advances. While we will make every effort to check on the integrity of
our web links and provide re -direct pages whenever possible, we ask that you report any broken
links to us so we can keep the page information current and usable. We apologize in advanced
for any broken links that you may encounter, and we ask that you navigate from the Regulatory
home page (Regulatory Permit Program Wetlands and Streams) of the Wilmington District
Corps of Engineers, to the "Permits " section of our web site to find links for pages that cannot
be found by clicking directly on the listed web link in this document.
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior
written approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded
during the period between October 15 and April 15 without prior written approval from the
NCWRC, or from the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife
Management (FWM) office if the project is located on EBCI trust land. (See Section 2.7 for
information on the designated trout watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the
period between February 1 and June 30, without prior written approval from the NMFS.
22

2.0 Waters Requiring Additional Notification
The Corps has identified waters that will be subject to additional notification requirements for
activities authorized by all NWPs. These waters are:
2.1 Western NC Counties that Drain to Designated Critical Habitat
For proposed activities within waters of the United States that require a Pre -Construction
Notification (PCN) and are located in the sixteen counties listed below, permittees must provide
a copy of the PCN to the U.S. Fish and Wildlife Service (USFWS), 160 Zillicoa Street,
Asheville, North Carolina 28801. This PCN must be sent concurrently to the U.S. Fish and
Wildlife Service and the Corps Asheville Regulatory Field Office. Please see General Condition
18 for specific notification requirements related to the Endangered Species Act and the below
website for information on the location of designated critical habitat.
Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville U.S. Fish and Wildlife Service: Avery, Cherokee, Forsyth, Graham, Haywood,
Henderson, Jackson, Macon, Mecklenburg, Mitchell, Stokes, Surry, Swain, Transylvania, Union
and Yancey.
Website and office addresses for Endangered Species Act Information:
The Wilmington District has developed the following website for permittees which provides
guidelines on how to review linked websites and maps in order to fulfill NWP General Condition
18 requirements:
http://www.saw.usace.army.mil/Missions/Regulaton PermitPro rg am/AgencyCoordination/ESA.a
Permittees who do not have internet access may contact the appropriate U.S. Fish and Wildlife
Service offices listed below or Corps at [phone]:
Asheville U.S. Fish and Wildlife Service Office counties: All counties west of and including
Anson, Stanly, Davidson, Forsythe and Stokes Counties.
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Raleigh U.S. Fish and Wildlife Service Office counties: all counties east of and including
Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties.
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
23

Raleigh, NC 27636-3726
Telephone: [phone]
2.2 Special Designation Waters
Prior to the use of any NWP, except NWP 3, that involves a discharge of dredged or fill material
in any of the following identified waters and/or adjacent wetlands in North Carolina, permittees
shall submit a PCN to the District Engineer prior to commencing the activity (see General
Condition 32). The North Carolina waters and wetlands that require additional notification
requirements are:
"Outstanding Resource Waters" (ORW) or "High Quality Waters" (HQW) as designated by the
North Carolina Environmental Management Commission; "Primary Nursery Areas" (PNA),
including inland PNA, as designated by the North Carolina Marine Fisheries Commission and
the NCWRC; or wetlands adjacent to these waters. Definitions of ORW, HQW and PNA waters
can be found in the North Carolina State Administrative Code, Title 15A, Subchapters 2B and
IOC (15A NCAC 02B, 15A NCAC IOC) and at the following World Wide Web page:
http://reports.oah. state.nc.us/neac.asp?folderName=\Title%2015A%20-
%20Environmental%20Quality&lookUpError=l5A%20NCAC%20000%20. Surface water
classifications for waters in North Carolina can be viewed at the North Carolina Division of
Water Resources website or at the following World Wide Web Page:
htlps:Hdeq.nc. gov/about/divisions/water-resources/planning/classification-
standards/classifications
Permittees who do not have internet access may contact the Corps at (910) 251- 4633.
2.3 Coastal Area Management Act (CAMA) Areas of Environmental Concern
Non-federal permittees for any NWP in a designated "Area of Environmental Concern" (AEC)
in the twenty (20) counties of Eastern North Carolina covered by the North Carolina Coastal
Area Management Act (CAMA) must also obtain the required CAMA permit. Development
activities for non-federal projects may not commence until a copy of the approved CAMA permit
is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field
Office — 69 Darlington Avenue, Wilmington, NC 28403, [phone] or Washington Field
Office — 2407 West 5th Street, Washington, NC 27889,[phone]).
2.4 Barrier Islands
Prior to the use of any NWP on a barrier island of North Carolina, permittees must submit a PCN
to the District Engineer prior to commencing the activity (see General Condition 32).
2.5 Mountain or Piedmont Bogs
Prior to the use of any NWP in a Bog, as classified by the North Carolina Wetland Assessment
Methodology (NCWAM), permittees shall submit a PCN to the District Engineer prior to
commencing the activity (see General Condition 32). The latest version of NCWAM can be
24

viewed on the Corps RIBITS (Regulatory In -lieu Fee and Bank Information Tracking System)
website or at the following World Wide Web Page:
https://ribits.usace.army.mil/ribits_apex/Vp=107:27:0::NO:::
2.6 Animal Waste Facilities
Prior to use of any NWP for construction of animal waste facilities in waters of the United
States, including wetlands, permittees shall submit a PCN to the District Engineer prior to
commencing the activity (see General Condition 32).
2.7 Trout Waters
Prior to any discharge of dredge or fill material into streams, waterbodies or wetlands within the
294 designated trout watersheds of North Carolina, the permittee shall submit a PCN (see
General Condition 32) to the District Engineer prior to commencing the activity, unless other
thresholds are established in the Regional Conditions in Section 4 (Additional Regional
Conditions for Specific Nationwide Permits). The permittee shall also provide a copy of the
notification to the appropriate NCWRC office, or to the EBCI FWM Office (if the project is
located on EBCI trust land), to facilitate the determination of any potential impacts to designated
Trout Waters.
Notification to the Corps will include a statement with the name of the NCWRC or EBCI FWM
biologist contacted, the date of the notification, the location of work, a delineation of wetlands
and waters, a discussion of alternatives to working in the mountain trout waters, why alternatives
were not selected, and, if applicable, a plan to provide compensatory mitigation for all
unavoidable adverse impacts to mountain trout waters.
NCWRC and NC Trout Watersheds:
NCWRC Contact**
Counties that are
entirely within Trout
Watersheds*
Counties that are
partially within Trout
Watersheds*
Mountain Coordinator
Alleghany
Jackson
Burke
McDowell
Balsam Depot
Ashe
Macon
Buncombe
Mitchell
20830 Great Smoky
Avery
Swain
Caldwell
Polk
Mountain Expressway
Graham
Transylvania
Cherokee
Rutherford
Waynesville, NC 28786
Haywood
Watauga
Clay
Surry
Telephone: [phone]
Henderson
Wilkes
Madison
Yancey
For NCDOT Projects:
NCDOT Coordinator
206 Charter. Street
Albemarle, NC 28001
Telephone: [phone]
25

*NOTE: To determine notification requirements, contact the Corps Asheville Regulatory Field
Office at [phone] or view maps for each County at the following World Wide Web page:
http://www.saw.usace.army.mil/Missions/Re ug latoiy-Permit-Program/Agency-
Coordination/Trout/.
**If a project is located on EBCI trust land, submit the PCN in accordance with Section 3.14.
Contact the Corps Asheville Regulatory Field Office at [phone] with questions.
2.8 Western NC Waters and Corridors
The permittee shall submit a PCN (see General Condition 32) to the District Engineer prior to
commencing the activity in waters of the United States if the activity will occur within any of the
following identified waters in western North Carolina, within 0.5 mile on either side of these
waters, or within 0.75 mile of the Little Tennessee River, as measured from the top of the bank
of the respective water (i.e., river, stream, or creek):
Brasstown Creek
Burningtown Creek
Cane River
Caney Fork
Cartoogechaye Creek
Chattooga River
Cheoah River
Cowee Creek
Cullasaja River
Deep Creek
Ellijay Creek
French Broad River
Garden Creek
Hiwassee River
Hominy Creek
Iotla Creek
Little Tennessee River (within the river or within 0.75 mile on either side of this river)
Nantahala River
Nolichucky River
North Fork French Broad River
North Toe River
Nottley River
Oconaluftee River (portion not located on trust/EBCI land)
Peachtree Creek
Shooting Creek
Snowbird Creek
South Toe River
Stecoah Creek
Swannanoa River
Sweetwater Creek
26

Tuckasegee River (also spelled Tuckaseegee or Tuckaseigee)
Valley River
Watauga Creek
Watauga River
Wayah Creek
West Fork French Broad River
To determine notification requirements, contact the Corps Asheville Regulatory Field Office at
[phone] or view maps for all corridors at the following World Wide Web page:
htip://www.saw.usace.army.mil/Missions/Re ug latory-Permit-Pro regency-
Coordination/Desi ated-Special-Waters.aspx
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:
3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300
total linear feet of stream bed, unless the District Engineer has waived the 300 linear foot limit
for ephemeral and intermittent streams on a case-by-case basis and has determined that the
proposed activity will result in minimal individual and cumulative adverse impacts to the aquatic
environment. Waivers for the loss of ephemeral and intermittent streams must be in writing and
documented by appropriate/accepted stream quality assessments*. This waiver only applies to
the 300 linear feet threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington
District to assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/Vp=107:27:0::NO:::
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall
provide a mitigation proposal to compensate for more than minimal individual and cumulative
adverse impacts to the aquatic environment. For stream losses of 150 linear feet or less that
require a PCN, the District Engineer may determine, on a case-by-case basis, that compensatory
mitigation is required to ensure that the activity results in minimal adverse effect on the aquatic
environment.
3.3 Pre -construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of
perennial stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the
District Engineer prior to commencing the activity (see General Condition 32). This applies to
27

NWPs that do not have specific notification requirements. If a NWP has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete,
including bags of uncured concrete, may not come into contact with the water in or entering into
waters of the United States. Water inside coffer dams or casings that has been in contact with
wet concrete shall only be returned to waters of the United States after the concrete is set and
cured and when it no longer poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following
measures shall be applied:
3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.
3.5.2. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed
or "keyed" into the bank of the waterbody. A waiver from the specifications in this Regional
Condition may be requested in writing. The waiver will only be issued if it can be demonstrated
that the impacts of complying with this Regional Condition would result in greater adverse
impacts to the aquatic environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan
drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by
natural forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as, but not limited
to, granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be
included in the construction/installation that will promote the safe passage of fish and other
aquatic organisms. The dimension, pattern, and profile of the stream above and below a pipe or
culvert should not be modified by altering the width or depth of the stream profile in connection
with the construction activity. The width, height, and gradient of a proposed culvert should be

sufficient to pass the average historical low flow and spring flow without adversely altering flow
velocity. Spring flow is the seasonal sustained high flow that typically occurs in the spring.
Spring flows should be determined from gage data, if available. In the absence of such data,
bank -full flow can be used as a comparable indicator.
In Public Trust Areas of Environmental Concern (AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act (CAMA): All pipes/culverts must be
sufficiently sized to allow for the burial of the bottom of the culvert at least one foot below
normal bed elevation.
Circular
Culvert
t
12 Inches
V
Invert
Rise
(Diameter)
In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot
below the bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain
aquatic passage and to maintain passage during drought or low flow conditions, and every effort
shall be made to maintain the existing channel slope.
Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and
appropriate actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing, by the
permittee and issued by the Corp; this request must be specific as to the reasons(s) for the
request. The waiver will be issued if it can be demonstrated that the proposed design would
result in less impacts to the aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a
manner that does not restrict the flow and circulation patterns of waters of the United States.
29

Culverts placed across wetland fills purely for the purposes of equalizing surface water do not
have to be buried, but the culverts must be of adequate size and/or number to ensure unrestricted
transmission of water.
3.6.2 Bank -full flows (or less) shall be accommodated through maintenance of the existing bank -
full channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be
allowed only to receive bank -full flows.
Approach Fill
Roadway
Culvert buried
BarlkfuIl below streambed
- - - - - to appropriate
depth (ifrequined).
Bafnef Stream
Blockage Bottom
3.6.3 Where adjacent floodplain is available, flows exceeding bank -full should be accommodated
by installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such
crossings should not be buried, or if buried, must have sills at the inlets to ensure that they only
receive flows exceeding bank -full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to
construct or install the proposed culvert. The final width of the impacted stream at the culvert
inlet and outlet should be no greater than the original stream width. A waiver from this condition
may be requested in writing; this request must be specific as to the reason(s) for the request. The
waiver will be issued if the proposed design would result in less impacts to the aquatic
environment and/or if it can be demonstrated that it is not practicable to restore the final width of
the impacted stream at the culvert inlet and outlet to the width of the original stream channel.
3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the
width of the culvert is wider than the stream channel, the culvert shall include baffles, benches
and/or sills to maintain the width of the stream channel. A waiver from this condition may be
requested in writing; this request must be specific as to the reason(s) for the request. The waiver
will be issued if it can be demonstrated that it is not practicable or necessary to include baffles,
benches or sills and the design would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open
for shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the
appropriate Corps Regulatory Field Office. Any disposal of sand to the ocean beach should
occur between November 1 and April 30 when recreational usage is low. Only clean sand
30

should be used and no dredged sand from closed shell fishing areas may be used. If beach
disposal were to occur at times other than stated above or if sand from a closed shell fishing area
is to be used, a swimming advisory shall be posted, and a press release shall be issued by the
permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP
48, unless EFH Consultation has been completed pursuant to the Magnuson -Stevens Fisheries
Conservation and Management Act (Magnuson -Stevens Act). Permittees shall submit a PCN
(See NWP General Condition 32) to the District Engineer prior to commencing the activity if the
project would affect SAV. The permittee may not begin work until notified by the Corps that the
requirements of the Magnuson -Stevens Act have been satisfied and that the activity is
authorized.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control structures and measures
proposed for placement in waters of the United States. The structures and measures should be
depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands
and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored
to pre -project elevations and widths using natural streambed material such that the impacted
stream reach mimics the adjacent upstream and downstream reach. The impacted area shall be
backfilled with natural streambed material to a depth of at least 12 inches or to the bottom depth
of the impacted area if shallower than 12 inches. An engineered in -stream structure or material
can be used to provide protection of a buried structure if it provides benefits to the aquatic
environment and can be accomplished by a natural streambed design. A permittee may request a
waiver of this condition if it is determined a buried structure needs significant physical protection
beyond those provided in this condition. This condition does not apply to NWP 27 — Aquatic
Habitat Restoration, Enhancement, and Establishment Activities.
3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be
restored to pre -project grade and contours or beneficial grade and contours if the original bank
slope is steep and unstable. Natural durable materials, native seed mixes, and native plants and
shrubs are to be utilized in the restoration. Natural designs which use bioengineered and/or geo-
engineered methods are to be applied. An engineered structure or material can be used to provide
protection of a buried structure if it provides benefits to the stream bank environment, provided it
is not in excess of the minimum amount needed for protection and does not exceed an average of
one cubic yard per running foot placed along the bank below the plane of the ordinary high water
mark. A permittee may request a waiver of this condition if it is determined a buried structure
31

needs significant physical protection beyond those provided in this condition. This condition
does not apply to NWP 27 — Aquatic Habitat Restoration, Enhancement, and Establishment
Activities.
3.12 Federal Navigation Channel Setbacks and Corps Easements
3.12.1 Authorized structures and fills located in or adjacent to Federally authorized waterways
will be constructed in accordance with the latest setback criteria established by the Wilmington
District Engineer. You may review the setback policy at
htip://www.saw.usace.army.mil/Missions/Navigation/Setbacks.aWx. This general permit does
not authorize the construction of hardened or permanently fixed structures within the Federally
Authorized Channel Setback, unless the activity is approved by the Corps. The permittee shall
submit a PCN (see General Condition 32) to the District Engineer prior to the construction of any
structures or fills within the Federally Authorized Channel Setback.
3.12.2 The permittee shall obtain a Consent to Cross Government Easement from the
Wilmington District's Land Use Coordinator prior to any crossing of the Corps easement and/or
prior to commencing construction of any structures, authorized dredging or other work within the
right-of-way of, or in proximity to, a federally designated disposal area. The Land Use
Coordinator may be contacted at: CESAW-OP-N, 69 Darlington Avenue, Wilmington, North
Carolina 28403-1343, email: SAWWeb-NAVkusace.army.mil
3.13 Northern Long-eared Bat — Endangered Species Act Compliance
The Wilmington District, U.S. Army Corps of Engineers has consulted with the United States
Fish and Wildlife Service (USFWS) in regards to the threatened Northern long-eared bat
(NLEB) (Myotis septentrionalis) and Standard Local Operating Procedures for Endangered
Species (SLOPES) have been approved by the Corps and the USFWS. This condition concerns
effects to the NLEB only and does not address effects to other federally listed species and/or
federally designated critical habitat.
A. Procedures when the Corps is the lead federal* agency for a project:
The permittee must comply with (1) and (2) below when:
• the project is located in the western 41 counties of North Carolina, to include non-
federal aid North Carolina Department of Transportation (NCDOT) projects, OR;
• the project is located in the 59 eastern counties of North Carolina, and is a non-
NCDOT project.
*Generally, if a project is located on private property or on non-federal land, and the project
is not being funded by a federal entity, the Corps will be the lead federal agency due to the
requirement to obtain Department of the Army authorization to impact waters of the United
States. If the project is located on federal land, contact the Corps to determine the lead
federal agency.
32

(1) A permittee using a NWP must check to see if their project is located in the range of
the NLEB by using the following website:
htip://www.fws.gov/midwest/endangered/mammals/nleb/pdf/VVNSZone.pdf. If the
project is within the range of the NLEB, or if the project includes percussive activities
(e.g., blasting, pile driving, etc.), the permittee is then required to check the appropriate
website in the paragraph below to discover if their project:
• is located in a 12 -digit Hydrologic Unit Code area ("red HUC" - shown as red areas
on the map), AND/OR;
• involves percussive activities within 0.25 mile of a red HUC.
Red HUC maps - for the western 41 counties in NC (covered by the Asheville Ecological
Services Field Office), check the project location against the electronic maps found at:
http://www.fws.gov/asheville/htmis/project review/NLEBin WNC.html. For the eastern
59 counties in NC (covered by the Raleigh Ecological Services Field Office), check the
project location against the electronic maps found at:
hLtps://www.fws.gov/raleigh/NLEB RFO.html.
(2) A permittee must submit a PCN to the District Engineer, and receive written
authorization from the District Engineer, prior to commencing the activity, if the activity
will involve as of the following:
• tree clearing/removal, construction/installation of wind turbines in a red HUC,
AND/OR;
• bridge removal or maintenance, unless the bridge has been inspected and there is
no evidence of bat use, (applies anywhere in the range of the NLEB), AND/OR:
. percussive activities in a red HUC, or within 0.25 mile of a red HUC.
The permittee may proceed with the activity without submitting a PCN to either the Corps
or the USFWS, provided the activity complies with all applicable NWP terms and general
and regional conditions, if the permittee's review under A.(1) and A.(2) above shows that
the project is:
located outside of a red HUC (and there are no percussive activities), and the
activity will NOT include bridge removal or maintenance, unless the bridge has
been inspected and there is no evidence of bat use, OR;
located outside of a red HUC and there are percussive activities, but the percussive
activities will not occur within 0.25 -mile of a red HUC boundary, and the activity
will NOT include bridge removal or maintenance, unless the bridge has been
inspected and there is no evidence of bat use, OR;
33

located in a red HUC, but the activity will NOT include: tree clearing/removal;
construction/installation of wind turbines; bridge removal or maintenance, unless
the bridge has been inspected and there is no evidence of bat use, and/or; aM
percussive activities.
B. Procedures when the USACE is not the lead federal agency:
For projects where another federal agency is the lead federal agency - if that other federal agency
has completed project -specific ESA Section 7(a)(2) consultation for the NLEB, and has (1)
determined that the project would not cause prohibited incidental take of the NLEB, and (2)
completed coordination/consultation that is required by the USFWS (per the directions on the
respective USFWS office's website), that project may proceed without notification to either the
USACE or the USFWS, provided all General and Regional Permit Conditions are met.
The NLEB SLOPES can be viewed on the USACE website at the following World Wide Web
Page: http://www.saw.usace.army.mil/Missions/Re-u�y-Permit-Program/Agency-
Coordination/ESA/. Permittees who do not have internet access may contact the USACE at (9 10)
251-4633.
3.14 Work on Eastern Band of Cherokee Indians Land
All PCNs submitted for activities in waters of the United States on Eastern Band of Cherokee
Indians (EBCI) trust land (i.e., Qualla Boundary and non-contiguous tracts of trust land), must
comply with the requirements of the latest MOU between the Wilmington District and the
Eastern Band of Cherokee Indians.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #39 - Commercial and Institutional Developments
4.1.1 Discharges in perennial streams, intermittent streams and wetlands for stormwater
management facilities are prohibited under this NWP.
4.1.2 Recreational facilities that are incorporated into the commercial or institutional
development can be authorized by this NWP.
4.1.3 Discharges of dredged or fill material into waters of the United States, including wetlands,
within the floodway* resulting in permanent above -grade fills are not authorized by this NWP.
*NOTE: Floodway means the area designated and/or regulated by Federal, state, or local
requirements to provide for the discharge of the base flood so the cumulative increase in water
surface elevation is no more than a designated height identified by the regulating entity within
the 100 -year floodplain.
34

4.1.4 Discharges of dredged or fill material into waters of the United States, including wetlands,
within the mapped FEMA 100 -year floodplain resulting in permanent above -grade fills are not
authorized by this NWP.
4.1.5 This NWP may not be used to authorize discharges of dredged or fill material into waters
of the United States that have been identified or designated by the State of North Carolina as:
High Quality Waters (HQW), including only SA, PNA, WS -I and WS -II waters.
Coastal Wetlands as defined by North Carolina's Coastal Area Management Act.
Wetlands adjacent to these HQW waters.
*NOTE: Definitions of HQW, SA, PNA, WS -I, WS -II waters and Coastal Wetlands can be
found in the North Carolina State Administrative Code, Title 15A, Subchapters 2B and IOC
(15A NCAC 0213, 15A NCAC IOC) and at the following World Wide Web page:
http://reports.oah. state.nc.us/ncac.asp?folderName=\Title%2015A%20-
%20Environmental%20Quality&lookUpError=l5A%20NCAC%20000%20. Surface water
classifications for waters in North Carolina can be viewed at the North Carolina Division of
Water Resources website or at the following link: https://deq.nc.gov/about/divisions/water-
resources/planning/classification-standards/classifications. Permittees who do not have internet
access may contact the Corps at (910) 251- 4633.
4.1.6 If riprap stabilization is needed, it should be placed only on the stream banks, or, if it is
necessary to be placed in the stream bed, the finished top elevation of the riprap should not
exceed that of the original stream bed.
4.1.7 Utility lines authorized by this NWP shall comply with the terms and conditions, including
regional conditions, of NWP 12.
35

ROY COOPER
Governor
Baa
j:
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
1r ater.ResourceS Interim Director
ENVIRONMENTAL QUALITY
December 28, 2017 ;
F
DWR #17=1528
Orange County
Chapel Hill Board. of Education
Attn: William J. Mullin
750 S. Merritt Mill Road.
Chapel Hill, NC 27514
Subject: APPROVAL OF 401 WATER QUALITY .CERTIFICATION WITH ADDITIONAL CONDITIONS
1709 High School Road
Dear Mr. Mullin:'
You have our approval for the impacts listed below for the purpose described in your application
dated November,27, 2017 and received by the Division of Water Resources (Division) on
November 28, 2017. These impacts'are covered by the attached Water Quality General
Certification Number 4139 and'the conditions listed below. This certification is associated with
the use of Nationwide Permit Number 39 once itis issued to you by the U.S. Army Corps of
Engineers. Please note that you.should get. any other federal, state or, local permits before
proceeding with' your project,,includingthose,required by, (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in ,the enclosed certification and the
following additional conditions: .
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification ,are met. No other, impacts are approved, including incidental
impacts. [15A NCAC'02B .0506(b)(c)]
Type of Impact
.Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
S1: Coffer Dam and Diversion Channel
,0 (.linear feet)
17' (linear feet)
S2: Fill/Culvert
;106 (linear feet)
0 (linear'feet)
S3: Fill/Dissipator Pad
3,1 (linear feet)
G (linear feet)
Division of Water Resources, Raleigh Regi6nal Office, Water Quality,Operations Section
1628 Mail Service Center, Raleigh, NC 27699-1628
Location: 3800 Barrett,Drive, Raleigh, NC 27609
hitp:/,'poi-tal.ncdenr.org/webi',,vq/aps
Phone: [phone]
Fax: [phone]

1709 High School Road
DWR #17-1528
401 APPROVAL
Page 2 of 4
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by the Town of Chapel Hill and
meet the requirements of this Certification. The SMP may not be modified without prior
written authorization from the Town of Chapel Hill. [15A NCAC 02H..0506(b)(3)]
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any, kind shall occur in wetlands, waters, or riparian areas
beyond'the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment.and erosion control'Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance -with 15 NCAC 02H .0500. `[15A'NCAC 02H ;:0506 -(b)(2) and (.c)(2),and 15A NCAC
02H .0507'(c)]
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your 'project, you must notify the Division and you may be required to submit a new
application packagewith the appropriate fee. If'the; property is sold, the new owner must be
given a copy of this approval letter and General Certif'ication'and is responsible for complying
with all conditions. [15A NCAC 02B .0507(d)(2)]
5. This approval and its conditions are final and binding unless contested.. [G.S. 143=215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative He'ar,'ine
(hereby known.as OAH). A petition form may be obtained from the OAH at
http://wwvii.ncoah.com/ or by calling the OAH Clerk's Office at (919)'431=3000 for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with 6e, OAH. A
petition is considered filed when the original and one (1) copy along with any applicable;bAH
filing.fee is received in the OAH during normal office hours (Monday through Friday between
8`.00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.

Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
1709 High School Road
DWR #17-1528
401APPROVAL
Page 3 of 4
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, INC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR-401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act. Please
contact Stephanie Goss at 919-791-4256 or [e-mail] if you have any
questions or concerns.
t
y
S��//
�12r y Y
Danny Smith /
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 4139

1709 High School Road
DWR #17-1528
401 APPROVAL
Page 4 of 4.
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office;,3331 Heritage Trade Drive,
Ste. 105; Wake Forest, NC 27597
DWR RRO 401 file
DWR 401 & Buffer Permitting. Unit via Laserfiche
George Buchholz viae -mail at [e-mail]

APPENDIX D

C - SERIES DRAWING ABBREVIATIONS:
ADV -ADVANCE
MIN
- MINIMUM
AFG - ABOVE FINISHED GRADE
MIN
S - MINIMUM SLOPE
APPR LOC. - APPROXIMATE LOCATION
MJ -
MECHANICAL JOINT
ASS'Y - ASSEMBLY
NIC
- NOT IN CONTRACT
B/C - BACK OF CURB
NTS
- NOT TO SCALE
B/L - BASE LINE
OHE
- OVERHEAD ELECTRIC
B/S - BOTTOM OF STAIR
OHP-
OVERHEAD POWER
B/W - BOTTOM OF WALL
OHT
- OVERHEAD TELEPHONE
CB - CATCH BASIN
PB -
PLAT BOOK
CBR - CALIFORNIA BEARING RATIO
PC -
POINT OF CURVATURE
CG - CURB AND GUTTER
PED
- PEDESTAL
CI - CURB INLET
PG -PAGE
WATER SPIGOT
C/L - CENTERLINE
PH -PHASE
UGT
CL - CLASS
PI - POINT OF INTERSECTION
CM - CONCRETE MONUMENT
PKG
- PARKING
CMP - CORRUGATED METAL PIPE
P/L -
PROPERTY LINE
CO - CLEAN OUT
PT -
POINT OF TANGENT
CONC - CONCRETE
PP -
POWER POLE
CONN - CONNECTION
PVC
- POLYVINYL CHLORIDE
CP - CORRUGATED PLASTIC
PVMT
- PAVEMENT
CY - CUBIC YARD
PWR - POWER
DB - DEED BOOK
(R) -
RECORDED METES & BOUNDS
DI - DROP INLET
RD -
ROOF DRAIN
DIP - DUCTILE IRON PIPE
RJ -
RESTRAINED JOINT
D.M.P - DOUBLE MERIDIAN DISTANCES
R/W
- RIGHT-OF-WAY
DR - DRIVE
REQ'D
- REQUIRED
DS - DOWNSPOUT
RCP
- REINFORCED CONCRETE PIPE
E - ELECTRIC
S - SLOPE
EA -EACH
SAN
- SANITARY SEWER
E BOX - ELECTRICAL BOX
SDWK - SIDEWALK
ELEC - ELECTRIC
SF -
SILT FENCE
EP - EDGE OF PAVEMENT
SPT
- SPOT GRADE
E/S - EDGE OF SHOULDER
SS -
SANITARY SEWER CONNECTION
EX - EXISTING
STA
- STATION
F/C - FACE OF CURB
STD
- STANDARD
FDC - FIRE DEPARTMENT CONNECTION
STM
-STORM
FF - FINISHED FLOOR
STMH
- STORM SEWER MANHOLE
FHY - FIRE HYDRANT
T - TELEPHONE
F/L - FLOW LINE
TBC
- TOP BACK OF CURB
FL - FIRE LANE
TCM
- TELECOMMUNICATIONS MANHOLE
G - GAS
T/C -
TOP OF CURB
MG - GAS METER
TEL
- TELEPHONE
GI - GRATE INLET
T/S -
TOP OF STAIR
GRND - GROUND
T/W
- TOP OF WALL
GTS - GAS TEST STATION
UGE
- UNDERGROUND ELECTRIC
GV - GAS VALVE
UNK
- UNKNOWN
HDPE - HIGH DENSITY POLYETHYLENE
UP -
UTILITY POLE
HORIZ - HORIZONTAL
VAR
- VARIABLE
HVAC - HEATING, VENTILATION, & AIR
VCP
- VITRIFIED CLAY PIPE
CONDITIONING
VERT
- VERTICAL
INV - INVERT
W/ -
WITH
IPF - IRON PIPE FOUND
W/L
- WATER LINE
IPS - IRON PIPE SET
W - WATER
IRF - IRON ROD FOUND
WUS - WATERS OF THE US
LSA - LANDSCAPED AREA
X-ING
- CROSSING
LF - LINEAR FEET
YI - YARD INLET
LP - LIGHT POLE
O
- DIAMETER
(M) - MEASURED METES & BOUNDS
MECH - MECHANICAL
MH - MANHOLE
LEGEND
SEWER
"SAN -Ow
EXISTING SANITARY SEWER
8"SAN
SANITARY SEWER
N 7605.80
SANITARY MANHOLE NUMBER
1
E 9378.25
W/ COORDINATE LOCATION
O
EX SANITARY MANHOLE
O$
SANITARY MANHOLE
Q
EXISTING CLEAN OUT
@
CLEAN OUT
WAT E R
- 8"W -
EXISTING WATER LINE
3
WATER LINE
8"W
Qm Hi1f� Rr a
EXISTING WATER VALVE
®
WATER VALVE
®
POST INDICATOR VALVE
UTILITY POLE
EXISTING WATER METER
°
WATER METER
EXISTING ELECTRIC METER
- OHP-
EXISTING OVERHEAD ELECTRIC
EXISTING FIRE HYDRANT
OVERHEAD ELECTRIC
FIRE HYDRANT
EX UNDERGROUND ELECT LINE
WATER LINE REDUCER
UNDERGROUND ELECTRIC LINE
EX WATER LINE PLUG
a
WATER LINE PLUG
(D
EXISTING TELEPHONE MANHOLE
WATER LINE CROSS
I T I
WATER LINE TEE
OVERHEAD TELEPHONE LINE
FIRE DEPT CONNECTION
O_+
WATER SPIGOT
&B-1
EXISTING WELL CASING
NATURAL GAS
-G-
G -
EXISTIN
G -
EXISTING GAS METER
EXISTING GAS VALVE
EXISTING GAS LINE
GAS LINE
MISCELLANEOUS UTILITIES
CHAPEL HILL HS EXPANSION
CHAPEL HILL - CARRBORO CITY SCHOOLS
1709 HIGH SCHOOL ROAD, CHAPEL HILL, NC 27516
i_egwxk way
EXISTING LIGHT POLE
3
EXISTING YARD LIGHT
OVERALL PLAN
Qm Hi1f� Rr a
0f0 0-0
LIGHT POLES
®
EXISTING UTILITY POLE
w'
UTILITY POLE
Co <
Ix
O
EXISTING ELECTRIC METER
- OHP-
EXISTING OVERHEAD ELECTRIC
OHP
OVERHEAD ELECTRIC
- UGP
EX UNDERGROUND ELECT LINE
CURB
UNDERGROUND ELECTRIC LINE
UGP
a
N
(D
EXISTING TELEPHONE MANHOLE
- OHT
EX OVERHEAD TELEPHONE LINE
PROPERTY LINE
OVERHEAD TELEPHONE LINE
OHT
UGT
EX UNDERGROUND TELEPHONE LINE
&B-1
UNDERGROUND TELEPHONE LINE
UGT
- OFO
EX OVERHEAD FIBER OPTIC LINE
CLEARING LIMITS
OVERHEAD FIBER OPTIC LINE
OF
_ i
EX UNDERGROUND FIBER OPTIC LINE
C°mnnorts Wx1
UNDERGROUND FIBER OPTIC LINE
UFO
©
EX CABLE TV PEDESTAL
Y
EX OVERHEAD CABLE TV LINE
OCATV
I ak. FAnw Rd
- UCATV
�
UCATV
UNDERGROUND CABLE TV LINE
UG P/C
COMBINED POWER/CATV
ary�
COMBINED POWER, TELE, CATV
UG P/T
COMBINED POWER, TELEPHONE
UG T/C
4d
FLAG POLE
O
St
Y
W Bogan L,
El
MONUMENT FOUND
.9
s
Pllld SI
Ad
'ame'stQ"d
�� E 7ramore �
s
�p a
ell
Wumn Dr
a �
a
R
r. Y rF�r
ry
4 Pard Rd `p
3J �
' � 4
n j0a 3
Sba�d In a �iy9� Aa
quail Rost Or
� F
N � _
SITE
F ure" Dr
Y��r to
n
C e^ P!
am �
4?
I
N.. _. - .
'�� ;4 inn [k i iLn@rnst 0'
p'16,4e Dr N
a
Or
2ii • c b Ffomextend AvrA' j'
`�. s o`
°A Deme Lrt {t
Homestead fid
s
060
4
Nanl,rrdd Or
Crn Dr
W irdsor C i rc it
Taylor Sl
[afl­y Rd
vrgrm',o
CmI�' Qr
i
a
Sum-din,Dr
Seminole &
Indian 7rai1 Bd
like Elt" 6r
a-
Timhl_
SITE
N
Ho.�. H Esus ibr
Ijorrflr AirP°� Dr
rine �haaf Re = v hit ict 5,.
arf,w 9s ri nIlk 3
i td}rr1
VICINITY MAP
NOT TO SCALE
EXISTING LIGHT POLE
3
EXISTING YARD LIGHT
OVERALL PLAN
EXISTING GROUND LIGHT
0f0 0-0
LIGHT POLES
®
EXISTING UTILITY POLE
DROP INLET & STRUCTURE NUMBER
UTILITY POLE
Co <
EXISTING GUY WIRE
O
EXISTING ELECTRIC METER
- OHP-
EXISTING OVERHEAD ELECTRIC
OHP
OVERHEAD ELECTRIC
- UGP
EX UNDERGROUND ELECT LINE
CURB
UNDERGROUND ELECTRIC LINE
UGP
ID
EXISTING TELEPHONE PEDESTAL
(D
EXISTING TELEPHONE MANHOLE
- OHT
EX OVERHEAD TELEPHONE LINE
PROPERTY LINE
OVERHEAD TELEPHONE LINE
OHT
UGT
EX UNDERGROUND TELEPHONE LINE
&B-1
UNDERGROUND TELEPHONE LINE
UGT
- OFO
EX OVERHEAD FIBER OPTIC LINE
CLEARING LIMITS
OVERHEAD FIBER OPTIC LINE
OF
UFO-
EX UNDERGROUND FIBER OPTIC LINE
x
UNDERGROUND FIBER OPTIC LINE
UFO
©
EX CABLE TV PEDESTAL
- OCATV -
EX OVERHEAD CABLE TV LINE
OCATV
OVERHEAD CABLE TV LINE
- UCATV
EX UNDERGROUND CABLE TV
UCATV
UNDERGROUND CABLE TV LINE
UG P/C
COMBINED POWER/CATV
- UG P/T/C
COMBINED POWER, TELE, CATV
UG P/T
COMBINED POWER, TELEPHONE
UG T/C
COMBINED TELEPHONE, CATV
SITE
F ure" Dr
Y��r to
n
C e^ P!
am �
4?
I
N.. _. - .
'�� ;4 inn [k i iLn@rnst 0'
p'16,4e Dr N
a
Or
2ii • c b Ffomextend AvrA' j'
`�. s o`
°A Deme Lrt {t
Homestead fid
s
060
4
Nanl,rrdd Or
Crn Dr
W irdsor C i rc it
Taylor Sl
[afl­y Rd
vrgrm',o
CmI�' Qr
i
a
Sum-din,Dr
Seminole &
Indian 7rai1 Bd
like Elt" 6r
a-
Timhl_
SITE
N
Ho.�. H Esus ibr
Ijorrflr AirP°� Dr
rine �haaf Re = v hit ict 5,.
arf,w 9s ri nIlk 3
i td}rr1
VICINITY MAP
NOT TO SCALE
4*
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Qaw'swooa[
OWNER
CHAPEL HILL BOARD OF EDUCATION
750 S MERRITT MILL RD
CHAPEL HILL, NORTH CAROLINA 27516
CONTACT: MR BILL MULLIN
PHONE: [phone]
FACSIMILE: [phone]
ARCHITECTURE
MOSELEY ARCHITECTS
3000 RDU CENTER DRIVE, SUITE 217
MORRISVILLE, NORTH CAROLINA 27560
CONTACT: MRS. ASHLEY DENNIS
PHONE: [phone]
FACSIMILE: [phone]
SITE DEVELOPMENT
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
CONTACT: MR. BLAKE HALL
PHONE: [phone]
FACSIMILE: [phone]
CIVIL DRAWING INDEX
TITLE
EXISTING STORM SEWER
COVER SHEET
STORM SEWER
OVERALL PLAN
C
EX DROP INLET
C1.0
EXISTING CONDITIONS PLAN
® ®
DROP INLET & STRUCTURE NUMBER
C1.2
EXISTING STORM SEWER MANHOLE
C1.3
STORM SEWER MANHOLE
C
EXISTING ROOF DRAIN DOWNSPOUT
❑
ROOF DRAIN DOWNSPOUT
C3.0
EXISTING CURB
C3.1
CURB
C3.2
HARDSCAPE PLAN
EXISTING CURB & GUTTER
UTILITY PLAN
CURB &CUTTER
UTILITY PLAN
C3.5
- -
PROPERTY LINE
DESCRIPTION
C3.7
ELEVATION
BENCH MARK
&B-1
APPROX BORING LOCATION
NOTES & DETAILS
EXISTING TREE LINE
NOTES & DETAILS
CLEARING LIMITS
COURTYARD NOTES & DETAILS
EXISTING SHRUB
GRADING & DRAINAGE PLAN
EXISTING TREE
x
EXISTING FENCE
X
FENCE
200
EXISTING CONTOUR
200
CONTOUR
T/C E/P SWL
PROVIDED PARKING:
.32 2
SPOT ELEVATION
- - - -
C/L SWALE
EXISTING SIGN
164 - BIKE SPACES (42 COVERED)
SIGN
O®
BOLLARD
LO
FLAG POLE
O
PROPERTY MARKER FOUND / ROD FOUND
@°
PIPE FOUND
El
MONUMENT FOUND
4*
roc
Qaw'swooa[
OWNER
CHAPEL HILL BOARD OF EDUCATION
750 S MERRITT MILL RD
CHAPEL HILL, NORTH CAROLINA 27516
CONTACT: MR BILL MULLIN
PHONE: [phone]
FACSIMILE: [phone]
ARCHITECTURE
MOSELEY ARCHITECTS
3000 RDU CENTER DRIVE, SUITE 217
MORRISVILLE, NORTH CAROLINA 27560
CONTACT: MRS. ASHLEY DENNIS
PHONE: [phone]
FACSIMILE: [phone]
SITE DEVELOPMENT
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
CONTACT: MR. BLAKE HALL
PHONE: [phone]
FACSIMILE: [phone]
CIVIL DRAWING INDEX
TITLE
DRAWING
COVER SHEET
C0.0
OVERALL PLAN
C0.2
EXISTING CONDITIONS PLAN
C1.0
EXISTING CONDITIONS PLAN
C1.1
EXISTING CONDITIONS PLAN
C1.2
DEMOLITION PLAN
C1.3
DEMOLITION PLAN
C1.4
DEMOLITION PLAN
C1.5
SITE PLAN
C3.0
SITE PLAN
C3.1
SITE PLAN
C3.2
HARDSCAPE PLAN
C3.3
UTILITY PLAN
C3.4
UTILITY PLAN
C3.5
NOTES & DETAILS
C3.6
NOTES & DETAILS
C3.7
NOTES & DETAILS
C3.8
NOTES & DETAILS
C3.9
NOTES & DETAILS
C3.10
NOTES & DETAILS
C3.11
COURTYARD NOTES & DETAILS
C3.12
GRADING & DRAINAGE PLAN
C4.0
GRADING & DRAINAGE PLAN
C4.1
GRADING & DRAINAGE PLAN
C4.2
(MAX); 1 BIKE SPACE PER 10 STUDENTS
TOTAL NUMBER OF DRAWINGS = 24
0
SITE DATA TABLE
PROJECT NAME:
CHAPEL HILL HIGH SCHOOL
PROJECT ADDRESS:
1709 HIGH SCHOOL RD
TOTAL ACREAGE:
101.96 AC (±4,441,378 SF)
ACREAGE AFTER
96.54 AC (±4,205,282 SF)
RECOMBINATION:
�CL
PIN NUMBER:
9779686385
ZONING:
R-1
FLOOR AREA RATIO:
0.174 - SCHOOL
USE:
HIGH SCHOOL
BUILDING SIZE:
EX ELEMENTARY SCHOOL:
67,715 SF
EX MIDDLE SCHOOL:
140,000 SF
EX HIGH SCHOOL TO REMAIN:
100,015 SF
PROPOSED HS ADDITION:
163,273 SF
TOTAL:
471,003 SF
FAR LAND AREA DEDICATION:
O
O
ELEMENTARY SCHOOL @ 0.174:
389,200 SF
MIDDLE SCHOOL @ 0.174:
928,927 SF
HIGH SCHOOL @ 0.174:
2,716,400 SF
TOTAL FAR ALLOWED:
702,008 SF
ONSITE IMPERVIOUS AREA EXISTING:
29.8 ± ACRES
ONSITE IMPERVIOUS AREA PROPOSED:
27.8 ± ACRES
ONSITE DISTURBED AREA:
23.5 ± ACRES
REQUIRED PARKING:
HIGH SCHOOL: 1 SPACE PER 4 STUDENTS (MIN); 1 SPACE PER 3 STUDENTS
(MAX); 1 BIKE SPACE PER 10 STUDENTS
TOTAL NUMBER OF STUDENTS = 1,625
0
TOTAL REQUIRED: 441 (MIN); 588(MAX); 163(BIKE)
PROVIDED PARKING:
133 - EXISTING SPACES
384 - PROPOSED SPACES
517 - TOTAL SPACES FOR HIGH SCHOOL (INCLUDING 18 ADA SPACES)
164 - BIKE SPACES (42 COVERED)
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development lResidential l Infrastructure l Technology
3 7433-1 02
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PROJECT NO: DATE:
38753 March 21, 2018
REVISIONS
DATE DESCRIPTION
COVER SHEET
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PROJECT NO: DATE:
38753 March 21, 2018
REVISIONS
DATE DESCRIPTION
COVER SHEET

SHEET C1.0, C1.3, C3.0, C3.4, C4.0
=�, 11111111-.�- - •� - - ,
0
In
I II 1
II 12 - 0
III 1 SPACES _ SPACES
III I , �•::•
I
26
PACE
Nx
Nx
\ nm
EXISTING
BUILDING I 1 1 1 1 1 1 1 1 1 I
I'
II I
I
�I I
11 I
�I
II I
II I
II
II
I / I
SII
II
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52
�-_ _ TIN
- _ PROPOSED '. - EVCE
- - - J BUILDING
- __E�STING
• • • TTT,TTT/?T,/TT,/TTI/ J/ ! OOO
- = TAE E s iii TTl,JTT/?T!,>TT, rJTf,TJT,TT�
- - -r - �•' � � ODO � 13 I
PACES
Dim
EXISTING \ I
BUILDING 2
PACES y/ /
_ IIS
�„ ;[4"' PROPOSED
II
BUILDING � ,
PROPOSED j
BUILDING
EXISTING TENNIS :.•, • / r
COURTS
32 \ /
X SPA S /+
2
_ _ 1 PAC
I X / / / / —A, /\
II / 50'✓OROAN BUFFER �• / / • / \ �X /
IINTERMITTENT
I I STREAM \
t
25
/ AC y R 50 'RCD /I
I l \ ` ZONE
x /
30'JOR AN \ 20'JORDAN BUFFER VE
7
/ 50'RCD BUFFER ONE2 .--.-UFROM
ZONE2 MEAS FROM \ TOP OF BANKS
7
/ I
x ENN AL EX TOP OF BANK I I I /IjIJY
/
STREAM—,,
PERENNIAL
STREAM -1
/ 0' RCD , EX TOP OF BANK
ZONE i
'JORDAN
BUFFER / / / \ • / .Y'J
X INTERMITTENT
STREAM \
_ / / — III L I
1 I / RASTREAML —
-�- / ! / I IISI
EIL - -I 0
—x_
—x—
L n I I - I - I-
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II
I II I
I �
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PERENNIAL—, / / o \ —O I
STREAMI / /
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BUFFER ZONE i
I — MEASURED FROM
TOP OF BANK
/ P;FR'AL
EAM —
\
EPHEMERAL(
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STREAM 20'✓OD/ — JI I
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MEASUR R�/9MBUFF
/
ZONE RCD f X 50' RCD
Z 1 ZONE2 / r^ —� J /
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EXISTING MIDDLE SCHOOL
TTENTMSITREANTER
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SHEET C1.1, C1.4, C3.1, C3.5, C4.1
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PAVEMENT HATCHING LEGEND
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development lResidential l Infrastructure l Technology
37433-102
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development lResidential l Infrastructure l Technology
37433-102
PROJECT NO: DATE:
38753 March 21, 2018
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38753 March 21, 2018
REVISIONS
DATE DESCRIPTION
OVERALL
PLAN

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� I -EX. GRATE TOP INLET HIGH SCHOOL ROAD ---------I--------- //_- _ _ _ _ - \ - \ - \\ \ \ \ \ \ \ \ V \ \ \ \ \ \ \ \ \ \ \ � ) I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \
- - \ `\ \ \ \ \ \ \ \
ELEV = 498.36' I - - - - - \ - \ \ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ I \
\ (100'PUBLIClb4NL - \ - - - - \ \ \ \ - � \ \ \ \ \ \ I \ \ \
EX. STORM INVERT w - \ 15"CCP \ CONCRET STORM LID: / I \ - - - \ \ \ \ \ \- \ \ \ \ \ \ \ \ \ \ \ \ ) \ \ \ \ \ \ \ \ \ \ \ I
\ \ \ \\ \ \\ \ \ ,,/I \ \ \ \ \ \ \ \
15"CCP m - \ - \ lNV OUT = 495.83' I \ - - ^\ \ \ � \ �, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \
lNV OUT= 49277 - ` 1 -_ _ 5 7.02 / I I _ \ � �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I \ /
-----� _ -- '_ \ - -- -- - --- - ----- -B>DTT .22 1 1 - \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /
_ � / _u / EX. CON2RETE SIDEWALK / ' EX. CONCRETE SIDEWALK _ - EX. CONCRETE SIDEWALK - � \ \ \ \ \ \\ \ \ 'N \ \ \ \ \ \ \- � / � \ \ \ \ \ \ \ \ \ \ \ \
--- -\� - ---- -� - --- ------ - ----- -�- --- -- I \\\\ \\ \ \ \ \ \ \ \ \ \ \r /
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S89°57'99E 0.53' /° \ -- __.- -- 'L � \\ 18~cPP \ y ;\\\\\� \ ___- \ \ -_ l \ ♦ \ \ \ \ \ \ \ \ \ \
CP -oL �� �� - - - r - - - �� 630"E 9 \ INV OUT=96�- ��` 1 = \ -\ - \ \\ \\ \ \ \ \ \\ \ \ \ / / ` \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ I 1
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I� / ^ I � - - _ _ 501 _ - I GRgr�roP LET - - / \ l � �c� \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ -
\ I ° \ - _ _ _ - ` - _ ( _ E�EVCP 8.69' I �@ / / \ 1 \\ � ` \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
( \ l - r1 1 \ \ \ \ \ \ \ \ /
\ /_1 I \ \ I - -o_\_ o o _o-�; == - -- I � I / �GP / / / �� / I\� -, \ \ \ \ 1 \ � \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ ---�/
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Y ' _ \ _ - UGP I \ / / ` �\ / � \ \ \ \ \ \ \ \ \\ \\ \\ -
LEX. GRAT�7G2e INLET.' EX. ( / \� = i i HEADWALL W/- \ I M \ \ \ �� \ \
\ \ I ( ! / I!// I 1 0 \ �Vc \ / \ \ \ \ \ \ \ \ \ \ \ \ - -
ELEV= 493.28' \ POST � ( l BURIED PIPE / I k) � L _ I \ \ RFj\i � \ \ \ \ \ \ \ l
i9 8 / I / / � I O \ \ S/p \ l \ \ \ \ \ \ \ \ r Z
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\ \ /EX \ \ \ 499 �A9 / -
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I =� � POST/� I --- -/ - - �� I I I 1 /I -- \c' \\ a\\� \ �\\\ \ \\ \ \ ! \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ �\ /\\ \ v�
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ROSINIA JAMES M .� 4 G �- \ I \ _ _ _ - � - - - - I \ \ \ \ \ \ \ \ \ \
PIN: 9779-59-7542 1 n ) - \ - - - - EX. CONCRETE SIDEWALK / I I < / I \\ / \ \ \ -
DB. 1013, PG. 161 W I Y \ I - - \ EX. CO / / T - - / I I I I \ Q \ \ \ \ \ \
1 j p \- - \ ��� _ COL / £f--- i -- \ \ \ \ \ \
EX. WOOD POS \ - EX. I - � l \ \ / � \ \ \ /
- VI ? \ GRATE TOP lNL Q 8 - \ I X \ \ \ \ \ \ - /
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- - - I I I 1,\ \ / I I 1 I I \ \ \ \ /y / \\\- \ \ \ \ \ - \ \
I ELEV = 494.18' - EX. BRICK WALL i - / t\ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ v
N Ex N _ - / - / s _ 1 \ \\-\ \ \ \ \ \ \ - \ \ \ \ �.
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I I /� \ -s�,- ( / II S I I 1 /� -� I\_� \ I I I I I / \ \ \ I \ \\ � ) \ '> \\ \ \ \� \ \ \ \ - - \\ \ \ \ \ \\\�
(_ 495 ¢ \ � &PLANTER
Z U GATE I\' - _ 1 I 1 I 1 \ \ \ / - \GRATF�TOPINLET.' \ - \` -�(� Vim' I .r' I 7 I 1 / I I \ \/ \ / 'S/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - l \ \ \ \ �i - - - - \ - - _
�_ EX STEPS - 6 - - I I ( - - / 1 \ \ h \ \ \ \ / \ I I \
` � EJZ-BRICICLNALL \ , iFLgV = 4{197.40' 2 \ I £� I - / I I \ Ci \ \ \ \ \ \ \ \ - 1
\ _ 49 _ & PLANTrR -� _ _ _ jj�� 12" RCP EX. BRICK f4 , I y�
ii III $ _ _ -494 - \ GRATE TOP INLET. - - - - _ GRATE TOP INLET. d I ' / 1 INV OUT -A491.36' I I � �/ \ \ \ \ \ I I I I - I /- - \ 00 I I I 1 \ \ � \ \ �h' \� \ \ \ \ \ \ \ \ \ \ _ 1 I / ) \ \ \ \ \ _ - \ \ - -
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P _ \ _ \ [ 15"RCP \ I �5Y2CP 93_60 Y \ r - _ _ \ /\�\ \ I \ 1 I �f I r S\ - - I / O � - \ \ \ \\ \ \ C \ \ \ \ \ \ ) 1 -
G 1 EX. BRICK I�AtL - / O -
/ EL V=491.82' 1 I ` _ _ - / I ` I - - 0 h I \ �C \ ��� 1 \ iS/ \ \ \ \ \ \ \ \ \ I 1 / / / \ \ ' / \ - \ \ \ - \ \
x X I \ I t'5"RCP • lNV IN = 488.58 '79Sv - - lNV IN = 488.28 l �1 -_ / -'t 1 v \ I I O / / O \ \ \ \�i\� / \ C3 j \ \ \ 1 1 / / / / \ - - - \ Z \
I U I - I X15" RCP I1 I \ I r� = - _ = - - �I E VEL �t I I - I \ \ \ / I \ \ \ \ \ \ \ \ L / / I \
/EX. POST v 15"RCP / l \ \ / \ \ \ \ \\ \ \
/ r 1 \ I I \ \ - \ \ \ \ \ \ l / \ \
lNvou -1 E2•- 11 �- - I 7 \ 1 1 rn I I M / I \ \ \ \ \ \ / / - \ i'
/ I \ lNV OUT - �188.4T INV OC7 - 8.16' I I III 1 O I I \ S \ \ \ \
k / �I / I / l _ - _ _ l -� r I�I 4g5� _---llf�� / I III 1 I rn o e / \ . \ \ \ \ \ \ < \ - \ \ _ - -
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I I I r - J I-- �Z 1I I / �j I I1 I o I I 1 I o - I\ I \ \ 7 / \\ \ \ \ \ \ - \
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- - q'9� GRATE TOP INLET.' � I � � I � � / jFEEDER \ � � 1 J / / / � I \1 I 1 I I Ll7 I I b / t I. \ \ ` \ EX. GRATE TOP IN \ \ /6� \ c9 \ °/ \ \/ � / \ \ C/� \ \ \ \ \ \ \ � � � \ � -\ / / \ - \ � \ / \
(\1 O EX. OVERHANG / I I 1 I £t / S� I a� I I I 1 O I - - \ I \ \ \ O \ \ \ / �\ /\� \ ", \ \ \ - ��_ / -1 - - - \I
o, o Ti n T rTrT T/ 1 II , �� \ k 1 /� I I b - - - \ ) \ \ \ a / \ \ \ \ \- - \ '�' \ \ \/
\ ELEV - 508.55' \ \ N �\ \ \ \ \ - - \ �\ - a
I / I / _ 49 Ex I I o I \ I \ \ \ \ �, \� / _ _ _
/� BOTTOM OF�OX = 487.67 I 5 \ III f{ I I I I I �� L \ I lRti/ ACCP 50765 \ - -
CP b o III EX. l -BEAM /-��r/7iT�T 7� -/-7717171 r7 -7-7-7- /71 71 77 r7 J 9 -��� �P I II II I As I I / \ \ \ \ 12"RCP- - - _1 - - _ \ \ \ `-) \ \ 1 \ / \ �b� / ! - -< \\ \ \\ v - \ \ \ \ \ / 1 \ \N) I - S \ �■GR�TET
X v T i �� GRATE TOP INLET J1 �i®� /7/T/ �T7 /T/ T/ T I 1 AP \) T I I I \ \ \ \ / /
j �,r� � STORMINVERT GRATE lOI'/)lLif7 / /-
\ ��' \ 1 V I I � r /7 / 77 i , ELEV = 492.63' 12"RCP � ��/ 1 ELEV = 494.27 I / I I I I 1 I \ \ \ " IN=OUT = 50748' - / \ \ \ \ \ \ \y \\ � / �\ \ \ \ __ - - f - - _
/ / I - \� \ II - I I1 / � �- - UCATV = -� / I m / / - \ \ \ \ \ - \ \ / � \ \ ELEV=533.1
\ a GRATE TOP INLET. 24"RCP lNV IN = 497.94' GRATE TOP INLET. J 12"RCP / Z� - - -i \\ \ / \ I I I I / / k I \ _ \ \ 1� / -\ \ \ \ \ , \ \ 4* / ' ��\ \ \ \ �/ \ (JG� \ \ �S"SCP
/ C \ / EX l -BEAM ELEV = 498.73' INV IN = 487.26' ELEV = 498.06' INV IN = 489.31' - - - - - - - - - �-- y / ( q / \ \ y c / / \ \ \ \ \ \ ) \ \ \ ~ \ \ \ - / - - _ \ INV�v 'S2Y4
II ( e \ \ 12" RCP 1� GRATE TOP INLET.' BOTTOM OFBOX = 487.14' 15" RCP ) � \- ) _ _ --493- - -� - / \ - I I I I I I / � 'i / - - - - _ � - 1� _ y /I� \I - - - , \ \ � \ \ C2 \ \ \l � \ �� , � / \� \ - \ \ _ \ � \ \�\ - \ - \ 1a Rcp
�, I 15"RCP /T I _ - \ I I I 2 \ - < / , \ \ I �. \ \ / \
( \ I / lNV IN = 489.28' ELEV = 491.55' lNV IN = 48776' /- - I I 1 / / I7 i o- / \ \ \ \ \ \ \ \ \ \ \ \ � \ -1Ni/-0Llj = 5
N _ I lNV IN = 494.46' 24"RCP 8"PVC GRATE TOP INLET.- 15" RCP \ - -494- - _ T \ I I / A 50� - r / y/i// ' , \ _ � \ \ i \ _ _ -
- \ Lr \ I 24"RCP ��- I I �n - - - / / �/ \ \ \ //-- \► / I
'EX. STP lNV OUT = 487.24' lNV IN = 488.10' ELEV = 490.01' lNV OUT = 48771' 1/ / /T/T/ 7 i 7� 777 TT�T/ / T/ T/ 7� I l I ~ / _ / % \ \ \ \ \ \ / \ �� \\ / �- \ - \� / - -
lNV IN = 494.60' DRAINAGE MANHOLE: I I 1 I m - _ - / " '-7 \ \ \ 1\ \ � / - - - '\ --
I I EX. l -BEAM 8" PVC 15" RCP GRATE TOP INLET. GRATE TOP INLET. I 14 / / i \ \ - -
\ ( I / 24"RCP ELEV = 495.00' 1 / %3 / _ \ '1 \ \ \ _ _ \\ / / ' �,/_
I \ I � II I INV OUT = 494.53' � GRATE TOP INLET. lNV IN = 488.10' lNV IN = 483.83' 18" RCP ELEV = 494.82' ELEV = 491.82' I I I I I m / -° / ///� � / ' I \ I \ \ \ \ \ \ I \\ / / - - _
ti 1 IT ELEV = 492.87' 8"PVC 15"RCP INV IN = 48754' >5"RCP 15"RCP I I I 1 1 / _ _ - - •v/ /� \ \ \ I r _ _ \ /
X \ y / L@@� 1 � EX. l -BEAM 1 INV IN = 487.90' INV OUT = 483.71' CHAPEL HILL BOARD OF INV IN = 487.79 INV OUT = 489.02' I 1 I ! / 1 \ \ I, `' � w yn
V 1 1 B GRATE TOP INLET.- 12" RCP 18" RCP I I I / _ _ / 1 \ \ \ 5 _� -_ \ -
I L - - _ / - EX CONCRETE SIDEWALK � \ TE TOP INLET / I � D
I 1 (. ,,v 18"RCP EDUCATION 18"RCP I - - ) i E 7� T7�T/7/T/ T/ � \ \ \ I U \ � W_ I
9 ° ti I I \ I I ELEV = 4 OF B lNV OUT = 489.52' INV OUT = 484.57' p1 PIN: 9779-68-6385 /NV IN = 48749' INV OUT = 487.70' I � / / / \ \ \ \ \ \ I k ,y _ - 'ELagr- s33 42 I �_ -
° I I I I I ) I I I BOTTOM OFBOX = 48771' �� GRATE TOP INLET ELEV E 489.67 LET D8. 208, PG. 15 r/7I I T I Eke _ / I 1 r - - - = 1 / \ \ \ \ 1 I 1 I I I \ - _ = _ 18"RCP 5 8 Si Q`
I 1 III + ELEV = 498.41' GRATE TOP INLET 15" RCP 1 EX \ \ J G \ I % O\ \ \ \ 1 � \ - - _ b _ " '�/ I \
II I I I I EX. l -BEAM GRATE TOP INLET.' ELEV = 486.97' \ C L ) r WLI 06 ' 1 ' OZ cA \ I I \
JJ ELEV = 496.68' 12"RCP lNV IN = 484.24' EX. 2 -STORY / //.� I \ Ir p\ \ \ \ \ - 1� o ry(iI?p' 1 �:: !-R - - \
BACKUS DAVID - I .I I I I 1 ' EX. BENCH INV IN = 49575' 24"RCP 15" RCP BRICK �� I 't � rP / EX. ) I / / I Ap `; \ \ I \ _ _ -
1 1 Y � p 15" RCP LKX. B,12/DGEI / / i c� I I I \ /
1 /NV IN = 483.10' /- _ 1 / I COL EX. V �, \ \ \ \ \ \ -
PIN: 9779-59-5344 - ` INV IN = 493.82' 12"RCP INV OUT = 484.24' BUILDING J - �n / ( / I \ Ilj �m\ I / - _ -/ Q
\ I I II I INV IN = 49503' / / /i \ X J ' COL EX. (n \ \ \ I I \ \ / / C
DB. 4889, PG. 551 1 EX. BENCH p6"RCP 15"RCP -�L - - \
I \ I1 15" RCP INV OUT = 482.53' BUILDING A' A r �X / / 4 - COL EX E / \ I �o \ \ I I I I � r \ J
\ EX. l -BEAM lNV OUT = 493.73' 18"RCP GRATE TOP INLET. OL �� COL m \ I \ cv / <
W I \ I I D ��\ \co ( - co �L EX \- - :a \ \ 1 1 \ / , - 1__ \
X \ lNV OUT = 491.69' ELEV = 489.02' \� \` EX. �7- - - �� EX. \ I y 1 1 I (� / -o
EX TRASH BlN lNV IN = 48273' L COL / I /
I I I STORM INVERT 1 15"RCP 15" RCP \ \ \ l/ EJC. � j- - NgRE7E S/D - [ COL , R \ 1 I I O,y I � � / - \
M 15" RCP DRAINAGE MANHOLE: I \ \ _
\ \ \ I \ I` ELEV = 493.85' I ELEV = 493.26' 1 \ I COL ) / _ _ %r - _
lNV OUT = 48247'
I y/ lNV IN = 483.93' \ \ \ I \\ COL EX E� EwALK - �� - \ rr�,L \ \ \ \ 1 \ \ \ \ ! ( £ 1 I 3 // - .
O \ \ I I \ \ EX. STp� Y 15" RCP F EX. ST S \ / \ EX -rj Ir \ \ I \ \ \ \ \ \ \ \ £ \ / / / II / / - ��
o F l / "- EX. l -BEAM 24"RCP �� GRATE TOP INLET. lNV OUT = 484.90' `- �\\ 1 \ \\ COL \ \ `\ \ \ \ -o- -�
O I f -0 I� `E GRATE TOP INLET. INV IN = 486.34' ELEV = 490.01' I \ '1 \ I \ I COL /EX. e \ � \ \ \ \ \ \ \ / / -
I I \ ELEV = 491.76' 15" RCP EX. SANITARY SEWER MANHOLE: 4. 1 -, - \\\ ) / / � APPROJ�M CO j C x ' \ � \ \ \ \ \ \ / l lT�!?�Yj$EWER M HQLE.� / O S
I 12"RCP RIMELEV=491.64' I I LOCATION OF P¢ m ' \ / RIMELEV 633.30 / / _ z
I EX l -BEAM 15" RCP INV IN = 489.73' 0 I ) \ \ \ \ \ \ \ \ /
\ II {� O) \ r1 / I J I i, lNV IN = 48523' /J _ - - 8"DlP -
/� r lNV OUT = 489.16' 15" RCP 5" RCP 8" TC 1 1 I I I I ", , \ E�OSTING / COL \ \ \ _
lNV IN = 486.34' lNV IN = 48754' I I EX. STE \ \ / / / DOMESTI WATER / / ^ EX. I� \ \ \ \ O \ \ \ \ \ -�� - - / lNV l 523,07 /
a~ rc / I \ / % l '� \ l / \ \ SERVICE / / \COL Y \/ / ( \ \ \ II a - - \ / L Dl
\ \\ I / J / I / � / /�/ 15"RCP483.36' I / // \ \ C - / \ / i \ \ \ N \ - - \ I I \ / / II Ir�f
\ -p \ I 24"RCP �C
\ \ / / 4 lNV OUT = 485.19' lNV OUT - 483.31' / 1 [ / I H \ \ I \ / \ / EX. 2 -STORY i
\ (s( \ \ \ \ \ lNV O 23.0® J
lNV OUT = 48747 \ .
_ ®� / BUILDING / a
- \ \ \ ' / / J d EX, l -BEAM /I' /1111 L1 / L /�/L/1�11 L1 /_C /-L /�/1�L/Ll L1 /AL1 � 11 LL /-L / /�/ TPS 11 L1 / L /�/1� L1 / I / / / �� S �� /- - /r i\��, \ \ \ / / BRICK -
_ I Ir / / \ v\� \ \ \ N 1 \ I \ I I I I` �\ I I \ I� -y32 / /
EX. GRATE TOP TAIL I 1/ EX, l -BEAM EX. - _ �1 \, / \ 1 I I \ \ /ARD -
ELEV=488.65' \ / r 1 "}/-L/ OVER I L - - - - - - - - - - - - - - - -L = J - - - / EX. BRICK - EX. STEP�r� EX. STE/7S
// - \ - - - - - \ I \ \L I !�_ BUILDING'C' \ \ \ N ` \ \ \ I \ I �S//ACK / /
15" RCP \ __� � \ I I1\ � �5 1 I�XRf1MP_ I 1 HAN EX. CONCRETE SIDEWAL I A S J - - - - - - - - - - - - = -_ -_ _ / / 1 l \\ I / I ) \ i \ I _ \ (r \ cS � / II II % Q
\ \ .i ___ - -� - - -� - I+-- / I \ 1 -\ cp cry (P 2 \\.- / /
INV OUT = 485.60' \ \ \ I �I - - - - - - _ _ � BENCH /FX. 60NCR rE � �E'� - - / \ - - - / / \ \ I \ \ S cS "' \ ��
_ - - \ 1 I EX. CONCRETE SIDEWALK - �V/ I \ \ 1 \ \ \ \ O / \ - - / - - - - - /
III -- \ II ;--> - -- _
--- -- SfBE4K4LK-------- /EX.ST / I I --
(�/' 1 / ;, > / fi - - Z - - - 2 / \ I I I I \ /�\ \ \\ - - - - - - I \ \ I I I \ - - \ \ EX. GRATE TOP lNL /
II 1 - - `a \ I \ / \ \ I � \ %)_BENCH m � \ K / `-\� \ /'� - - - - / / .�v \ \ \ I 1 \ \ \ \
I C{ � / - �• / \ -� \ ;� 1 11 S I \ / V- \ ( \ \ \ I V CHAPEL HILL BOARD OF 1 I \ � �` \ ELEV = 528.91' /
\ 1 Ex. \ \ �� \ / \ � ' I Y I \ I 1 / II I I I CO CRATE K 1 l I /\ \ \ \ < I � \ \ 1 I N - - - /
- - - - 1 r'B % \-"- I / _ EX. BENCH \ ¢ I \ I 1 / 1 NT RS \ \ ) I I I - \ \ \ / \ \� EDUCATION /I \ 1 \ \ \ \ ` (� - \ FULL OFD�l7lS / '
/ 1 I - \ / / 1 --\ \ -� �- % //
_ _ / J W W / \ \ \/ I I / / \ \ DB. 208, PG. 15 / \ \ \ \ - /
T I 1 � \� � \ � � �Q Y � � /p/ 1 I �f / I /491 I \ � / I � � \ I � \ \ \ <j�� PIN: 9779-68-6385 I \ \ \\ \ � � \ �
IRF $ \ \ I RAMP \ / L l / \` � O L / ITS \ I / \ / /
II \ 1 / ' / \\\ W EX. TRASH ON � \ \ � 1 / - / / I I \/ \ \ / / \ \ \ /Z EX OVER HANG � \ \ \ \ \ \ _ �- � I
/ 1 \ SEX. GRATE TOP INLET.
1 - \ ` \ \ \ p ~ I / I \ \ , / I 1t It � I I 1 \ I 1 I \ \ \ GRATE TOP INLET. ��\ \ \ \ S \ \ \ \ I - - _ �// ELEV = 528.70'
II \ - - + - - \ \ 1 49 \ I -EX. 1 EX. BRICK PLANTAR / U W \ \ / \ <� / / 1 rn \ \ �� - ELEV = 508.11' / � \ I\ c \ \ I r
N I EX. - � / PLANT �-- -\ K / / 1 / m \ \ / \ \ \ I \ \ �= FULL OF DEBRIS
/ 1 - - \ \ \ I BE �� 1 / / / l W Z J 1 EX. S/GAW I \ / / \ ENCH 1494 ' / / \/\ 1 `� I ori 1 I 1 I /\r I \ \/ \ \ \ \ \ \ \ \ INV IP I \ \ �O \ \ \ \ \ 1 \ \ \ I - _ \ \ - - I / / /
1 - - A88\ - b \ - - _ _ - \ I p - \ �J EX. Pl /EX. BENCH \ ' �/ 1 �t \ <{ I 1 \ \ \ \ \ \ \ \ \ \ �{ /L \ \ \ \ \ \ \ 4" TC - 506.01' \ 1 \ �. \ \ \ - \S \ - - \ \ \ - - II N - - ��
I - - I \ _/� \ \_ / _1 \ _ \ / 1 1 I / ``LL22ss'' / \ \ �' lNV IN = 506.11' / \ 1 t �'i \ \ I \ �:& _\ \ \ - - i I �' '''7
\ rgBL \� \ \ \- l\ \ \ \ /
- - � - - - - \- \ �� / EX.-ENCH \ N €� I ^ > \ ` 1 1 1 1 I / \ \ \ \ J/ \ <Z RCP \ \ \ - \ / ' II /
III - - -\ - - h = - (9 \ /� �c - _ - - - - - - < \ \ / I 1 I/I� J- -�- \ / - \ �/A, 1 1 \ _
\ EX. ENCH \ I / G'.�
St I __ k M , / / N I 4 \ \ EX. OVER HANG / 1 �t ( \ - \
/ \ \ \ i E TRASH J_ / 1 I \ I I \ \ \ / \ \ \ V OUT = 50556' / Ll / -9 \ \
- - a \ - - \ 3� / \ \ / - I I _ \ \ \ \ \ / EJC OVER H I \ l \.' - \ \ - \ /
r- \ / / �' \ \ � \ \ � -489- r - � \ I I I / \ \ � \ \ L \ \ I T - d I \ \
/ 6/N L / / J > \ \ 1 \\
- \ \ / X BENCH-� \ i \ 488 1 / - \ \ \ I I \ / / ?� % ^ , / / 1- j I - - Ir / I _ II
VIII _ -� / `k \ ^ - _ - ` I r`-3 ` I \\ \ \
II -- - -- \-\ � L� Ex.srE - a--- \_- e / �- /\_ --_�__ / �. / �Q0 \ \ \ \ \I\ / / / /' / / / - -- \ \ \ \\ � \ \ \ \ - -- �I
�- P�------� L-- ` EX. BENCH \ \ i €X. ST \
I -I - - - - - - �- 1 \ \ \ \ \ \ \ \ \ \ \ Q / , ARD INLET. �� � \/ V !j / / \ I I \ \ \ \ - \_
\ - - I ___ EX. CONCRETE SIDEWALK I I 1 / ELEV= 506.58' / i / G T CpP INL T I \ - I / I
__ ,I I I /----- - ___-- - __ 1 I` 488- - / \ \ / / // �� � \/ / � s \ \ I I
1 --� -- / �- __
II _ lI I 1 / EX. CONCRETE SIDEWALK / L \ - l� \ \ / / J / //� I I cJ � , i
EX. I / - - - / - - - - -I I - r \ �\� \ \ \ \ \ \ \ \ \ \ ) h \' / / lNV IN = 50575' \ \ \ � BRICK L/- \ / 12" I�CR I \ \ I - - ♦ \ II i / II
\ 1 -STORY I I / EX BRICKPLANTER� �� \ - - �% - 1 - - - - - - \ \ \ \ ' �J \/ \ EX. \ - /\ / // INVIN-115 81' l I I I K \ \ \�
Y / \ E V L5b .90' I /
---__� / \ \ \ \ \ \ \ \ ( 8"PLASTIC \-- I II / /
\ _ // �1 ` \ / / / 8" PLASTIC i
/ I - - \S/ - - I - - I I TRAILER I I / / �/ Ti 777 r7 17'/7/7/ Ti T 7-1 J7 rT\ /T`.T/ j l I / / �{ - - _ - - - - / I \ \ \ ) ) I I I / / , < \ \ WALL r \ Ir /NV/OUT 04.75' I \ - _ \ �. \_ - '- - I /
/ rr, i I I / INV OUT = 50572' \/ \ i / \ /
�� ` EX. RA P ) 7 % EX GOAL POST \ \/ \ / / \ 1 � / / \ / % l I I \ \ \ \ - /
- I - - � / 7/ /7/777777 TT�T/ /7/7777 rT� _ -_ V \ ) / / / I I I /i \ EX.
I - - - EX. RA P 777 T�/T/ T/ 777 7/ r 7 / - V / / / ' ' \/ / ELECTRIC ( / I V A �2 - / / v
- y _ - - /� ��f/ "� �"�� V EX CONDUIT BOX /I / 777 771-T/7/T/ T/ 7�Y7T7'/ T' I //ORA/N '�, \ I \ // / / \ \ I -{I- - I/ �I /
III - \ -\ ,%y� OVERT/, / I 3 x! Y � \ �aox I I 1 \ /\ I / /// / \ - \\--\-I- - / _II / //
I- - - - � - - - II EX. I HANG I EX GOAL P SL I / /'n\ /// �J YARD INLET.' / \ I �\ / / ( V / I \ \ \ I \ �� / \ _ /
l - - - v -STORY I EX. GRATE TOP INLET. EX. SANITARY SEWER V \ - \ V/ / ELEV = 506.83' \\ \ \ I /� \ v / / / \ I \ \ I \ \ - /
- _� - TR4ILER I I MANHOLE.' � I I \ I \ I 8"PLASTIC \ / I / . '� / I I - as _ L GATE TOP INLET.-) - � - 7�7°°°"���"°°""
I IY - sr88 I I f ELEV= 488.50' RIM ELEV = 491.92' / INV OUT = 506.09' \ / /j -- \/ / \ / I I \ `�/. \ - ELEV - 524.2 ' _ / A3 / / /� /
_ _ I V 12"RCP 6"DlP I I \ \ � \ \ / \ / % \ / I I \ \ 15"RCP _ / \ - - I / / h /
- I lNV IN = 48510' I \ - / i / I \ l 1 \ \ ` \ lNV OUT = 520.61' / - / \ /
1 - \-�T,� ,/ INV IN = 486.96' APPROXIMATE LOCATION �I 1 \\ \ I - 1 /
I \ I ® 111 EX. OVER 12" RCP I I \ OF EXISTING SANITARY / \ \ \ l / ,� \ \ - - / - \
X III - \ B - - - - - - - EX STIP HANG lNV OUT = 484.69' I� SEWER LATERAL / - `/ I / 1\ (/ \ - - \ -
4 IN DIN = 487.09' / I \ W \ EX. 2 -STORY / \ \ \ \ j - \ \ \ \ \ \ \ I \ I - \s \ I - - - - a 7• - / II / / / // �6 /
- - ' - - - 1 6"DlP j I U BRICK \ � \ \ i i I / l \\ \ \ \ \ \ \ \ \ \ \ \ \ \ _ �O - \I �� - / / // h� /
I\ 2 \ BUILDING ` \ / / \ - / II / /
/ I � 1 - - I �� EX. GRATE TOP INLET. INV OUT = 486.82' I \� ` \ r ,A '� \ / / / / / \ I \ \ \ ) - i\ \\ \ \ \ \ \ r \ T -� \ - \ / / / / 1\�/ /
EX ELEV = 487.51' EX. 2 -STORY Y \ BUILDING D' / / / l M - � ! /
dI - 1 12"RCP BRICK _ I x !� - - \ / \ / / \ A -V \ I \ \ -\ � - _ - \ - - /I I / / / 'J/ / /
- - - - - I I I 1 -STORY I `- EX. SANITARY SEWER �- I I � / - / 1 � 7 -- I \ \ \ I \ .)
- I TRAILER lNV OUT = 48559' BUILDING MANHOLE: ,� _ / / �\ \\/\��(1�,/',y \ \ 1 / \ / / % I I ' \ \ \ I � - S7 \� - - _ - II / 1 Q II / / \ / / v
- - - u - _ _ _ / ` f V / - 04. I 1 / \ I J 9 EX GRATE TOP l / / �� - - I I ( h /
- - - - - - I I/ I /( \ \ \ \ 1 \ \ Nf£-- X. T� �O!/INLET./ /
I RIM ELEV = 488.91' Q G KATE T P INLET. E Rq
- EX. RAMP I r C7 U \ ` / E EV - 5 6�' I \ I / /_
BUILDING B' 8"PVC \'
I I - - - - 1 - - `1 - r ✓. \ OC-- / " / / �\ � x \ / / 1 "RCP I - 1� mX \ I - \T - \ \ / \ / 15"R01� 173fi / / /
RAMP / lNV IN = 48551 k J / \ / l ELEV = 516.81'
EX. GRATE TOP INLET II �* A \ // �V, /� - //
= 1 r I-II HANG �� L I I W \ r / y i \ M \ \ I \S - - - I / / 15"R �13.�1' /
h EX OVER 7 V�Y Z� EX 1-STOR1k m I / \ O \ \ / I ,
II - � 8"PVC )< \ /L/L/ � / L \ '9 \ / / \ � l VIN = 50277 � I n \ \ \ / / /
X I � - - ELEV - 486.03' cP "\ r I \ / \ = YL(LL OF DEBRIS- - � k // r ! / / / /
�I I \ / \ / '\ .c \� r 1►p,"RCP r 1 _ O Q \ 7 I 15"RGP / / / /
1 I M TRAILER j i / / \ 1 .\ / / IA�U/OL/lT - 51Y / / //
V lNV OUT = 485.40' '� / Z
S( I I LSA ? '5 O \ \ Z \ GRATE TOP INLET. / / / / / / / / �I
15"RCP o / / m \ \ / / \ / /
EX. EX. SANITARY SEWER MANHOLE: / O 1\ I I I O \ / / \ C� l V OUT - 50 .03' / \ Z \ 8 \. //1 _
\ 1 -STORY / i q d O O / L / \ 1 / � _ \ \ /
I 8S� - _ _ lNV OUT = 481.58' ILER RlM ELEV = 48513' O a O O O \ \' �\ \ - \� /� p \ \ _ - / /
\ FULLbF EBRIS
f 8" DIP \ \ ( / a h / /, \ \ / \ -, I 1 / I\ N \ I \ ELEV = T OP I ' \ \ -ftEV = 519. \ / [ / b 4J
\ - G I - - I I I I / I I \ .� Gft EX. 1 -STORY \ \\- \ \ \ / /� \ \ \ \ / \ / \ / oY \ /
I III _ _ - L INV IN = 477.20' / / I $\� \ GRJV =TOP INLET \ \ - - / J , / / / r
L- ; 8"DlP / I , I I I I r / \ STE \ / N / '\ m \ \I / - _ e - / \ / / \ / h/ /
/ \ 4 \-5" RCP - _
/ EX. STERS /NV OUT = 477.20' / \ \ \ \ \ - - 1 I r I / 0� \ TRAILER / \\ EX 1 -STORY / \ �c 1 / / �\ \
= J i / \ TRAILER \ / / - - \ - \ / y
-�-- / I \ \ I ) I I E e \ / \ \ / -- _ f r///I\/h/h
I / r r Ti/ 17 r7 T r/JTiT/ I 1 \ \ \\\` = / \ X \ > I \ / �- - -� / / / /
_ _ _ I ,1(vvour= s1�a ' / / Q p0 OrO�/ /
I\ - - - EX. RAMP GRATE TOP INLET. I / I \ \ ` ORA/�L-/ / / \ \ g / \ / �\ \ _ \ - I ` - / // / / / /
I1 - 1 -f ELEV=TOPIN l 1 I \ \ \\\\ - / / ` \ � / '\ \ /% n \/ \ / \
WW / i, � / /( \ \/ \\ \ iso / \ \ / / l \\ \ / \ I \ I \ / - / /,/ r/ ///
11P - - - SPS BOTTOM OF BOX = 4 9.97' � \ - - - - - / / \ \ ' \ \ \ \ I \ \ i \ \ / -\ - - �- - _ / / / / / /
r a I I / - r - r I / \ \ / \ \ \ \ /\ / / \ \\ k / / / \ \ �\ %' _ / / \ r / // /i ri /i /
/ \ �� I �` \ \\ \ \ \ // �J \ \ \ k \ I _ a -- _/ \ / / /
- - % - \ r � j / \ _ I � " _ - 1_L J"C ` \ Ex. 1sreRr 1• / � \ EX \Y -STORY \ \/ � / / \ \ � \ - _ \ % � / /
- - _ _ � / \ \ � � RAILER TAIL � \ � / / Lz S�1 /TA6Y1'SEWERMANHOLE.�
/ \ \ r- � \ \ \ T / \ \ 1 / i o TRAILER �Y / �� \ \ 1R / \ \ \ \\ / / �\ / \ /\ \\ I\ � / / � / �/ / / / /
-- - - - /I \ \ \ -, \ \ \ \ / \ \ �s s\ / \ X � ' \ � � \ � � / � \\ � / S/ /�!P��V,cs11.a4'
- - _ � EX. HVAC / I \ \ \ ( / / \ \ / � \ \ \ \ / /\ \ � / \ \ / J I \ - -1 _ - - _ _ / // i - / / / l lly = 50505'
_ EX. SANITARY SEWER MANHOLE: " / L T/ \ \ \ \ \- / \ \ \ / � \ \ \ \ \ - \ �f / / / r �,% {7
o -__�_ / RIMELEV-486.94' /�/_1' /-/� _Z/L1"//� /-/�/ 11 /1 L1/ �/
O � / � / - \ \ / \ / � \\ \ / i / \ I i / / � // / / BPC
r / _/ / L /_ l \ / \ \A\ �\ �� I / / / / ING6ur=so4.ss'
EX. GRATE TOP INLET. - - _ - l ✓ 6" TC \ \ \ ( \ \ \ - /�\ / \ \
\ I EX. STEPS T-- \ \ \ \ \ \ I \ / \ \ \ -- \ /� \/ \ \ �----1 /% / / I / / /�///
ELEV = 484.00' I \ - I /NV /N = 480.29' � ` - - - - - - = - - - - - - J \ \ \, I / �x 1 -STORY \ l - _ \ / / / \ I _ _ / / - - / /
/ EX. SANITARY SEWER MANHOLE: - J ( \ \ / \ \ - / EX 1 STOR \ \\ / / `( / / / / / / r
15"RCP �� 8"DlP I EX CON RETE SIDEWALK - _ -- ` , \ \ \ m I I \ \\ TRAILE/t� - EX. 1 -STORY \ y� \ \TRAILER \� \ \ \ � � \-- \ J I \ / / - � - - / - _ / �/ / / /
M \ RIM ELEV = 486.94' L \ `��\ \ f \ ( \ \ / // / /
INV IN = 480.98' >L _ _ lNV OUT = 480.24' _ / �- _ \ \ \ \ \ \ � - \ \ TRAILER \ / / \ \ \/ \ / / \ GRAi(E TOP INLE j _ / I / - / / r
8"DlP \ - / \ n \ I\ \ \ I J}'
15" RCP I / \ T / T / / / - -,\\\\ ` ' O \ \ / - - / - : \ / \ ELEV - 514.181 / /
lNV IN = 478.26' \ / r \ \ \ \ \ \ \ \ � \ - \ / \ \ \ -N 15" RCP / \ _ /% _ \ / / /
,! / \\ \ \ l c� \ - \ \ / \ \ \\ / / \ \ \ lNV IN = 510 73' I / \ - - - _ / 1 / / // /
INVOUT=480.71' - S JHN - - � \\\\ \\ \ \\ - , - / - / \ - -` \ / / 15"RCP /
�- 8"DlP \ // ,`SAN- �- / \ \ \ / \ / \ / / % P /
t I� INV OUT = 478.18' \ 1 �--_ �- GT / \ \ \ I \ „\ \ ✓- \ ,l \ / \ - / \ r / / /
\ \ - ✓ \ \ - \ \ � \ / \ / \ uT= 51 I ' )/ \� I \)� /�/ / r // / r
\ \ \ ( \ \\ \\�\ ' I \ % \ t\ \\ \ \` a\ \ \ - - - - - \ / �\ EX. 1 -STORK \ \ ; _ \ l \ \ \ / \ / 1NV o , i I / �G/ \� % /
SANITARY SEWER MANHOLE: S� \ \�- / ' // - GlY �f - - - - - - - - - - - - - - \ II \ - - TRAIL�I� \ - - - \ \ / \ / /\ \ �4 I / / , /
ELEV = 483.47'
\ �/�/�/� � � � �/�/�/1 1 /� �/�/�/� ��/1�//�/�/1 1 � � �/� _ _ _ _ _ _ \ - 1- - - - - - ) s\j)pRnpl FTS I � \1 �I� \\ \ \ \ \\\ \mv\� \ \ c - _ - - \\ \ \ \ / // /'
_- - /
�q - U.G2 - - _ 6"PV x D I \ \\ \-r - _ _ - - - - / \ / _ - / / / //
N=474.sr --��- -�� GL -- UGTN - i� \ \ \ _/ - 1 > / / / /1 /
\--1 -� _-� - I\\\ \ \ _ \ - \ \ \
c \ I - - =`=fz -� - - -�- � - - - I - - \ ' I/ LEVL-4 I I I I \ \ \ \ \ � \ - - - / \ \ / \ \ / / /
OUT=474.63' --\ ---- -- = G- = r - G-- -� I \\\ \\ \ \ -- - - �,�-- / \- \ \ \ \ \ /�\ /\ I / / \ / //
ves - � ) \ - - - / 1 II l�\ \ \ \ \ \ \ - - \� T - - _ _ _ _ \ \ \ I / 7 ex /7'
lA I I I \ \ \ \\ \ - - - - -EX. - � \ CRATE'TOP INLE \ \ \� y ` - - / � j� l / / R�TgllylN //
- O EX. STORM INVERT., , \- EX. STORM INVERT EX STORM SEX. STORM INVERT / I \ \ \ \ \ - S61 _ - �� _ - E6�V�' bA ' \ / I \l _ _ .9 /
� - - I I I r't4 111v RIr."I \ \ \ \ - - - - \ \\ \ / / / Wq `CCC
T I 1 -STORY / - - I 't 6" PVC 6" PVC INVERT., 6" PVC / / I 8"P d \ \ - - _ _ _ - -____ \ \ ^ RISP \ \ / \ /
/` � \ \ \ \ �. \\ \ __ _ -_ I \ \ �- � % / f �` /fro
/ BRICK _ _ G 1 1 1 _ INV OUT = 484.86' INV IN = 48500' 6" PVC I \ INV OUT = 484.00' I I ' '` INV O k 8d 36� \ \ \ - - - - - - -��"Q0 \ \\ _- \ \ / / / //
/ \ 1 BUILDING - - / . - _ _ _ _ _ - - - - - - - �V lM =484-96' - \ EX. GRATE TOP INLET.' / - J / r F 1 \ \ \ \ \\ \ __a __ - - _ _ - \ \15" RC)P ` \ \ \+ / \ \ \ \ / / I /� / Q� / / / / /
�cP _ / 1 / - - - - I - - - - - - - - \ I \ 'L ELEV=483.93' GAATEIr&fIIJN�� 13 I I I 1 \ \ \ \ -`� - - - �\ �I II 1AA1. !A1.\IX \ y / ' I / / / / / //
- - 1 - / \ 15" RCP EILEV -L4 f5 f , \ I l k3 \ \ \ - - \ \ I I I I I 1 - \ \ \ 1 \ \ i GRATE TOP INLLSF / - / - / �/ /
\ � - - 1 / EX TENNIS - - INV OUT = 480.29' X 5" PVL l STOR l 1/E T I \ \ \ \ - - I I I I / \ \ \ \ \ / EL�V�50539' /� I / / / L _ / / / r /
1 _ - 1 COURTS / INV lNI=11� .33 IN I;Ir J ( \ \ \ \ \ \ \ I \ I I I I I I \ I I I \ I I I \ \ \ \\ k INV IN = 502.6�J' - - i - ' / / / / '�/
1/ L � i 15"RCP - / / /
\ _ 1 - I / _ i lNV x7/780.15' I N O 4 .50' \ \ �i \ I 1 I - \ i / 1 / /
_ __ __ _ _ / I I I 1 \ \ \ \ s I I \ I\ I I I \ \ �Qs� / ^ / - I I 1 ` 11) \ \ 15"RCP //` / / / / �1 /
_ / lNV OUT = 502.50' / i
u 1 q 83 - 1 ( / ( I I d T L \ \ \ \ \ 796\ �\ Il3ATE rqP IN r \ \ - / I - / / / /
<{ _ _ SHED TENNIS NET / / I I I ') I I 1 Tr9 \ L 4 = 496.84' \ / - � I / / - / / / /
\ / or -I' I / 1 L - I I I I ;� S_1 \ / I 115 R A \ \ \ /�
TT \� - -- I ----- ----- mPJ 1 - I I I 1 I 1 I II -- 7r9R I(1 <<� - I INVI�=1s0\7o\ \ \\ - \ ---'� J,/
X Z \ I\ I\ \ \ J - - I I I - - - - -�- - - - - - - - - - - - - - - - - - - EX. GATED GREENHOUSE Ir' x ''I / I I / I I I 1 I I I I I II _ \ I ,I\ I I I �\ I I I \ I I I P II I %5"\\�G1P \ \ \ \\ / \ \ I I I / / / / / '
fQiJ \ \ \I \ I R AREA I ', / STORM'NNNIVER l / I I I I I \ \ I I \ / I' / - - II I IryVOU�=\19t} 59( \ \ - �\ � \� -� 1 I % / r\ / /
� - \\\ �- - - _ ao r� 1 I �\ 1 I \ / 5 / /
LOCKED NO ACCESS -7 I \ U I _ \ \ / P /
_ 3s"R I / I 11 1 I III I I I Y I \ \ i` \ \
I \\� 1 I I INVI =�7ps'/ l/l /I I I I I 1 1 1 \\ 1\ \ _- - --_ _` I III 1 I 1 I I 1 / � G_� / /
- \ / \\ /
raj/7\/TT/I\ - - I l o �' / - !I I I/ / / I I 1 1 1 1 I \ \ \ `I \ `� _ - =1= - _� �� ' \ II II - - \\II 1 1 II 1 1 \O\S� \ // \� \\ /// / /
TE OF NORTH CAROLINA V `' -/ \ L- - _ _ \ \ o / I I / J '_ ) 1 I I \ \ 1 \ 1 y - II I I I I I II II II I I 1 \ Tz `S\ � \ / / M
PIN: 9779-58-5914 / / / / / / \ \ \ I \ II \ 11 \ / II I - - I \ \ \ \ / GR ATE TUPINLET..�\ J / 00
0
I / _ _ /{� 15" RCP
DB. 1752, PG. 32 (��Q / //� // \ _ - - 1 \ / - - \ I I 1 \ 1 1 I - - \ I \I I I I I' I I I I \I I ` `SO \ \ ELEy-505.21' / \ \ //
X �8j\ I / // / // / \ / - - -482-\ \ TENNIS COURTS / / I \ I \ \ 1 II - \ I II I \ - I ' Imo\ \ - - III \ \ \ `� \' \ \ - - / / \ \ \ I/ Q
I I \ I 1 \ 1 1 \ \ I - \ `1�J I / � \ ` \ +I 1 I 00 �j �.0� \ / \ CNV OUfi = 503.41' ' \ \� � i T / / z
I /�L/J \/ �� d \ II/ I \ 1 1 \ 1 1 1 I \ I \ \ \ \ II w 0) ) \ \ y _ _ _ i / \ I / Q
GAZEBO \ 1 x I I 1 1 1 - - ' J 't vl I � \ _ _ � / / \ / - e
s _ -°- 1 1 \ 1 � 'C GRAT TOP INLET. \ \ l _ �
EX. GRATE TOP INLET - I I )( - t7G13 / - z� _ UGP L "- - - - - - _ EX. STORM INVERT. 1 \ ) 1 1 GR,4�E X0ANLET ,\ ' \ ELEV 49253' I I I I^I /� ` y \ \ / - - _ // I - - I SCALE 1 "=4C'
ELEV = 480.27 X � �_ - _ / - - - - - - - 84 - - - - - - - - _ - - / 3s" ROP1 \ -� \ I 1 I GRATE TOP I LET. /Y / i \
_ x _ _ _ - - - - - - - - _ _ - - - - - - - - - i � I \ EAEV 4 1 - _ 12" OUI I I I I \ ( ` - - - -
_ - - - - - - - - - i - - INH OUT=�t-76�8' I \ ) I lNU'OUT1=48860' I \ I I (ELEV=497.69 / 1, 1
15"RCP �� 3A11t=------GONCRETESTORM2/Dr-_-_-_ ---- --------------483------- ------------------ �-/ \ \ I 15"RP \ I I I I I I 15"RCP \ \ \ LEX. GRATE TOP INLET
INV OUT = 478.67 / - � _ - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- / I ` \ I II I I I \ I I I - - ` � i \ / / % - - - - \ 0 40' 80'
/ / _- -�A# Z'�17552'_ _ -482- - - - - - - - - - - - l \ I "NV INV 4A8. A' \ I I \ III INV IN - 494.60' l \ ELEV = 505.29'
/ l /�i i --y -- � --- =SAA%- -481--- ----------- /- / X� % I ) \ \ \ 15"iCP� 1 I I = -_- 15"RCP / --_ I 15"RCP 1
-rte - - - - - - 10 1 / _
- - - - - - 80- - - - - - - - / / I \ - \ INV U = 88. 4' '\ \ II I - - - - - \ ' \ l I \ I - OUT - 490.411 \ - \ / INV IN = 50 .57'
N--_- ------------- - - - - I II - 1 1 \ \ \ \ I I -F \ I' I \ -- - \ // \ 15"RCP \
- - - _ - - - - - _ - - - - -479- - - - - - _ _ _ - J \ /=X DISC GOLF / / I I - \ I I ✓ II l I \ \ I u� GRATE TOP IN T / d \ lNV OUT = 50144'
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--------------- ---_ SA��-_ -__---478------___ -- \ % � / / / I II I \ 1 1 I 1 1 \ \ \ I I\ j \ \_ zz== � I (ELEV=497.40' /� \/ \
_ - - - - - - - - _ - _ - - - _ _ SAID =477- _ - - - - - - x / / I I i i I ) 1 C\QNUREI E S OR(� Ll \ I `�\L __ L_�. / I �t \ II / / \INV IN P 490.11' \ \ / I \ _ / - "
_ _ - - - - - - - - - - - - - - - - - - - �� _ - - - -476- - - _ � i1L� - \ - - - - _ / l l I EL1EV - 419.78 ` I \ � GRATE TOP AV I / Q - 1 FRCP \ __ � � \
-$9 n Csp L�'P _ - - - - i - - \_ � - - - \ / / I I X \ I IN�CC�BLEI _ � - = 12" RCP �I \ I / \ ` \ _ __ - \ EX. S NITARYSEWER MANHOLE:
\ -474 _ -475- \ / (S \ lNV ZJT - 489.98' /f - I Gj \
- - _\ I I \ \ -ice ELEV = 491.6 ' 9 \ \ I " ' \
-C1 \-� - � - \ \ \ / I \ / \ \ �_--_ - - \ \ / � 3
- \ / 4' EX. SANITARY SEI�ERMANHOtE.- - _ _ - - \ ` - - I / 1 )l I ( 1 /NV IN = 48728' \ I \ \ - - - \ - - \ \ . / RlM ELEV 4�Q6.53' C
� \ I' RIM ELEV = 479.23' - _ \ \ \ /7 I I I I I ( I \ 15 RCP \I _ -_ _ - - _ a - \ \ - ���"` / 8"PVC 'n
TI \ Y 8" DIP EX. SANl7,4RY SEWER MA H LE: - \ � ( I I I I I I I \ - �j- INV OUT - 488.00' - - T �` / - - - - �\ II � \ / - / \ INV IN = 487.23'
L EX. GRATE TOP INLETX INV IN = 47522' \ \ \ - _ _ - - - � QVC \
I \ EX. GRATE TOP INLET. 8" DIP RlM ELEV =\¢80.62' - 7 - / �J I I \ r- T-) t-/ / 1 / \ - � - - _ _ - I \ - - / � \ \
ELEV = 47245' `,} I ELEV = 472.06' 8" DIP \ \ \ STORM INL�RT �I/ q I \ ( l l r// - - - II \ r INV O 487 � \
>5"RCP lNV OUT = 47509' lNV IN �4 53' \ 18 CMP I / I \ 1 \ \ I / / / / / / I \ - - '- 1\ I I\ /
15"RCP N \� _
INV IN = 469.51' 6P l OUT - 47 .80' / 'r \ I - - 1
s/ I / I ___-��____--� I I I I \I
15"RCP I lNV IN = 468.49' $" 1 I 1 \ I 1 ( / / \ I -
�I - X / \ �
I / I I II / II �I \\ I I I I I I I \ C� -- -- __- _k��� - �_
15"RCP lNV OUT = 4iG.36' \ \ \ X i I I I \
INV OUT = 469.28' INV OUT = 468.28' I \ \ I I I 1 I I - - / / I I I I I I \ S C - - - - -
I II II I I I \- -_-, -�-
/ / \ \ I I \\ l I I / I / I -\ , iSgN r I I i I I I I / / �/ IIGRATE TOP INL�T I I - SAN, \ - - 'Ci� \ / - / - _ I - / - - - J \ > _ - - - \
'\ \ I I / \ �_� / \ I I 1 I I I I -- ELEV=492.47 I _I__-SAN-� \---_= \ II \ - ,--i i� --- \\- -\ --\\\
�� EX GRATE TOP INLET. �� EX. GRATE TOP INLET. �� EX STORM INVERT., 50' JORDAN BUFFER t\ I I 1 / V" / / \ 1 I r �l I ' o,` I I 12" RCP SAN- \ \ \ \j - - \ \ \
k 24"RCP l I \ / 1 / / I I I I I �b -- S*N�IfVOT-488.21' t- \ \ I I �( \ - - -I- i / - - ` - / / \ \ \\"-\
ELEV = 483.54' ELEV = 477.66' \ \1 / / \ I I I I I I I _ \ I\ : / / - / \ \\ \
15" RCP BOTTOM OF BOX = 47559' INV OUT = 479.16 \ I / I / I S - 12 RCP I I I I / - _ - \ _ _ \
lN- IN = 480.64' 1111TERMI TTENT I 1 / / 1 I I I 1 I I ��\ \ INV OUT = 488.00' \ J I I I �\ \ I I { \ - - � \ / / / - / _ - / - - , \ \
/ I �. I I II \I I \ I I I \ W v< .I _-- ---- \ �\
15" RCP I STREAM �I \ k / I 1 / I I \ I I 1 - - I I I \ I I I I I - I - _ _ _ - - - J II \ / / CONCRETE SIDEWALK - \ \ \\\\ -_4 - - -
lNVIN = 480.55' �� EX. GRATE TOP INLET. / 1 1 I / / I 1 I 1 I I I I \ 11 I I I I\ - I W I I - / _-,� _ _ \ / � c \\ "- -\- 8 -
_ \-� / / /\ \ \9
/ 15"RCP ELEV=477.96' I I 1 / / 1 / 1 \ I I I I I I I I \ -- I I I a - - - _ _ _ ���_ _ - - J - - II - � w / / \ \ O-, - \ \ -
1 / I 1 / I o I \ p I� L-��---_-- }- �\ / r - / �,-1�- // \ \ \ \\ 49�
lNV OUT = 480.54' BOTTOM OF BOX = 474.46' \ -_ / 1 I I I - -- = GRATE TOP INLET. _ 'r
/ /� / I 1 1 I <1 \ -- - - ELEV = 494.60' �\ / / F / \ \\6\ - - -
EX. STORM INVL\RT. O 1 I I / \ - \- / - \ - \
�� EX. GRATE TOP INLET �X EX. GRATE TOP INLET / 36"CMP \- I I I �/ I I I Oe I I I I I I I I 1 \ / 15"RCP �J� \ \ U / J� � - /\ ` / / ti - Q`9(S - - -
\ 1 I I I 1 I _ / / INV IN = 488.63' / // \ \ 4\ - - -
-� ELEV = 482.51' ELEV = 478.22' lNV IN = 47252' \ I // I I I I O 15" RCP % / / / / \ 94 � - - -
15"RCP / - - / / \ X49 - - -
BOTTOM OFBOX = 474.09' / \ \ \ \ I I 1 / I ~ , I I I O I T A / / lNV OUT = 488.45' / ' \ \ /
/ INV IN = 479.15' / 1 / ¢ I I I I I 4 EX. SANITARY SEWER MANHO E. _\ / - - �'
\ / I T I I X �- - 1 / / - GS - / CHAit'EL HILL BOARD OF - - - -
\ I I / a I 1 1 I I 1 I � I RIM ELEV = 492.05' / / , \� �-/ _ ^ - - \ \ - -
15"RC1 y / EX. STORM INVER : \ II -q I I I I EX. GRATE P lN LET. / / D � // \ �- %` DUCATION - \- - - -
INV OUT = 478.95' `- GRATE TOP INLET 36" CMP I / I / / I Q I 1 Co �I I / 8"PVC / / / �'� / i _ \ \-- - \ - \ - _ -
/ ELEV = 478.00' / \ 1 I ((' 1 I 1 \ I I O I I I I ELEV = 490.69' lNV IN = 477.21' / \ / / ' \ j\ r GRATE TOP INLET. Pl .9779-68-6385 -\ � \ -- - - - - -
BOTTOM OF BOX = 477.25' / lNV OUT = 471.7 \ 1 / / / I 1 a / I \ / \ / \ / 11=77, PG. 15 - -- - - - - ^ � - _
I / I I I \ I I I I 15"RCP / 8"PVC \ - I I I I I I / / % \ / ELEV = 490.36' 7I \ > _
/ � EX. GRATE TOP INLET., / \ � \ I \ \ \ / / / // / I I 1 \ I I I / I /_-\ - INV IN = 486.14'1 INV OUT = 477.15' \ - I -I _ I I 1� I I / /// Fi5 i \ \ / 15" RCP \ -Z - - - - � - \ _ - �-
ELEV = 482.95' EX. GRATE TOP INLET 3� EX. STORM INVERT.• I / 1 I 1 15"RCP I I I I I I I I -I _ � -\ I I I / / P'o ,- \ / / \- \ - - - _
I I 1 I'/ / / 1 1 °p I I // .� �X I -� I ! / lNV OUT = 488.04' ) Z - - r - -
15"RCP ELEV = 478.16' / �� 12 CPP \ / ) \ \ / 1 I I \ I I V 1 \ ` -s BO OM F 8 - 46.30' I I I - I I I I \ III 1 / 6�� DRAINAGE MANHOLE: - ^ - - - - _
/ lNV IN = 478.58' 15"RCP / INV OUT = 470.90' �\ \ / / I I /I // / T / 1 1 I I / I �� � T d I I I I I I I I _ �- _ = J \ ELEV = 492.74' / \ ! _ - - _
15" RCP lNV IN = 476.83' / ' r ' \ l / / / / / I \ I I I \ \ P\' I / 1 I I I I I \ - - = X - / / A \� 15"RCP / / /� EX. 1 =
lNVlN=478.46' / / ���" 1 I I I I- _ - - - - �n�g -UGC / i ) I INVIN= 8.43' \- --_-
15" RCP / EX. STORM INVERT ��\\ f \ / / / / / 1 I I I co I ) / �/ / G s _ X UGP _ - - / / \ SHED \
15"RCP I (----__--- �� _ _ / j 15"RCP / \� - - -
INV OUT = 478.40' INV OUT = 476.60' / 12" CPP \ L 1 \ �. / % // / / 00 ,/ /I \ \ I1 \ s - - ) _ � - _ - - - y - - / / / \ �� � I ) J
/ INV IN = 471.16' / _ -�' "I t I / �- - _ - - - - 1 / j� GRATE TOP INLET, lNV OU/T = 488.24' \ !) - - -
/ \ /// Q \ \ \ ) I i/i���/ �\ \ ' � _��ii}� iC-I \ SHED - / i // // ELEV=490.78' / / \ - J l / /
/ � \ \ // I I / I \ I �/ \ �� � - - - / - _ -f i' 15"RCP / ( \ ' �/ \ I �
/ // I I / ► / G I 1 I X 1 \ \ / / � / / lNV IN = 487.72 50' RCD \ I \ (
// ----/ - / 1//////III\ 1 I \ (". m I \ I \ �'^__ r _ _-/ �7///� 5"RCP / � \ / \ \\
- - - - - - - r I I / // / / 1 / Q ( I� ►/ \/ \ \ / \ - /- _ - f- _ / / �- INV OUT = 487.64' l / \ / ZONE 3 I ► \ \ \ \ \
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\ \ \ 1 \ \ \ \ t- r,\` \ \ \ \ I / / / Y /' / / QT,/ / ELEV = 489.21' / / - - - / / \ \ I I I
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\ \ \ \ \ /\ / \ / / � / / r INV IN = 486.07' / / \ I I
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/ \CG /\ 15"RCP / / - - / /
- \ �CQ \ \ \ \ 1 \ \ \ \ / //JL4/ / INVIN=485.67' \\ / ��-�\ / // -_�_ �-- /////� /
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THIS DRAWING PREPARED AT THE
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5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
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/ EX DISC GOLF I I///// // \ / // I c0 / i \ 49 ' - / \ ) I I )
.S�oRMIV/E�Z/ l \\//i /� / 2 \��... �// I /� \ ---- 4\ I I 1 I �I I III
GRATE TOP /NLET.' / f \ \ 1 \ I EX �TORM 1I11VERT. I I
/ j / I / \ J \ \ \ l / / / / ELEV = 489.21' \ I I \ I I 42" qcP 11111111 I I I I I I I /
8" C P 15" RCP 30 :ib N` INV UT - 27' I
/ W \ \ \ \ / \ \ / / / / / / / �- I I r RD - - - / UFFEI Ir NE 19 I , I III III
N{ OUB 4�4 2¢' / /\ I / \ \ \ \� \ \ \ 1 \ , / / / NV /N = 486.07 / \ ) I I / \ ' I I 1
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P/ GRATE TOP INLET. INV OUT= 486.03' 50' RCD / ' / / I� I % / \ BUF�EI� ZONE 2 r /I,, � / / / I MEASU E FR M.o l T BANKII//5 / ELEV = 488.66'`/_ ' / I ' \MEA D FR M )IIIII /15"RCP _ ZONE 2 / / _ _ / / I QII /�4 �//INV IN = 485.67' \ / i \ / / // / -_ -_ -- / / / // // I \ I
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/ O G / 1s"RCP / ' // % % % -- - // / %+ / \ \ �I I I I I I I I II I I I I 111 1 / /
/ lNV OUT = 485.72' \SOCCER / / / / / /
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Raleigh, NC 27607
TEL [phone]
FAX [phone]
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North Carolina License No. C-1652
Site Development IResidential I Infrastructure I Technology
PROJECT NO: DATE:
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CONSTRUCTION WASTE NOTES:
1. ALL EXISTING STRUCTURES 500 SQUARE FEET AND LARGER SHALL BE
ASSESSED PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT TO ENSURE
COMPLIANCE WITH THE COUNTY'S REGULATED RECYCLABLE MATERIALS
ORDINANCE (RRMO) AND TO ASSESS THE POTENTIAL FOR DECONSTRUCTION
AND/OR THE REUSE OF SALVAGEABLE MATERIALS.
2. PURSUANT TO THE COUNTY'S RRMO, CLEAN WOOD WASTE, SCRAP
METAL, AND CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION OR
DEMOLITION WASTE MUST BE RECYCLED.
3. PURSUANT TO THE COUNTY'S RRMO, ALL HAULERS OF MIXED CONSTRUCTION
AND DEMOLITION WASTE WHICH INCLUDES ANY REGULATED RECYCLABLE
MATERIALS SHALL BE LICENSED BY ORANGE COUNTY.
4. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE, THE
APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION
CONFERENCE WITH SOLID WASTE STAFF. THIS MAY BE THE SAME
PRE -CONSTRUCTION MEETING HELD WITH OTHER
DEVELOPMENT/ENFORCEMENT OFFICIALS.
5. THE PRESENCE IF ANY ASBESTOS CONTAINING MATERIALS ('ACM') AND/OR
OTHER HAZARDOUS MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH
ANY AND ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
DEMOLITION NOTES
NOTES:
1. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02 41 13
FOR ADDITIONAL INFORMATION.
2. NOTIFY ARCHITECT IMMEDIATELY OF UTILITY SERVICE INTERRUPTIONS TO
NEIGHBORING PROPERTIES.
3. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING
CONDITIONS PLANS SHALL BE REMOVED OR RELOCATED PER THE
ARCHITECT AND UTILITY PROVIDERS DIRECTION.
4. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE
DEMOLISHED SHALL ONLY OCCUR ONCE TREE PROTECTION FENCE AND
PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN
INSTALLED AND INSPECTED PER THE EROSION CONTROL PLAN. INSTALL
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
5. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LEGAL MANOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL
STANDARDS.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS
ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
8. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND OPERATIONAL
DURING ALL PHASES OF CONSTRUCTION
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RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
37433-102
PROJECT NO: DATE:
38753 1 March 21, 2018
REVISIONS
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CONSTRUCTION WASTE NOTES:
1. ALL EXISTING STRUCTURES 500 SQUARE FEET AND LARGER SHALL BE
ASSESSED PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT TO ENSURE
COMPLIANCE WITH THE COUNTY'S REGULATED RECYCLABLE MATERIALS
ORDINANCE (RRMO) AND TO ASSESS THE POTENTIAL FOR DECONSTRUCTION
AND/OR THE REUSE OF SALVAGEABLE MATERIALS.
2. PURSUANT TO THE COUNTY'S RRMO, CLEAN WOOD WASTE, SCRAP
METAL, AND CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION OR
DEMOLITION WASTE MUST BE RECYCLED.
3. PURSUANT TO THE COUNTY'S RRMO, ALL HAULERS OF MIXED CONSTRUCTION
AND DEMOLITION WASTE WHICH INCLUDES ANY REGULATED RECYCLABLE
MATERIALS SHALL BE LICENSED BY ORANGE COUNTY.
4. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE, THE
APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION
CONFERENCE WITH SOLID WASTE STAFF. THIS MAY BE THE SAME
PRE -CONSTRUCTION MEETING HELD WITH OTHER
DEVELOPMENT/ENFORCEMENT OFFICIALS.
5. THE PRESENCE IF ANY ASBESTOS CONTAINING MATERIALS ('ACM') AND/OR
OTHER HAZARDOUS MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH
ANY AND ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
DEMOLITION NOTES
NOTES:
1. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02 41 13
FOR ADDITIONAL INFORMATION.
2. NOTIFY ARCHITECT IMMEDIATELY OF UTILITY SERVICE INTERRUPTIONS TO
NEIGHBORING PROPERTIES.
3. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING
CONDITIONS PLANS SHALL BE REMOVED OR RELOCATED PER THE
ARCHITECT AND UTILITY PROVIDERS DIRECTION.
4. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE
DEMOLISHED SHALL ONLY OCCUR ONCE TREE PROTECTION FENCE AND
PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN
INSTALLED AND INSPECTED PER THE EROSION CONTROL PLAN. INSTALL
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
5. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LEGAL MANOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL
STANDARDS.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS
ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
8. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND OPERATIONAL
DURING ALL PHASES OF CONSTRUCTION
PROJECT NO: DATE:
38753 March 21, 2018
REVISIONS
DATE DESCRIPTION
DEMOLITION
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REVISIONS
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DEMOLITION
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OFF-SITE IMPROVEMENTS
1.
EXISTING CONDITIONS AS SHOWN HAVE BEEN COMPILED FROM A SITE SURVEY PREPARED BY
1.
INSTALL A NORTHBOUND RIGHT -TURN LANE WITH A
TIMMONS GROUP OCTOBER 2014. NO WARRANTY IS GIVEN OR IMPLIED REGARDING THE
MINIMUM OF 150 FEET OF STORAGE AT THE INTERSECTION
ACCURACY OF EXISTING FEATURES. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS
OF HOMESTEAD ROAD AND HIGH SCHOOL ROAD. THE
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD
TRAFFIC SIGNAL SHOULD BE UPGRADED TO INCLUDE A
PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
RIGHT -TURN SIGNAL OVERLAP PHASE FOR THIS
ARE NOTED.
MOVEMENT.
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL AND NCDENR
2.
INSTALL SIDEWALKS ON BOTH SIDES OF HIGH SCHOOL
STANDARDS AND SPECIFICATIONS.
ROAD (IN AREAS CURRENTLY NOT FEATURING SIDEWALK)
FROM HOMESTEAD ROAD TO SEAWELL SCHOOL ROAD.
3.
COORDINATE WITH ORANGE COUNTY DIRECTOR OF MAINTENANCE AND OPERATIONS FOR
UTILITIES THAT ARE TO REMAIN UNDISTURBED.
3.
NSTALL CROSSWALKS ACROSS HIGH SCHOOL ROAD AT
THE STUDENT LOT DRIVEWAY AND THE
4.
THIS SITE SHALL COMPLY WITH ALL APPLICABLE ADA ACCESSIBILITY CODES AND REGULATIONS.
STAFF/VISITOR/EVENT DRIVEWAY.
5.
DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. AREAS WITHOUT CURB,
4.
INSTALL STRIPED BICYCLE LANES IN BOTH DIRECTIONS
DIMENSIONS ARE TO EDGE OF PAVEMENT.
ALONG HIGH SCHOOL ROAD, ALLOWING CONNECTIONS TO
EXISTING BICYCLE FACILITIES ALONG HOMESTEAD ROAD
6.
VERIFY ALL DIMENSIONS ON THE PLANS AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
AND SEAWELL SCHOOL ROAD.
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
5.
AT THE HIGH SCHOOL ROAD AND SEAWELL SCHOOL ROAD
7.
NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
INTERSECTION, INSTALL AN EASTBOUND LEFT -TURN LANE
GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL
WITH 100 OR MORE FEET OF STORAGE. A DESIGNATED
OF THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
TRAFFIC CONTROL OFFICER FROM CHHS WILL MONITOR
8.
THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
THE INTERSECTION, AND QUEUES IN THIS LEFT -TURN
OCCUPANCY.
LANE, TO INTERRUPT TRAFFIC FLOW ON SEAWELL
SCHOOL ROAD, AS NEEDED, TO CLEAR THE EASTBOUND
9.
ALL HVAC SYSTEMS SHALL BE SCREENED FROM OFF-SITE VIEWS.
LEFT -TURN LANE QUEUE.
10.
WHEN A SCREENING/ OPAQUE BUFFER IS REQUIRED AND WHERE EXISTING VEGETATION FAILS
6.
A DESIGNATED TRAFFIC CONTROL OFFICER FROM CHHS
TO FUNCTION ADEQUATELY AS REQUIRED, THE ZONING ENFORCEMENT OFFICER RESERVES THE
WILL MONITOR THE INTERSECTION OF SEAWELL SCHOOL
RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING
ROAD AND THE ENTRANCE TO CHAPEL HILL HIGH SCHOOL
PLAN BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO PROVIDE AN OPAQUE SCREEN.
AND THE MIDDLE SCHOOL. EXTEND THE EXISTING
SOUTHBOUND RIGHT -TURN LANE AT THIS INTERSECTION
11.
FIRE LANE MARKINGS SHALL BE UPGRADED TO MEET THE NC FIRE CODE 503.3 AND D103.6 AND
TO 250 FEET OF FULL STORAGE.
LOCAL TOWN ORDINANCES.
\
\ SPACES 9' /
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Raleigh, NC 27607
TEL [phone]
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North Carolina License No. C-1652
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OFF-SITE IMPROVEMENTS GENERAL LAYOUT NOTES: CIO
L — — — — — — — 1. INSTALL A NORTHBOUND RIGHT -TURN LANE WITH A 1. EXISTING CONDITIONS AS SHOWN HAVE BEEN COMPILED FROM A SITE SURVEY PREPARED BY 0
MINIMUM OF 150 FEET OF STORAGE AT THE INTERSECTION TIMMONS GROUP OCTOBER 2014. NO WARRANTY IS GIVEN OR IMPLIED REGARDING THE
OF HOMESTEAD ROAD AND HIGH SCHOOL ROAD. THE ACCURACY OF EXISTING FEATURES. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS ~
V
TRAFFIC SIGNAL SHOULD BE UPGRADED TO INCLUDE A SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD
\ \ \ I RIGHT -TURN SIGNAL OVERLAP PHASE FOR THIS PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
\ I MOVEMENT. ARE NOTED.
\ \ \ 2. INSTALL SIDEWALKS ON BOTH SIDES OF HIGH SCHOOL 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL AND NCDENR PROJECT NO: DATE:
\ \ \ I ROAD (IN AREAS CURRENTLY NOT FEATURING SIDEWALK) STANDARDS AND SPECIFICATIONS. 38753 March 2018
FROM HOMESTEAD ROAD TO SEAWELL SCHOOL ROAD. REVISIONN S
_ _ _ _ _ _ _ _ 3. COORDINATE WITH ORANGE COUNTY DIRECTOR OF MAINTENANCE AND OPERATIONS FOR DATE DESCRIPTION
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\ 4. INSTALL STRIPED BICYCLE LANES IN BOTH DIRECTIONS 5. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. AREAS WITHOUT CURB, z
\ _ I ALONG HIGH SCHOOL ROAD, ALLOWING CONNECTIONS TO DIMENSIONS ARE TO EDGE OF PAVEMENT.
EXISTING BICYCLE FACILITIES ALONG HOMESTEAD ROADI I / AND SEAWELL SCHOOL ROAD. 6. VERIFY ALL DIMENSIONS ON THE PLANS AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SCALE 1"=40'
I I \ \ \ 5. AT THE HIGH SCHOOL ROAD AND SEAWELL SCHOOL ROAD DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. _
\ \ 0 40' 80'
INTERSECTION, INSTALL AN EASTBOUND LEFT -TURN LANE 7. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
WITH 100 OR MORE FEET OF STORAGE. A DESIGNATED GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL
TRAFFIC CONTROL OFFICER FROM CHHS WILL MONITOR OF THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
THE INTERSECTION, AND QUEUES IN THIS LEFT -TURN / 8. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF PAVEMENT HATCHING LEGEND
LANE, TO INTERRUPT TRAFFIC FLOW ON SEAWELL / OCCUPANCY. S ITE PLAN
9. ALL HVAC SYSTEMS SHALL BE SCREENED FROM OFF-SITE VIEWS.
SCHOOL ROAD, AS NEEDED, TO CLEAR THE EASTBOUND E]LEFT-TURN LANE QUEUE. ASPHALT PAVEMENT
/
HEAVY DUTY CONCRETE
6 A DESIGNATED TRAFFIC WILL MONITOR THEINTERSECTION ONTROL OFFICER SEAWELOSCHOOL M CHHS 10 /O FUNCTION ADEQUAHEN A SCREENING/ OPAQUE BUFFER IS TELYY AS REQUIRED, THE ZONING GUIRED ND ENFORCEMENT OFFICER E EXISTING RES VEGETATION RESERVESLS PAVEENT
THE
ROAD AND THE ENTRANCE TO CHAPEL HILL HIGH SCHOOL RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING CONCRETE SIDEWALK
AND THE MIDDLE SCHOOL. EXTEND THE EXISTING PLAN BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO PROVIDE AN OPAQUE SCREEN.
SOUTHBOUND RIGHT -TURN LANE AT THIS INTERSECTION 11. FIRE LANE MARKINGS SHALL BE UPGRADED TO MEET THE NC FIRE CODE 503.3 AND D103.6 AND
TO 250 FEET OF FULL STORAGE. ® PERMEABLE PAVEMENT
LOCAL TOWN ORDINANCES.
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