20220005 Ver 2_Riparian Buffer Authorization Request_20220426

Buffer Authorization Application Form
15A NCAC 02B .0233 (8)(b)..0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23'2018
Original Submittal 4/26/2022
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
1d. Telephone:*
[phone]
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
Town of Chapel Hill
Samantha Brown
(for Corporations)
Street Address
405 Martin Luther King Junior Boulevard
Address Line 2
City State / Province / Region
Chapel Hill NC
Postal / Zip Code Country
27514-5705 US
1e. Email Address:* [e-mail]
2. Applicant's Information (if different from owner):
2a. Name: Community Housing Partners
2b. Company Affiliation:
2c. Mailing Address: Street Address
4915 Radford Avenue
Address Line 2
City State / Province / Region
Richmond VA
Postal / Zip Code Country
23230 US
2d. Telephone: [phone]
2e. Email Address: [e-mail]

2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
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Trinity Court - Agent Authorization Only Form.pdf 164.5KB
PDF only
3. Agent Information:
....................................................................................
3a. Name:
3b. Company Affiliation:
3c. Mailing Address:
3d. Telephone:
3f. Attach a signed and dated copy of the agent
authorization form.
Street Address
Address Line 2
City
Postal / Zip Code
3e. Email Address:
State / Province / Region
Country
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PDF Only
B. Project Information and Prior Project History
1. Project Information
la. Name of Project: *
Trinity Court
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
• No
Id. Subdivision Name: n/a
le. Nearest Municipality: Chapel Hill
If. Property Size: 3.50
acres
1g. County (or Counties) where the project is located:*
Orange
1h. Property ID#
9788-19-4511
Tax PIN or Parcel id
1i. Deed Information
Date of Purchase
2/6/1975
Type of Book
Book#
Page#
Deed
254
269
Map

1j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
Address Lookup
• Manually
Latitude* 35.919502
Longitude* -79.062445
11. Is the project located in any of North Carolina's twenty coastal counties?*
Yes
• No
2. Surface Waters
2a. Name of the nearest body of water to proposed project: *
Bolin Creek
2b. Water Quality Classification of nearest receiving water: *
WS-V, NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
161
(linear feet only)
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 consists of approximately 3.5-acres located at 647 Trinity Court in
Chapel Hill, North Carolina within Orange County. The site is comprised of two public
housing multi -family apartment buildings, associated stormwater control measures,
utility connections, parking lots, and access roads. The site is bound by Umstead
Park to the north, residential development to the east and south, and by forested
areas and residential development to the west.
The project is proposing to redevelop the site by razing the existing, condemned
apartment buildings and constructing two new apartment buildings in the existing
footprint. The project is further proposing improvements to existing paved areas to
allow safe ingress and egress throughout the site, as well as improvements to
stormwater conveyances and utility connections. These improvements are necessary
to maintain public housing in the area while ensuring the site is safe and up to current
standards.
This application is Version 2 of the Buffer Authorization originally submitted on
December 22, 2021. The site was not surveyed until after the field delineation
conducted on November 9, 2021. This application reflects changes associated with
discrepancies in the sub -meter GPS located Top of Bank (TOB) and the sub -
centimeter surveyed TOB data. These changes have resulted in an increase in Zone
1 buffer impacts from 305-sq.ft. to 426-sq.ft. and an increase in Zone 2 buffer impacts
from 1,502-sq.ft. to 2,489-sq.ft. The reasons for buffer impacts have not changed.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
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Figure 1- VIC.pdf 1.72MB
PDF only
3c. Attach an 8'/s x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site.
Click the upload button or drag and drop files here to attach document
Figure 2- NRCS.pdf
PDF only
837.95KB
4. Proposed Activity

Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: *
The proposed redevelopment is a single -phased public residential development
project that is located at 647 Trinity Court in central Chapel Hill, North Carolina within
Orange County. The purpose of the proposed project is to redevelop an existing
public housing multi -family apartment complex in central Chapel Hill, North Carolina
with the necessary amenities as the current site is condemned.
he project site will include two new, multi -family apartment buildings and other
associated amenities, including stormwater control measure and utility improvements.
All work will be conducted in accordance with local, state, and federal regulations.
Traditional equipment will be used consisting of front-end loaders, bulldozers, paving
equipment, graders, and earth movers. SCMs are required and will be used.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
48833-333C-EX1.0-IMPACT-EX1.0 OVERALL
2.51 M B
WETLAND & STREAM IMPACTS.pdf
48833-333C-EX1.0-IMPACT-EX1.1 OVERALL
2.87MB
WETLAND & STREAM IMPACTS.pdf
48833-333C-EX1.0-IMPACT-EX1.2 OVERALL
1.2MB
WETLAND & STREAM IMPACTS.pdf
PDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project
(including all prior phases) in the past?*
(D Yes
0 No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
Agent/Consultant
Town of Chapel
Hill
(Name if known)
07/16/2020
9788-19-4511
stream determ
7-16-2020.pdf
5.32...
pdf only
State
Stephanie Goss
(Name if known)
09/27/2021
Trinity Court-
final letter
BD.pdf
1.2MB
pdf only
Agent/Consultant
Timmons Group
(Name if known)
11/09/2021
Figure 6-
WTDM.pdf
2.33...
pdf only
*** Please include the date of the determination and upload a copy of the determination.

Comments:
At the request of the Town of Chapel Hill, Allison Weakley with the Town Public
Works Department conducted an onsite stream determination on July 16, 2020 and
issued the findings on July 20, 2020. A buffer determination was later conducted by
Stephanie Goss of the NC DWR on September 27, 2021 to determine the
applicability of the Jordan buffer protection rule to the site. A buffer determination
letter was issued on September 28, 2021. Further, a delineation of the site was
completed by Timmons Group on November 9, 2021 to identify any potentially
jurisdictional waters within the site.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
• Yes
C, No
6b. List any permits/approvals that have been requested or obtained for this project in the past.
Application Date
12/22/2021
Date Issued
2/17/2022
Permit Type
Buffer Authorization
6c. Please explain and detail according to "help file" instructions. *
Version 1 of this Buffer Authorization request was submitted on December 22, 2021
to request approval of proposed buffer impacts based on sub -meter GPS located
TOB data. Following submittal, a survey using sub -centimeter GPS was conducted in
which a discrepancy in the location of TOB was discovered. The Buffer Authorization
letter for DWR # 20220005 was issued on February 17, 2022. An addendum was
then prepared and submitted on March 7, 2022 to address the increase in buffer
impacts resulting from the discrepancy between the delineation and survey data. This
second version of the Buffer Authorization request is being submitted to formally
address these changes and request an updated Buffer Authorization letter.
7. Future Project Plans
7a. Is this project a phased project?*
O Yes
® No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
C Neuse River Basin (15A NCAC 02B.0233)
C Catawba River Basin (15A NCAC 02B.0243)
O Randleman Lake Watershed (15A NCAC 02B.0250)
Tar -Pamlico River Basin (15A NCAC 02B.0259)
,• Jordan Lake Watershed (15A NCAC 02B.0267)
C Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type
Zone 1
Zone 2

Impact 1 -
Grading/Stormwat
er outfall
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
771.00
Square
Feet
Impact 2 - Grading
associated with
improvements to
an existing
perpendicular
crossing
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
422.00
Square
Feet
Impact 3 - Grading
associated with
improvements to
an existing
perpendicular
crossing
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
18.00
Square
Feet
0.00
Square
Feet
Impact 4 -
Grading/Stormwat
er outfall
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
478.00
Square
Feet
Impact 5 - Grading
associated with
improvements to
an existing
perpendicular
crossing
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
148.00
Square
Feet
Impact 6 - Grading
associated with
improvements to
an existing
perpendicular
crossing
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
408.00
Square
Feet
0.00
Square
Feet
Impact 7 - Grading
associated with
improvements to
an existing
perpendicular
crossing
Map label (e.g. Road
Crossing 1)
UT to Bolin
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
670.00
Square
Feet
Total Zone 1 Impacts: 426.00
Total Zone 2 Impacts: 2,489.00
Total Buffer Impacts: 2,915.00

Comments:
The Buffer Authorization letter for Version 1 of this application received February 17,
2021 (DWR # 20220005) approved 305-sq.ft. of permanent Zone 1 and 1,502-sq.ft.
of permanent Zone 2 buffer impacts. Following site plan revisions, the proposed
project will result in 426-sq.ft. of permanent Zone 1 buffer impacts and 2,489-sq.ft. of
permanent Zone 2 buffer impacts. Impact locations and reasons have not changed.
Of the proposed impacts, Impact 1 will result in 771-sq.ft. of permanent Zone 2 buffer
impacts and Impact 4 will result in 478-sq.ft. of permanent Zone 2 buffer impacts
associated with grading and installation of a retaining wall and improved stormwater
conveyances. Grading and the retaining wall in these locations are necessary to
ensure the stability of the building pad and associated paved areas while reducing
erosion in these area due to the existing steep grade to the east and west of the
onsite stream. All grading will be conducted within the footprint of the existing
development and previously -disturbed areas. The stormwater conveyances will
consist of a riprap dissipator pad in Zone 2 to prevent concentrated stormwater flow
through Zone 1 of the buffer. Further, the stormwater conveyances are aligned with
existing stormwater outfalls and will not create new stormwater flow through the
buffer. Per 15A NCAC 02B .0627 and the Table of Uses found therein, these activities
are Allowable and do not require riparian buffer mitigation.
Impacts 2, 3, 5, 6, and 7 are associated with grading and road widening necessary
for driveway improvements to allow safe access between the eastern and western
portions of the site. Impact 3 will result in 18-sq.ft. of permanent Zone 1 and Impact 6
will result in 408-sq.ft. of permanent Zone 1 buffer impacts. Impacts 2, 5, and 7 will
result in a total of 1,240-sq.ft. of permanent Zone 2 buffer impacts resulting from
grading necessary to widen the driveway to accommodate traffic within the site. Per
15A NCAC 02B .0627 and the Table of Uses found therein, these activities are
Allowable and do not require riparian buffer mitigation.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
Impacts to jurisdictional features have been avoided and minimized to the maximum
extent practicable by incorporating resourceful site planning, including utilization of
the wetland/stream delineation to adjust the layout of the Site design to avoid and
minimize impacts. The remaining impacts proposed are necessary in order for the
project's goals to be realized.
Resourceful site planning was utilized to design the proposed project in a way that
minimized impacts to jurisdictional features through the utilization of the existing
development's footprint where able. The existing culvert and hardened stream areas
where they occur along the stream crossing will not be replaced or modified in any
way to avoid impacts to the jurisdictional intermittent stream located at the existing
driveway crossing. All remaining proposed riparian buffer impacts are necessary to
ensure site safety and access within the site and have been limited to those that are
absolutely necessary.

lb. 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 Environment and Natural Resources: Erosion Control
Planning and Design Manual (May 2013) and local codes. All work will take place
during dry conditions and can be facilitated from high, non -jurisdictional, stable
ground. The contractor shall install silt fence, inlet protection, sediment traps, division
ditches, temporary coffer dams, tree protection, and clearing only as necessary to
install devices. 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 will meet all relative 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 adjacent jurisdictional features. Any excess excavated
materials not utilized as back fill will be placed and contained within upland areas and
permanently stabilized to prevent erosion into adjacent jurisdictional features.
Therefore, stockpiling of excavated material within jurisdictional waters of the U.S. will
be strictly prohibited as part of the construction of this project. All project construction
activities initiated within jurisdictional waters of the U.S. will be carried to completion
in an expeditious manner to minimize the period of disturbance within jurisdictional
waters.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
E Level Spreader
C Vegetated Conveyance (lower SHWT)
C Wetland Swale (higher SHWT)
C Proposed project will not create concentrated stormwater flow through the buffer
P Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
48833-333 C-EX 1.0-IMPACT-EX 1.1 OVERALL
1.76MB
WETLAND & STREAM IMPACTS.pdf
48833-333C-EX1.0-IMPACT-EX1.2 OVERALL
1.2MB
WETLAND & STREAM IMPACTS.pdf
48833-333C-EX1.0-IMPACT-EX1.0 OVERALL
1.41MB
WETLAND & STREAM IMPACTS.pdf
PDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes
• No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface
Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
Yes
• No

2b. Is this an after -the -fact buffer authorization application?
0 Yes
O No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
H. Sign and Submit
Click the upload button or drag and drop files here to attach document
PDF only
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions
Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name: * Sydni L. Law
Signature
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?* O Yes 0 No
Is this project a public transportation project?*
O Yes
O No
ID#* 20220005
Version:* 2
Select Reviewer:* Colleen Cohn:eads\cmcohn
Select Reviewing Office* Raleigh Regional Office - [phone]
Has payment been received?* (o) No Payment Needed
O Fee Received
O Need Fee - send electronic notification

The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
s
TIMMONS GROUP
YOUR VISION ACHtEVEP THROUGH OURS.
AGENT AUTHORIZATION
All Blanks to be Filled in by Applicant
NCDEQ — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current applicant designate, authorize representatives of Timmons Group to
act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc., from this day forward.
This the 22 day of December 20 21
(number) (Month) (Year)
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Trinity Court
Applicant Name (Print): Samantha Brown on behalf of Community Housing Partners
Applicant Signature: "
Applicant Mailing Address: 4915 Radford Ave suite 300, Richmond VA 23230
Applicant 804-614-2682 Fax
Telephone: No.
Applicant Email [e-mail]
Address:
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Path: Y:1805\48833 - Trinity Court\GIS\48833-JD-VIC.mxd
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Site limits are approximate.
Topographic imagery from USGS.
4
Site Limits
NORTH
CAROLINA
FrNiry C7
Northside:
Elem Sch
0
1,000 2,000 3,000
4,000
Feet
Univ Of
Carelin
:Chapel
TRINITY COURT
ORANGE COUNTY, NORTH CAROLINA
FIGURE 1: VICINITY MAP
TIMMONS GROUP JOB NUMBER:48833
PROJECT STUDY LIMITS: 3.51 ACRES
LATITUDE: 35.919502
LONGITUDE: -79.062445
TIMMONS GROUP
•••`.a
YOUR VISION ACHIEVED THROUGH OURS. •
U.S.G.S. QUADRANGLE(S):CHAPEL HILL
DATE(S):2019
WATERSHED(S):HAW (CAPE FEAR RIVER BASIN)
HYDROLOGIC UNIT CODE(S):03030002
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not

Path: Y:\805\48833 - Trinity Court\GIS\48833-JD-NRCS.mxd
Site limits are approximate.
Soils data from NRCS Web Soil Survey (Orange County, 1977).
0
500
1,000
1,500
2,000
Feet
TRINITY COURT
ORANGE COUNTY, NORTH CAROLINA
FIGURE 2: NRCS SOIL SURVEY MAP
TIMMONS GROUP JOB NUMBER:48833
PROJECT STUDY LIMITS: 3.51 ACRES
LATITUDE: 35.919502
LONGITUDE: -79.062445
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in w
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
TIMMONS GROUP
•
YOUR VISION ACHIEVED THROUGH OURS. •
U.S.G.S. QUADRANGLE(S):CHAPEL HILL
DATE(S):2019
WATERSHED(S):HAW (CAPE FEAR RIVER BASIN)
HYDROLOGIC UNIT CODE(S):03030002
hole or in part and shall not be used for any purpose whatsoever, inclusive, but not
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DocuSign Envelope ID:7351 CB11-5C9D-4B62-B09E-12E4DAE879DD
,„,STATE 0, ,,
P� w+o.u3 O ',
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ROY COOPER - A
Governor V O`
ELIZABETH S.BISER - z. a?a
Secretary S.
ou v�N°E*'
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
September 28,2021
Town of Chapel Hill
405 Martin Luther King Jr.Blvd.
Chapel Hill,NC 27514
(via email [e-mail])
Subject: Buffer Determination Letter
NBRRO#21-285
Orange County
Determination Type:
Buffer Intermittent/Perennial
❑ Neuse (15A NCAC 2B .0714)
❑ Tar-Pamlico (15A NCAC 2B .0734) ❑ Intermittent/Perennial Determination
(where local buffer ordinances apply)
® Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name Trinity Court
Address/Location 747 Trinity Court, Chapel Hill
Stream(s): Tanyard Branch
Determination Date: September 27,2021 Staff: Stephanie Goss
Not
Feature E/I/P Subject Subject Start C�U. Stop �U, Soil USGS
(i) (2 @ Survey Topo
A I X Throughout Pro erty Boundary X
B E X I X
(1)E=Ephemeral,I=Intermittent,P=Perennial,NP=Not Present,N/A=Not Applicable
(2)Refers to State riparian buffer rules only. Stream,wetland,or pond impacts are still subject to
applicable water quality standards and permitting requirements.
Explanation: The stream(s)listed above been located on the most recent published NRCS Soil Survey of
Orange County,North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000
scale. Each stream that is checked"Not Subject"has been determined to not be at least intermittent or is
not present. Streams that are checked"Subject"have been located on the property and possess
D_E Q North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 3800 Barrett Drive I Raleigh,North Carolina 27609
NORTH CAROLINA
oep bne,t at en i,o,,ent I osimi 919.791.4200

DocuSign Envelope ID:7351 CB11-5C9D-4B62-B09E-12E4DAE879DD
Trinity Court
Orange County
Page 12
characteristics that qualify it to be at least an intermittent stream. There may be other streams located on
the property that do not show up on the maps referenced above but may be considered jurisdictional
according to the US Army Corps of Engineers.
This on-site determination shall expire five (5)years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWR may request a determination by
the Director. An appeal request must be made within sixty(60) days of date of this letter. A
request for a determination by the Director shall be referred to the Director in writing. If sending
via US Postal Service: c/o Paul Wojoski;DWR—401 &Buffer Permitting Unit;1617 Mail Service
Center;Raleigh,NC 2 7699-1 61 7. If sending via delivery service(UPS,FedEx,etc.):Paul Wojoski;
DWR—401 &Buffer Permitting Unit; 512 N. Salisbury Street;Raleigh,NC 27604.
This determination is final and binding unless, as detailed above,unless an appeal is requested
within sixty(60)days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should
be directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at(919)-554-4884.
If you have questions regarding this determination,please feel free to contact Stephanie Goss at(919)
791-4256.
Sincerely,
DocuSigned by:
BCDA9D825D4A46D...
Scott Vinson,Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources,NCDEQ
cc: Allison Weakley,Town of Chapel Hill(via email)
Blake Hall,Timmons Group(via email)
RRO DWR File Copy/Laserfiche

DocuSign Envelope ID: 7351 CB11-5C9D-4B62-B09E-12E4DAE879DD
L
USGS 24K Topographic County Soil Survey Maps
Subject Property
0 150 300 450 600 Feet
! I l 1
•i ^ c. h = 500 feet
Address: Trinity Court, Chapel Hill, NC
Parcel ID: g788_19_4511
Created by Ton of Chaoc4 HAI Put& Works Cepanmerit - S:a mwar +,tansy ri kelt Eiriu,n-''3 2G20
A & B not depicted on map

Legend
L Project Study Limits - 3.5 Acres
Jordan Lake Riparian Buffer (50ft)
© Stream Identifier
© Wetland Identifier
d Flag
A Field Data Station
* Perennial Stream Assessment
— Culvert
— Intermittent Stream (R4)
— Ephemeral Stream (R6)
Concrete Pad
Topographic Contours
— Major - 10ft
--- Minor -1ft
1. Waters of the U S. within the project study limits have been
located using submeter, Bluetooth GPS antennas by Timmons
Group.
2 Waters of the U S. have not been confirmed by the U S.
Army Corps of Engin ears until stamped.
3. Project limits areapproximate.
4. Topography based on USGS LIDAR.
5. Cowardin Stream Classificatons are based on NC DWQ
Stream Identification form version 4.11.
1110
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C. LEATON
CELEATON
S. LAW
SC L
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FIGURE 6: WETLANDS AND WATERS DELINEATION MAP
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