20230059 Ver 1_ePCN Application_20230110

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
10/24/2022
BIMS # Assigned* Version#*
20230059 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Zachary Thomas:eadstztthomas:[e-mail]
Information for Initial Review
la. Name of project:
Courtyards @ Doc Nichols
la. Who is the Primary Contact?*
Alex Aycrigg, PWS
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
1/10/2023
Nearest Body of Water
Lick Creek
Basin
Neuse
Water Classification
WS-IV;NSW
Site Coordinates
Latitude: Longitude:
35.947099 -78.795983
A. Processing Information
County (or Counties) where the project is located:
Durham
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used)
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Epcon Communities
2b. Deed book and page no.:
2c. Contact Person:
Mark Stiglitz
2d. Address
Street Address
5420 Wade Park Blvd, Suite 206
Address Line 2
City
Raleigh
Postal / Zip Code
27607
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
US
Yes No
Yes No

2e. Telephone Number:
[phone]
2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Alex Aycrigg
4b. Business Name:
Wetland and Environmental Solutions, LLC
4c. Address
Street Address
1745 Gracechurch Street
Address Line 2
City
Wake Forest
Postal / Zip Code
27587
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
1. Project Information
1b. Subdivision name:
(if appropriate)
Courtyards @ Doc Nichols
lc. Nearest municipality / town:
Durham
2. Project Identification
2a. Property Identification Number:
193292
2b. Property size:
60.88
2c. Project Address
Street Address
1919 WHITE PLAINS DR
Address Line 2
City State / Province / Region
Chapel Hill NC
Postal / Zip Code Country
27514 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Lick Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010502
4. Project Description and History
4a. 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 is currently unimproved land with some pine silviculture and was historically used for agriculture. There are wetlands and streams located within the project area.

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.38
4g. List the total estimated linear feet of all existing streams on the property:
4,085
4h. Explain the purpose of the proposed project:*
The project proposed is a residential development.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project involves site grading and fill for home sites, road and utility installation, stormwater control measures (designed as wet ponds), and designation of green spaces. Riparian
buffers are maintained with exception of installation of a sewer utility in an easement that connects to an offsite location previously designated by Durham County. No stream impacts are
proposed, as the sewer utility will utilize jack -and -bore installation a minimum of 3' below the stream bottom. Wetland impacts are limited to the filling o 0.06 acre of an historic pond area
that is no longer saturated, and has become a small wetland (W4). There are two such historic pond areas within the project area, both of which are no longer function as surface water
ponds; instead, they sustain a reduced hydroperiod and have transitioned to small wetlands over time. The streams in the review area also appear to be experiencing a reduced
hydroperiod, both depth and duration. Indirect impacts are not anticipated, as appropriate sediment and erosion control is proposed and riparian buffers are maintained.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
No Unknown
Comments:
The streams and wetlands have been delineated by a PWS experienced with jurisdictional
determinations. A site visit with April Norton took place on December 22, 2023.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Alex Aycrigg, PWS
Wetland and Environmental Solutions, LLC
6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
None besides the 58 for the proposed sewer line.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
❑ Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W4
Grading
P
Non -Tidal Freshwater Marsh
W4
No
Corps
0.060
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.060
2i. Comments:
2g. Total Permanent Wetland Impact
0.060
E. Impact Justification and Mitigation
u

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The project utilizes extensive retaining wall design to reduce slope fill throughout the plan. This engineered design is quite expensive for the site owner
from a design and installation perspective, but helps to reduce wetland and riparian buffer impacts to the maximum extent practicable. Overall wetland
impacts are held to 0.06 acre, below mitigation threshold of 0.10 acre. No stream impacts are proposed.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction techniques include appropriate matting in lower lying upland areas to reduce sedimentation, sediment and erosion control, the use of wide
tread construction equipment to lower soil compaction where feasible, and suitable BMPs.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed impacts are below the mitigation threshold for the Nationwide 29.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30 % nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State
Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
Durham County
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No

3b. If you answered "no," provide a short narrative description.
The project is single phase and holds no other ownership.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
USFWS IPaC and local knowledge
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NHP
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Maps
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
DN PCN Submittal_prnt.pdf 68.43MB
File must be PDF or KMZ
Comments
Signature

By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
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");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Alexander Aycrigg
Signature
Date
1/10/2023

Courtyards @ Doc Nichols
Site Plan

HOWE DAVID GEORGE —
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WETLANDS
NAME
AREA, SF (AC)
WETLAND W1
5.389 SF (0.12 AC)
WETLAND W2
5,452 SF (0.13 AC)
WETLAND W3
216 SF (0.005 AC)
WETLAND W4
2,513 SF (0.06 AC)
WETLAND W5
1 2,648 SF (0,06 AC)
TOTAL:
16,218 SF (0.375 AC)
STREAMS
NAME
LENGTH, LF
STREAM S1
146 LF
STREAM S2
1.107 LF
STREAM S3
1,639 LF
STREAM S4
1.193 LF
TOTAL:
4,085 LF
GRAPHIC SCALE
0 125 250 500
1 inch — 250 ft.
PLAN INFORMATION
PROJECT NO. EPC-200DO
FILENAME EPC20000-El
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NAME
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GRAPHIC SCALE
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PLAN INFORMATION
PROJECT NO. EPC-200DO
FILENAME EPC20000-El
CHECKED BY 1PM
DRAWN BY JMS
SCALE 1"-200'
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TOTAL:
ZONE 2 BUFFER IMPACT AREA = 658 SF (0.01 AC)
N
NC GRID (NAD83)
GRAPHIC SCALE
0 IS 30 60
1 inch = 30 ft.
PLAN INFORMATION
PROJECT NO. EPC-200DO
FILENAME EPC20000-El
CHECKED BY 1PM
DRAWN BY JMS
SCALE 1"=30'
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CROSSING BUFFER
IMPACT
ZONE 2 UTILITY
CROSSING BUFFER
IMPACT
ZONE 2 UTILITY —
CROSSING BUFFER
IMPACT AREA=
619 SF /
/ ( ZONE 1 UTILITY —
CROSSING BUFFER
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/ /
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IMPACT AREA=
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TOTAL:
ZONE 1 BUFFER IMPACT AREA = 2,008 SF (0.05 AC)
ZONE 2 BUFFER IMPACT AREA = 1,275 SF (0.03 AC)
N GRAPHIC SCALE
0 15 30 60
NC GRID (NAD83) 1 inch = 30 ft.
PLAN INFORMATION
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SHEET 5 of 12
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DATE 12. 22. 2022

ZONE 2 UTILITY
BUFFER IMPACT
ZONE 3 UTILITY
BUFFER IMPACT
ONE 2 UTILITY
BUFFER IMPA4,T
AREA= 475 F
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REAM
BUFFER
\ \ I \ \ \ i.;{{i'!!';i�:'t.'J.r.iY%�Qlt•V: i';,�SiVf!!l'1•• �,\ \ \ \ \ \ \
\ r ;�'?4,}iiiii};?iiri:•i}:'in.'r' \ �L5.1r 3 UTyLITY \
STREAM / \ \ �'x''""""rr" \ BLIFFE I PkCT \ \ \
S4 ii:i„ \ \ AREA891 SE \
•.•ri iii 'in {i�:ivirxyX.:. ....'.:'}:•"5.
CITYF, OUR41AM
SANITAn SE R \
OF \\\ \ vi':rrrrrrrrrrrrn, •5;y}:. \ W�
J \ tJ'lrlr.:::'.. �:�..� \ \ \
\ \ BA \ 'vii''X•:4y;n......r :'::555,f •r.•.�55,; ixv �A�MENj
\ \ \ \ ) \ \XX
\ \ SSMIN \ \
\ \ \ \ \ STREAM 'SO
IMPACT SHEET #6
TOTAL:
ZONE 2 BUFFER IMPACT AREA = 475 SF (0.01 AC)
ZONE 3 BUFFER IMPACT AREA= 5,891 SF(0.14 AC) GRAPHIC SCALE
0 IS 30 60
NC GRID (NAD83) 1 inch - 30 ft.
PLAN INFORMATION
rh—ho R—Ad—C—p-,111.
621 HOStreet lsb.—gh
DOC NICHOLS ROAD
PROJECT NO. EPC-200DO
„tPSee
FILENAME EPC20000-El
Bzlelgh, NC new
WETLAND AND STREAM IMPACT MAPS
CHECKED BY 1PM
phone [phone]ee
DRAWN BY JMS
ra. n.. ae....ee
1702 DOC NICHOLS ROAD
SCALE 1"=30'
/� 7� I1Ce�5e n�mbe�: C-02e3, C-187
DURHAM, NORTH CAROLINA
SHEET 6 of 12
WADAMS meadamsowm
DATE 12.22.2022

ZONE 1 UTILITY
BUFFER IMPACT
ZONE 2 UTILITY
BUFFER IMPACT
ZONE 3 UTILITY
BUFFER IMPACT
i
L\ \ \ \\ \ \
y1
C%R�2 U'RLITY�
CR S G B4FFER� \
�PA'T AREA \\
610.SR , �
r LIMITS OF DISTUR,4NGE7 ZO 1 UTILITY
TREE PROT�C N FENCE OSSING BUFFER „ r!•i;'i
\(TYp) i IMPACT AREAL / •'??!f^' ";^
955 SF /
/ i r
\ I ZONE 2 UTI\LITY
CROSSING SAFER
\ \ — IMPAZY.eREA- \ \
-702-SE, \
SS OUT ALL 1
\NOWE OAVIO\GEORGE \ \ \
` PIN\0850-90-61=6-24z3
-WINING: RR \ \
`LAND USE: VAC\AG/10 ACRES \ \
I ` 50'-IUSEI\\STREAM \
�TFA�_ — — _ _BUFF (M- UREO 50'
+FROM TOP OF RNK,
EACH ID\ \
? o
/ o
\ 7--
ZONE 3 Jd TILITY
BUFFE�, MPACT
\ ARE.= 1,979 SF�
_ — NK BA — — — _ \ \ \ \ ,• \ vj5{{'\'i;v:•iiiti, �;S'iiiiiV'�`'' 02�" I I y♦
`\ \ \ \ \ I \ '' ,. V5 55.1': f;; 555�:ti \ ♦ /y�
\ STREAM / \ I I i•i�0�i•:�iri';r���v�r ♦
ZO E 2 U kI7'Y \ \ '''i;"k;?i;y;1?:., •'!'i:ti i}'' 7
BUFFER\IMF C7\ ,11 y,':;a {4('.•, 'y%' C�`
AREA- ,325 \SF
4400
jr
IMPACT SHEET #7
100' NEUSE
RIPARIAN
STREAM BUFFER
TOTAL:
ZONE 1 BUFFER IMPACT AREA = 1,871 SF (0.04 AC)
ZONE 2 BUFFER IMPACT AREA= 1,637 SF(0.04 AC) 0 6mm���
GRAPHIC SCALE
ZONE 3 BUFFER IMPACTAREA= 1,979 SF(0.05 AC) 0 IS 30 60
NC GRID (NAD83) 1 inch = 30 ft.
PLAN INFORMATION
rh—h R—Ad—C-p-,,,o-,1.
6u HOlsb.—gh St—t
DOC NICHOLS ROAD
PROJECT NO. EPC-200DO
„`PSee
FILENAME EPC20000-El
8zlelgn, Nc new
WETLAND AND STREAM IMPACT MAPS
CHECKED BY 1PM
phone [phone]ee
DRAWN BY JMS
"191,."1 22se
1702 DOC NICHOLS ROAD
SCALE 1"=30'
/� 7� I1Ce�5e 1—h—C-02e3, C-187
DURHAM, NORTH CAROLINA
SHEET 7 of 12
MC/" DAMS �tiww meadams o wm
DATE 12. 22. 2022

ZONE 3 UTILITY
BUFFER IMPACT
MATCH LINE 2-2, SEE SHEET #9
17
rLI)A11�TS 0 DISTURBANCE/'v.? TREE/R�TEC�ON fJENCE..
HOWE D VID GEO�GE I /
I I I I �;;;}r+,•rs,'s>;>,• d l SS mUT�AL� I / N: 085 —90-61 k6243
i/vi;4iiiii/•.
ZO IN
RR / I
5 ` 1 / 1,/ / , ?•Y:•:I•:iiii}i? I I I I �P'ND 10�EUAS'IG/ /
\ 1 1 11 I I 1
\ ToPf of
\ \ \\ I BAY.NK I1 \ \ �;;;;;;;;;;• I ' I \ \ 1
1 ?..:::.••..,...•'ti•; :,:,!•:'.r, \*1 IZONE 3 U
BUFtER M
CY
A
I 1
\ I \ I , '•i:; :;:::::':. :ti':, .t. 1 AREA= 2121SF I 1
..•.....++ 5 SSMH I 1 1 I
W. :i.sI (TYP.x
:::X >';...
i?iiii;4i'ii 1Q0' NEU E \
\ \ \ \ L 1 I\ ;i•iii;;iiiii{i: ............. 1 I RZpRIANE \
NiiX iii(;'. •••'iiiiiiiY','r;i'ii. 1 STk2EAM BUFFER 1 1
\ I \ \ 1 1 ` � I \ \ \ `ji;�; i:'ii `••'?i 'ii''.'iii%'i;'?ii?•. I\ \ I 1 1
\:;Q I \ \ \ 1
v:iiiiiiii'iiir5'yyti�ti!'ii;i';i'••. \ \\ 30' CITY OF DURFMM \\
'•i};C•ii;:'�};4:;.. EAS iAE T `SEWER \ -
- \ \ \ \ \ \ \
\ O \ 1 '• ;(({l1�V�1'lli 1 '•"l1A4�1'll!l �! � — '� I \
\ \ \ \I \ ''•'riiiiii iiii:f�ii,:,
\ E%. PROPEIQn , , \ \ \ \ \ ri`? ., :'• ,}'rii;l / / SS ObTFALL
\ \ \LINE \ \ \I \ ""......... ':•....... \ I \
\ LAAND AVN \ I STREAM
PIN�0754N\—ZOIC G: RR-4666 \ I I S4 \ I I II \•.5;?, ;,. t?i!1 I ` ~ wh�—
LAND USE: VA\AG/1a'\CRES
I 1 I
J I 1 i.l
IMPACT SHEET #8
TOTAL:
ZONE 3 BUFFER IMPACT AREA = 6,259 SF (0.14 AC)
N GRAPHIC SCALE
0 15 30 60
NC GRID (NAD83) 1 inch = 30 ff.
rh—h R—Ad—Comp-,,111. PLAN INFORMATION
621 HOStreet lsb.,.,gh PROJECT NO. EPC-200DO
„ItPRee DOC NICHOLS ROAD
Bzle lgh, NC new FILENAME EPC20000-El
ph one919.361.500e WETLAND AND STREAM IMPACT MAPS CHECKED BY 1PM
ra. n.. a....ee 1702 DOC NICHOLS ROAD DRAWN BY JMS
C-02e3, C-187 SCALE 1"=30'
/� 7� I1Ce�5e DURHAM, NORTH CAROLINA SHEET 8 of 12
MC/" DAMS ww Dada s o DATE 12. 22. 2022

ZONE 1 UTILITY
BUFFER IMPACT
ZONE 2 UTILITY
BUFFER IMPACT
ZONE 3 UTILITY
BUFFER IMPACT \ \ \
,40
4#,
.................................................
4# \\ \ \ TERBIhLEE HUEI H \\ \\ \
\ \ \\ `RIN: OZONING1: RR \2310 \ \
USE: AG/1—FAAkILY \ \
\ \ \ \ \ \ \\ NI POSED SANITARY�SEWER \
Mdd1IN TAINS \3' CLEAR CE
BE EN STREAM AND $EWER \
\ \ \ \ I \ PIPE_ NO S?REAM IMPACT \
(I NST LLATION\BY DRY BARE
X I \ \ \ \ �ACK) \ I \ \
�\00 I II \ \ \\\ \ \
5
EXISTING I _ _ \/ ZONE 1 ftLITY
CROSSING B(1FFER \ \
KINARD ROAD IMPACT ARE/= \
(60' PUBLIC R W \ COM�NE 2 UTILITY
\ \ \ \ 952 SF CRQSSING BUFFE
G� ......... / \ \ I I \ IMFF1iiliiACT AREA=631 SF
I
l
...ZD
...... SSMI•h \ \I
. ...iih aV°!4:.....'47FH4�,,,,;,.;iA7lw':nw,.,,,b;1 nY .. e1` —
*\{'14L5"' "5',t:555"�55''1,%'t5l)V.fV;}}'!j}$1.5}.';'V.'V„�.VV.rr}; :4'.'V5, '�55' A'.15L'15•: T— \ \
;y;{y;{,)). V,lA\{.Vl'S:45'rN 55:5:5':555'rrr. ''4.....��'. ':,:""•'{\1r '!:{VA:�\!1'A\'f''' \ \ \
\\ \5:};;}?{,y:; :r::':::: r:)M,•:::, :: iii.'}':•:.;{.};.;¢}:''r:'ii:?':?'}:'i:'i:'il''}•:::: ✓ \
.:R•.v.v,v::,,,:::..v:,"'iiy'a''?:'i}:!'„''i:'``5:'?:'..': r'n'n•r: r: r: r.vr:: ':::::: r:.5v:::::::::. .Saar,,,,., \
\ \ \\ pr"r.'M'.'::RRN.'.'::.. '::: Rr Y::::::, "1:......>':::r:::rRN:::......... ............ �.�:::,
:::'.:'rr:.
\ \ rr;w:r.:o:;r.>:! 'a:a ;o:(',s,;t?to,'u;;;;;i;?%?;i; \ \ _
\ \ \" :4:'lfR.. 1'•i:ti4:�:IXf;(r:.1' i4t'i:v r r:.;\rr.�rfva
:rrr.
— \
ZONE II�,LTILITY \\ LIMMITS OF DISTURBANC •� • • \ I I I I I .:'::. '};..?i ....... I
B1IFFER IM O TREE PROT€CTION `BEN II I ��
AREA=.�,090 S� \ /r 1, \ I J ;{{!?ry.. ''.....$j....."—
\ \ I \YP./ \ \ \ ZONE 1 UTILITY I II I \ I I .!i:.v a'rrr:r. •r::.�yri .rr:'. / /
CROSSING BUFFE I I •^'r.5:::::::::'. ".:5:::::'^' HOWE DAVID GEBR6f
\ \ \ I\ \ZONE TICITY IMPACT151024 SF REA= i / ;i :...'.. •............ / I SIN- OZ50—, 0r- —6243
\ OSSI BU\F FER I \ I30' I '�:ff•I}:'. '•ii:ti'i:'i:•i•: •::•
~1a0' NE�USE \ \ IGM 4Ci AREA=\ I I Z NE 1 20 50' }ii !$;:!!!i'r;i '''K•Y' ':S'}%{': I / LANJ7 USE: VArG/
RIPA�21 N \ 678 SF \ I ZONE"^v.ifCfiSiv.IiS •i:,v,K4. 10 ACR
STREAM E�UFFER \ \ 50, \ \ I ZONE 3 }i :'i:; .;;;:•r:•:.{'}':. /
\
\ \ \ \ \ \ \ \\ \\ \\\\II \20'I I I I I }:rr,r5,riii:•i i''ri.•.r:.•. >.�•I d / /100' NEUSEZON 30' RIP
ZPNE AIANBJ/
ZONE M FER
\ \\ \ I \\ \ \ \ I I I I I I I I ZONE 3 UT/ILICY ?iiii+li,•''i......; ....
IMP7gqiSTREAM BUFER5.0SF514 \
EA=
I /
\4 1\
PIN\\
0 E N94A 09�
\ \ \ \ I ZON(NG:\RR\ AD
1\ I F•.\ I I I I /\ \I ''rC:'':v}}}fSiY\ I
\ \ \ D US1 : VAC A�/10` ACRE$ \I I I EX. PROPERV I \ \ I J
\ \\ \\ \ \\ \ I \ \ I I II II I I\\ )LINE I I II I \\ \ \ ` I i j� — — / \\ /Iii;4;•; I
\ \ \ \ \ \ \ \ I I\ I I I I \ TOf OF \ .:.".: .... e
N A{{V{{VA'. A:
CITY OF OUkHAM I
AEWER
10 \\ \ \\ \\\ \ \ �\ EASEMENT�
MATCH LINE 2-2, SEE SHEET #8
I M PACT SH EET #9
TOTAL:
ZONE 1 BUFFER IMPACT AREA = 1,976 SF (0.04 AC)
ZONE 2 BUFFER IMPACT AREA = 1,309 SF (0.03 AC) GRAPHIC SCALE
ZONE 3 BUFFER IMPACTAREA= 7,164SF(0.16 AC) N a 15 30 60
NC GRID (NAD83) 1 inch = 30 ft.
PLAN INFORMATION
rh—h R. Ad, Coma,,,v,Ill.
621 HOSveeS lsb.,.,gh
DOC NICHOLS ROAD
PROJECT NO. EPC-200DO
„PSee
FILENAME EPC20000-El
Rzlelgh, NC new
WETLAND AND STREAM IMPACT MAPS
CHECKED BY 1PM
phone919.361.500e
DRAWN BY JMS
ra. n.. a....ee
1702 DOC NICHOLS ROAD
SCALE 1"=30'
/� 7� I1Ce"5e C-0293, C-187
DURHAM, NORTH CAROLINA
SHEET 9 of 12
MC/" DAMS ww Dada sow
DATE 12. 22. 2022

ZONE 1 UTILITY
BUFFER IMPACT
ZONE 2 UTILITY
BUFFER IMPACT
ZONE 3 UTILITY
BUFFER IMPACT
ZONE 2
TEMPORARY
UTILITY CROSSING
BUFFER IMPACT
AREA= 157 SF
ZONE 1
UTILITY
¶MPOR CROSSING
BUFFER IMPACT \
AREA= 311 SF
ZONE 1 TEMPORARY
UTILITY BUFFER
IMPACT
ZONE 2 TEMPORARY
UTILITY BUFFER
IMPACT
ZONE 3 TEMPORARY
UTILITY BUFFER
IMPACT
5 \ 1 I
ZONE 3 ll /
1 \ /BUFFER PACT
{{MMPACT
1 \ AREA=/i,005 SF//) / )
ZOryryE 3
TEMPORARYIUTILITY) \
BU�FER IMPApCT I 1 I
_ \ \ AR A= 383ISF I \
I �\ ZINE 2 UTI
ING BL�YFER \ E1$CR
iING
:. �AREiRA
85156E \
VA555555V.555555' „
PROPOSED §ANITARY SEWER \ EX I iING
�� \� \ !y;• \ MAINTAINS 3'CLEARANCE \ STRICTURE \ \
BETWEEN STREAQ AND SEWER \
L� PIPE - NO STREAM IMPACT \ \ \ \
-J�� / �5 \\ (INSTALLATION Bl� DRY BORE & \ \ \
-,�ACK) 1 \ \ \ NE QQ
RII\ARIANSE \R
\ \ \ ST AM BU40*
FFE \\
\ � \
\ \ TERBILLE HUBERi H \
ZONE 1 UTILI \
\ \ TIN: 0851]-91-20-2310
40",r;.' CROSSING BUFFER
\ }?; IMPACT AREA \ \ \ \ ZONING: RR \\ \ \ \
t�Q` 'S,,'ir a\ \ 1,014 SF I \ ` \ \\ LAND USE: \AG/1-FgMILY \ \
\ \ I ':r: ••.�/ \ \ STREAM
ZONE 1 \ \ 54
\ TEMPO BY
UTILITY O SSING \ \ \
ZONE 2 \ BUFFER IMC�i \ \ \ \\ TOP OF \ 1\ \
TEMPORARY— `\ AREA= 332 SF — \ J \ �BpNK \
UTILITY CROSSING \ "• V v \ N \ O \ \ \
BUFFER IMPACT
AREA= 172 SF
\ \ ZuOE 1 UTILITY
ZONE 2 UTILITY — CROSSING BUFFER
\ CROSSING`BUFFER �q �: IMPAC1\AREA= \\ \ \ \ �•y° \ \ \
\I7MPACT AREA= \ \1,051 SF\
\ A5 ASP \ ';r:....
\ \ \ \ .5?vv�r.;:.
DPLkN
\\\\5\ vR'r�'r'r:lS:QF
CQODPLmw--TEMPO:
M \(FU iURE)
�SEET \ \ \ \\ \\\\ \
\\
\LIMI' OF DISTU DANCE ?• \ \ 5\ \ \ 1 \ \ \ \
TREF�PRbTQCTION FENCE\ i?.�??.':, •v:i+•:�?.'?.^ii:t••5 C 1 \ \I \ \ I \ \ \\ \
Yrii.S.i;.i`:j.i'r.t ......
_� \ \ I \ \. 1"'v.•?, •.......... r•'n, 5............?.... \SSMNI \ \
\ EX. PR P�R \ \ \ \ \'•;.4r:•?:{wi.;:'.•;i}i.?i;.;'.;'.;;r; I�P.y\,
\ LINE \ \ \ \ \ \ V5 •...'•1.t•'?:biiii:4. ^•'v� \ \\ \ \ \ \ \ \ \ \ ,�
v .,.v; v: lr
\ \ \ 'r.;?,', :}:j;??(•iiii.••• •'`';:?`'!?i:,; \ \ C\ 30' CITY QF \
\ \ \ \ \ \ ............... \ DURHAM \ \
\ \ \ \ \?:y.`vr:rr'i?v\v••'�,''"v5\ \\ \ SANITARY \ \
ZONE 3 \ \ \ \ .•?.•; rj•?.•?.••rr;,,,, .. 'S'Y'.'?.•?.•., \ SEWER \ \ \ \
-BUEF€R AMPAC I � ZONE 3, UTILITY \• .{',"'.;( X.:i.`.Xxxxt'.'• •; ?4iy' ;¢„ \ \ EASEMENT \ \,
\ BUFFER MPACYj Yii::iv "y.r??;^b%.•?• \\ \
AREA= !Im F \ \AREAL 6, 8 SF\ \ ?. •?:•:. ti'.'??:.•:,:5•::r„•'t,,,F,,.,.,,,,,,,5,, \ \ \ \
— — �� � � � .• . 5���l11:11.Y!•Y: 5 Vf•V ��1.1'. \\ � \ \ I(�,
PHILLIPS GLENN ,hI
PHW-IR4 PATRICIA K i / / \ \-�;•;.:;•>'�':::':;'>:•>. 55.'>.,....,w,? � _ _ � —'a"—�
_ PIN: 0850-81-35-2220 / \ \\ i:•?i:'?.'????:•i•,••�;ai;i;C(':,v, !I�
—ZONING: RR / \ :::.•?'•??:?:vi•i'•, ''?:'?::;?h'w:• ` `=,� �`
/ E ISTING \ \\ ta:,fti;¢.;;..'.y„v,.w';;", LAND USA: AG 1-FAMILY 1 ••5)d""'�"' � • �'• ••• ��••� � �
\ 1ty'ti:'f ':
K I N A D ROAD
55' S55Vk• 5'1 555V 5 4{— I
/ I(60' P LIC R/W) ) ;I:v:S.;,iti;;f;:;i$:;
p,
IMPACT SHEET #10
TOTAL:
ZONE 1 BUFFER IMPACT AREA = 2,065 SF (O.OS AC)
ZONE 1 TEMPORARY BUFFER IMPACT AREA = 643 SF (0.01 AC)
ZONE 2 BUFFER IMPACT AREA = 1,604 SF (0.04 AC)
ZONE 2 TEMPORARY BUFFER IMPACTAREA- 329 SF (0.01 AC)
ZONE 3 BUFFER IMPACT AREA = 7,193 SF (0.16 AC)
ZONE 3 TEMPORARY BUFFER IMPACT AREA = 1,229 SF (0.03 AC)
N GRAPHIC SCALE
0 15 30 60
NC GRID (NAD83) 1 inch - 30 ft.
PLAN INFORMATION
rh—h R. Ad­Coma,,,Y.,,,l.
621 HOSveeS 1,b.,.,gh
DOC NICHOLS ROAD
PROJECT NO. EPC-200DO
„IPSee
FILENAME EPC20000-El
8zlelgh, NC new
WETLAND AND STREAM IMPACT MAPS
CHECKED BY 1PM
phone919.361.500e
DRAWN BY JMS
ra. 9" 0 111, 12
1702 DOC NICHOLS ROAD
SCALE 1"=30'
/� 7� I1Ce"5e C-02e3, C-187
DURHAM, NORTH CAROLINA
SHEET 10 of 12
MC/" DAMS www m�adams6 6 m
DATE 12.22.2022

ZONE 3 UTILITY
BUFFER IMPACT
ZONE 3 TEMPORARY
UTILITY BUFFER
IMPACT
MATCH LINE 5-5, SEE SHEET #12
mmm}}i8!i4i}}{\ 1 1 ; 100' NEIU$E
RIPARIAN
STREAM (PUFFER I � I PHILLIPS LENN �I1
PHILLIPS PATRICIAK \
\ \ g0' 9IN: 0850181 —35— 220 \
•! / / ZO< ING: RR
\ 20 Z \\ ZONE 3 i' „•,,'f'}i, "; � SS OUTALL I i/ i /LAND US�: AG/1—fMILY
30 ZONE ;;
ZONE t \ \ ^:;i}i: ::w, i'r:;; ;.ti• / I / EX. P// OPERTY
\ \ };• / / / / I LINE( /
I \ y4 i• \ i i EX. PRO RTY
1':vii:?;..;ii;;ii(, ''•iiii;;:?;ii;y
LINE / / / TERBILLE BERRY H
/PIN: D ,-191-22-2310
I \ •vj;:;:L•;i4;i i',:''•}'r:iivn{,{ 1 i I I / k' ZONING:/RR
\ 'V S}��''�r}' 'i;'}}}}, \ I LAND U AG /I —FAMILY
\ \ "r rr I ZONE 3 UTILITY
BUFFER IMPACT
AREA= 8.43? SF
I\ ?j.?/:,��ii;S•., :: EXISTING
1 '� STRUCTURE
ZONE TEMPORARY
FLOODPLAIN I \ / D / I \
"'''::':\. UTILIT BUFFER
FLOODPLAIN / \ I �•'"'S........... '.. ...iir, I IMPA T AREA= $39 SF I \
(FUTURE .....
\ \ 1 ...........
?; SSMH LIMITA OF DISTURBANCE/
\ \ + %•; ';;,; ;;;;;,, ,;;; \ (TYP TREE OTECTION FENCE
\ \ \\ �}o;^,'i;!�iiiii'r, ':f� :ti'i:'i:'i:}'' „• \ i I (TYP.)
\1
;, \ \ \ 5' WIDE _
\ TEMPORARY i
\ ( };.};{
TOP OF\ 'GONSTRUCTLON—
\\\` \ \?•?;ti:tii'iii:.•... ''''iiiiiii};};{•};i;!i':•: �. EASEMENT
\ BANK \\ \\,' \ \ „•:!•v.iif;#•;:•}}:iv ";:•i:'}i;{•}};
5 \ \ \ 'i; f;:iiii:"' "'}:;}}iiiiiiiiii::•i:•iii,:
`\ \ }:•}:?�}iii �;° :,}yi'iiiii;i•}:• I 10O' NEU�SEI i
\ \ \ \\ �\ \�` \\\•'•'Y.ti:}'ii}ii;}:{}}>;;,f;M
i:,�ITREA/B!]FFER
\ \\.';4;v.•."'+}'/.ii;tiiiiiiiiiiiir,;''iiii,9 / / /
ii:;:w .; }}}::ji i ti•:.':'i:,i :'. / /_L EXISTING
\ \ \ �1•• 'iii ii: W::•;n'', ..:'.......�•;.}'X.:v;.. 30' CIXY yr TRAIL
.................. A?i?'ii}"i;i'}' DURHAM /
\ \ \ ''i;;riiY;{{.,,', ?4;y;%+.;;yi;fii, / $ZANIi¢RY
\ :. •,ti; 4r,�;;:;;«n, . ... K'ri.,ii• r, /SEW
\ \ I \ ,` Jiii;in "'Ci•kkiii}i};i" \ EASEMENT
\ y(
ZONE 2 UTII
\ BUFFER IMP
\ \ \ \ \ AREAS 15
\ \
\ \ STREAM \
\ \ � S4
PHILLIPS GLENN M
PHILLIPS PATRICIA K//' \ \ \
PIN: 0850-80-87—�52
ZONING: RR h/
LAND USE: RES/URAL
\\ RESIDENTIALRL
\ \\
\� \\
IMPACT SHEET #11
TOTAL:
ZONE2 BUFFER IMPACT AREA=59 SF(0.001 AC)
ZONE 3 BUFFER IMPACT AREA = 8,432 SF (0.19 AC)
ZONE 3 TEMPORARY BUFFER IMPACT AREA = 839 SF (0.02 AC)
TY
CT
\\ ZONE 2 UTIL6TY
BUFFER IMPACT 4*
I\ I \ AREA= 44 SF
O
�c3
♦�P
N GRAPHIC SCALE
0 16 30 60
NC GRID (NAD83) 1 inch = 30 ft.
PLAN INFORMATION
PROJECT NO. EPC-200DO
FILENAME EPC20000-El
CHECKED BY 1PM
DRAWN BY JMS
SCALE 1"=30'
7� SHEET 11 of 12
MC/" DAMS ww m adams o wm DATE 12. 22. 2022
rh—ho R. Ads C.m hy,Ill.
621 HOlsb.,.,gh Sveei
DOC NICHOLS ROAD
„`PSee
8zlelgn, Nc new
phone919.361.500e
WETLAND AND STREAM IMPACT MAPS
ra. n.. ae1..."
1702 DOC NICHOLS ROAD
I1Ce"5e C-0293, C-187
/�
DURHAM, NORTH CAROLINA

ZONE 1 UTILITY
BUFFER IMPACT
ZONE 2 UTILITY
BUFFER IMPACT
ZONE 3 UTILITY
BUFFER IMPACT
I \\
/r\
EXISTING /
SANITARY
SEWER /
E%. 30' CITY OF DURHAM
SANITARY SEWER EASEMENT
P.B. 201. PGS. 348-349 /
ZONE 1 U11LIiY
BUFFER IMPACT
/ AREA= 115 SF
I I
I I
I I I
I
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TOTAL:
ZONE 1 BUFFER IMPACT AREA = 115 SF (0.003 AC)
ZONE 2 BUFFER IMPACT AREA = 2,781 SF (0.06 AC)
ZONE 2 TEMPORARY BUFFER IMPACT AREA = 66 SF (0.001 AC)
ZONE 3 BUFFER IMPACT AREA = 5,186 SF (0.12 AC)
ZONE 3 TEMPORARY BUFFER IMPACT AREA= 1,163 SF (0.03 AC)
N 0GRAPHIC SCALE
a is so eo
NC GRID (NAD83) 1 inch = 30 ft.
PLAN INFORMATION
PROJECT NO. EPC-200DO
FILENAME EPC20000-El
CHECKED BY 1PM
DRAWN BY JMS
SCALE 1"=30'
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Courtyards @ Doc Nichol
IBC DEQ Stream Forms and Corps Data Sheets

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Courtyards @ Doc Nichols City/County: Durham Co. Sampling Date: 7/21/22
Applicant/Owner: Epcon State: NC Sampling Point: Upland
Investigator(s): A. Aycrigg Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): 5
Subregion (LRR or MLRA): Lat: 35.949167 Long:-78.794884 Datum:
Soil Map Unit Name: NWI classification: n/a
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No
within a Wetland? Yes No
Wetland Hydrology Present? Yes No V
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al) _
Aquatic Fauna (B13)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
_ Drainage Patterns (1310)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
— Moss Trim Lines (B16)
Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
— Drift Deposits (B3) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) _
Other (Explain in Remarks)
_ Shallow Aquitard (D3)
— Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
Depth (inches): 0
Water Table Present? Yes No
Depth (inches): 0
Saturation Present? Yes No
`� Depth (inches): °
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: Upland
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 20
) % Cover Species? Status
Number of Dominant Species
1. Pinus taeda
120 Yes FAG
That Are OBL, FACW, or FAC: 4 (A)
2 Acer rubrum
20 Yes FAG
Total Number of Dominant
3•
Species Across All Strata: 4 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
140 = Total Cover
50% of total cover: 70 20% of total cover: 28
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 20
)
OBL species x 1 =
1 Liquidambar styracilflua
15 Yes FAC
FACW species x 2 =
FAC species x 3 =
2.
3
FACU species x 4 =
4.
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
Prevalence Index = B/A =
6.
15 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 7 20% of total cover: s
0 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 20
)
n✓ 2 - Dominance Test is >50%
1 •
❑ 3 -Prevalence Index is <_3.0'
2•
0 Problematic Hydrophytic Vegetation' (Explain)
3.
4•
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover: 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10
)
(7.6 cm) or larger in diameter at breast height (DBH).
1 •
Sapling — Woody plants, excluding woody vines,
2.
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
3.
4.
Shrub — Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
Herb — All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
$•
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
0 = Total Cover
50% of total cover: 65 20% of total cover: 26
Woody Vine Stratum (Plot size:
10 )
1 vitis spp.
10 Yes FAC
2.
3.
4.
5•
Hydrophytic
i0 = Total Cover
Vegetation
Fv
50% of total cover: 5 20% of total cover: 2
Present? Yes No
Remarks: (If observed. list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: Upland
to the death needed to document the indicator or confirm the absence of ind
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc2 Texture Remarks
0-8 10 Y/R 5/4 SL
8-12 10 Y/R 6/6
SCL
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Sc
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
` Loamy Mucky Mineral (F1) (LRR O)
u Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
_ Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
_ Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
_ Iron -Manganese Masses (1`12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4) _ Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5) _ Piedmont Floodplain Soils (1`19) (MLRA 149A)
Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 15313)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes _LL No -Z
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Courtyards @ Doc Nichols City/County: Durham Co. Sampling Date: 7/21/22
Applicant/Owner: Epcon State: NC Sampling Point: W1, W2, W3
Investigator(s): A. Aycrigg Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): 5
Subregion (LRR or MLRA): Lat: 35.945558 Long:-78.79560 Datum:
Soil Map Unit Name: NWI classification: n/a
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No
within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al) _
Aquatic Fauna (B13)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
'� Drainage Patterns (1310)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
— Moss Trim Lines (B16)
Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (B3) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) _
Other (Explain in Remarks)
_ Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
Depth (inches): 0
Water Table Present? Yes No
Depth (inches): 0
Saturation Present? Yes `' No
Depth (inches): 3
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
W1, W2, W3 are riparian freshwater marsh wetlands occupying a headwater orientation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: w1, w2, w3
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 20
) % Cover Species? Status
Number of Dominant Species
1. n/a
That Are OBL, FACW, or FAC: 4 (A)
2.
Total Number of Dominant
3•
Species Across All Strata: 4 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
0 = Total Cover
50% of total cover: 20% of total cover:
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 20
)
OBL species x 1 =
1 Acer rubrum
5 Yes FAC
FACW species x 2 =
FAC species x 3 =
2.
3
FACU species x 4 =
4.
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
Prevalence Index = B/A =
6.
5 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 2.5 20% of total cover: '
0 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 20
)
n✓ 2 - Dominance Test is >50%
1. n/a
3 -Prevalence Index is <_3.0
2•
0 Problematic Hydrophytic Vegetation' (Explain)
3.
4•
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover: 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10
)
(7.6 cm) or larger in diameter at breast height (DBH).
1 Panicum spp.
75 Yes FAC
Sapling —Woody plants, excluding woody vines,
2 Microstegium viminium
50 Yes FAC
approximately 20 ft (6 m) or more in height and less
3. Boehmeria cylindrica
5 No FAC
than 3 in. (7.6 cm) DBH.
4.
Shrub — Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
Herb — All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
$•
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
130 = Total Cover
50% of total cover: 65 20% of total cover: 26
Woody Vine Stratum (Plot size:
10 )
1 vitis spp.
5 Yes FAC
2.
3.
4.
5•
Hydrophytic
5 = Total Cover
Vegetation
Fv
50% of total cover: 2.5 20% of total cover: 1
Present? Yes No
Remarks: (If observed. list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL Sampling Point: Wi, W21 W3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc2
Texture Remarks
0-3 10 Y/R 4/3
SL
3-8 10 Y/R 6/2 98
7.5 Y/R 6/6 2 C M
SL
8-12 10 Y/R 6/1 98
7.5 R 5/4 2 C M
SCL
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muck (A9) (LRR 0)
Histic Epipedon (A2)
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (Al 0) (LRR S)
— Black Histic (A3)
` Loamy Mucky Mineral (F1) (LRR 0)
u Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
_ Stratified Layers (A5)
Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
_ Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
_ Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
_ Iron -Manganese Masses (1`12) (LRR 0, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR 0, S)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5)
_ Piedmont Floodplain Soils (1`19) (MLRA 149A)
Stripped Matrix (S6)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes -Z No
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Courtyards @ Doc Nichols City/County: Durham Co. Sampling Date: 7/21/22
Applicant/Owner: Epcon State: NC Sampling Point: W4, W5
Investigator(s): A. Aycrigg Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): 5
Subregion (LRR or MLRA): Lat: 35.947530 Long:-78.794793 Datum:
Soil Map Unit Name: NWI classification: n/a
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No
within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al) _
Aquatic Fauna (B13)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
'� Drainage Patterns (1310)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
— Moss Trim Lines (B16)
Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (B3) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) _
Other (Explain in Remarks)
_ Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
Depth (inches): 0
Water Table Present? Yes No
Depth (inches): 0
Saturation Present? Yes `' No
Depth (inches): 3
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
W4 and W5 are historic ponds that are no longer hydrologically supportive of an open water
condition and have transitioned to small wetland areas.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W4, W5
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 20
) % Cover Species? Status
Number of Dominant Species
1. n/a
That Are OBL, FACW, or FAC: 3 (A)
2.
Total Number of Dominant
3•
Species Across All Strata: 3 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
0 = Total Cover
50% of total cover: 20% of total cover:
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 20
)
OBL species x 1 =
1 n/a
FACW species x 2 =
FAC species x 3 =
2.
3
FACU species x 4 =
4.
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
Prevalence Index = B/A =
6.
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 20% of total cover:
01 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 20
)
n✓ 2 - Dominance Test is >50%
1. n/a
3 - Prevalence Index is <_3.0
2•
0 Problematic Hydrophytic Vegetation' (Explain)
3.
4•
'Indicators of hydric soil and wetland hydrology must
5,
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover: 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10
)
(7.6 cm) or larger in diameter at breast height (DBH).
1 Echinochloa crus-galli
75 Yes FAC
Sapling —Woody plants, excluding woody vines,
2 Cyperus spp.
50 Yes FACW
approximately 20 ft (6 m) or more in height and less
3 Microstegium viminium
10 No FAC
than 3 in. (7.6 cm) DBH.
4.
Shrub — Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
Herb — All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
$•
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
135 = Total Cover
50% of total cover: 65 20% of total cover: 26
Woody Vine Stratum (Plot size:
10 )
1 n/a
2.
3.
4.
5•
Hydrophytic
0 = Total Cover
Vegetation
Fv
50% of total cover: 2.5 20% of total cover: 1
Present? Yes No
Remarks: (If observed. list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: W4, W5
to the death needed to document the indicator or confirm the absence of ind
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc2 Texture Remarks
0-8 10 Y/R 2/3 Mucky Mineral
8-12 10 Y/R 2/1
SL
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Sc
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
` Loamy Mucky Mineral (F1) (LRR O)
u Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
_ Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
_ Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
_ Iron -Manganese Masses (1`12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4) _ Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5) _ Piedmont Floodplain Soils (1`19) (MLRA 149A)
Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 15313)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Soils are historic pond bottom.
Hydric Soil Present? Yes -Z No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

S1
NC DWQ Stream Identification Form Version 4.11
Date: 11/15/22
Project/Site: COurtyardS@DOC
Latitude: 35.949142
Evaluator: A. Aycrigg, PWS
county: Durham
Longitude:-78.799114
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent 21.5
Ephemeral ermi a Perennial
e.g. Quad Name:
if >_ 19 or perennial if > 30
A. Geomorphology (Subtotal = 11.5 )
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
O
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
C
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
OO
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
ci
1.
11. Second or greater order channel
o = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 2.5 )
12. Presence of Baseflow
0
O
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
.5
0
15. Sediment on plants or debris
0
<T:p
1
1.5
16. Organic debris lines or piles
0
CO.5
1
1.5
17. Soil -based evidence of high water table?
o =
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
©
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
OQ
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
n
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 ther = 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: 11/15/22
Project/Site: Courtyards@Doc
Latitude: 35.947987
Evaluator: A. Aycrlgg. PINS
county: Durham
Longitude:-78.79675
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent 20.5
Ephemeral ermi a Perennial
e.g. Quad Name:
if >_ 19 or perennial if > 30
A. Geomorphology (Subtotal = 10.5 )
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
O
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
OO
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
ci
1.
11. Second or greater order channel
o = _0D
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 2•5 )
12. Presence of Baseflow
0
O
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
.5
0
15. Sediment on plants or debris
0
<T:p
1
1.5
16. Organic debris lines or piles
0
CO.5
1
1.5
17. Soil -based evidence of high water table?
o =
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
©
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
OQ
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
n
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 ther = 0
perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

RM
NC DWQ Stream Identification Form Version 4.11
Date: 11/15/22
Project/Site: Courtyards@Doc
Latitude: 35.945441
Evaluator: A. Aycrigg, PWS
county: Durham
Longitude:-78.795828
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent 20.5
Ephemeral ermi a Perennial
e.g. Quad Name:
if >_ 19 or perennial if > 30
A. Geomorphology (Subtotal = 10.5 )
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
O
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
OO
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
ci
1.
11. Second or greater order channel
o = _0D
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 2.5 )
12. Presence of Baseflow
0
O
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
.5
0
15. Sediment on plants or debris
0
<T:p
1
1.5
16. Organic debris lines or piles
0
CO.5
1
1.5
17. Soil -based evidence of high water table?
o =
Yes = 3
C. Biology (Subtotal = 7.5 )
18. Fibrous roots in streambed
©
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
OQ
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
a
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 ther = 0
perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

Y�
NC DWQ Stream Identification Form Version 4.11
Date: 11/15/22
Project/Site: COurtyardS@DOC
Latitude: 35.947770,
Evaluator: A. Aycrigg, PWS
county: Durham
Longitude:-78.799207
Total Points: 415
Stream Determination (circle one
Other
Stream is at least intermittent .
if >_ 19 or perennial if > 30
Ephemeral Intermittent erennia
e.g. Quad Name:
A. Geomorphology (Subtotal = 22.5 )
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
sequence
0
1
2
0ripple-pool
4. Particle size of stream substrate
0
1
®
3
5. Active/relict floodplain
0
1
2
30
6. Depositional bars or benches
0
1
Q3
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-
11. Second or greater order channel
No = 0
es =
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 8.5 )
12. Presence of Baseflow
0
1
0
3
13. Iron oxidizing bacteria
0
Cp
2
3
14. Leaf litter
1.5
1
.5
0
15. Sediment on plants or debris
0
0.5
10
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
es =
C. Biology (Subtotal = 10 )
18. Fibrous roots in streambed
©
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
Cp
3
21. Aquatic Mollusks
OQ
1
2
3
22. Fish
0
1
1.5
23. Crayfish
0
1
1.5
24. Amphibians
0
.5
1
1.5
25. Algae
0
.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 ther = 0
perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

Courtyards @ Doc Nichols
Property Owner Access Authorization Forms

January 9, 2022
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization Letter
Courtyards@Doc Nichols
Durham County, North Carolina
WES Project No. A2
Latitude / Longitude: 35.946132°,-78.796736'
The undersigned, registered property owner(s) of the above -note property, do hereby authorize Wetland and
Environmental Solutions, LLC (WES) to act on behalf of the current property owner(s) as the agent for all
actions necessary for the processing, issuance, and acceptance of permits or certifications pertaining to Waters
of the United States at the above referenced project site. This agent authorization letter supersedes all
previous agent authorizations.
Owner Signature
(required)
"d Signature:
(optional)
i
Printed Name:y�y�x
IC-z:i ret
Printed Name:
Date:
l f gI23
Date:
Organization:
EPCON Communities
Organization:
Mailing
Address:
Mailing
Address:
5420 Wade Park Blvd, Suite 206
Raleigh, NC 27607
Phone Number
`�l4 3a 3 `�
Phone Number:

October 18, 2022
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization Letter
Courtyards@Doc Nichols Sewer Easement
Durham County, North Carolina
WES Project No. A2
Latitude / Longitude: 35.946132%-78.796736°
The undersigned, registered property owner(s) of the above -note property, do hereby authorize Wetland and
Environmental Solutions, LLC (WES) to act on behalf of the current property owner(s) as the agent for all
actions necessary for the processing, issuance, and acceptance of permits or certifications pertaining to Waters
of the United States at the above referenced project site. This agent authorization letter supersedes all
previous agent authorizations.
Owner Signature:
2nd Signature:
(required)
r-,,/�--
(optional)
Printed Name:
d
Printed Name:
4
Date:
/
Date:
Organization:
��''�°-�ij (,�-��/X�
Organization:
MailingJJ`
Mailing
Address:
0-
Address:
r2 Z S'
Phone Number:
?V��! F-J2�
Phone Number:

October 18, 2022
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization Letter
Courtyards@Doc Nichols Sewer Easement
Durham County, North Carolina
WES Project No. A2
Latitude / Longitude: 35.946132°,-78.796736°
The undersigned, registered property owner(s) of the above -note property, do hereby authorize Wetland and
Environmental Solutions, LLC (WES) to act on behalf of the current property owner(s) as the agent for all
actions necessary for the processing, issuance, and acceptance of permits or certifications pertaining to Waters
of the United States at the above referenced project site. This agent authorization letter supersedes all
previous agent authorizations.
Owner Signature
(required)
��
�
2"d Signature:
(optional)
Printed Name:
Leland, Alan
Printed Name:
Date:
/0 — 2 2 Qe Z
Date:
Organization:
%�dCJ �'�a2—�� 0f� N�
Organization:
Mailing
Address:
6' 3 / N AQd) 0
10 U 0AV%, N ( Z"O 3
Mailing
Address:
Phone Number:
jqJ5_5-76"­,�-6Z 9
1 Phone Number:

October 18, 2022
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization Letter
Courtyards@Doc Nichols Sewer Easement
Durham County, North Carolina
WES Project No. A2
Latitude / Longitude: 35.946132°,-78.796736°
The undersigned, registered property owner(s) of the above -note property, do hereby authorize Wetland and
Environmental Solutions, LLC (WES) to act on behalf of the current property owner(s) as the agent for all
actions necessary for the processing, issuance, and acceptance of permits or certifications pertaining to Waters
of the United States at the above referenced project site. This agent authorization letter supersedes all
previous agent authorizations.
Owner Signature:
(required)
/ /
/EIS
2"d Signature:
(optional)
Printed Name:
Terbille, Hubert
Printed Name:
Date:
Date:
Organization:
Organization:
Mailing
Address:
in 2� z /�/"'� ���
3
Mailing
Address:
Phone Number:
c��Q_�—y�q��fy�p
Phone Number:

October 18, 2022
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization letter
Courtyards@Doc Nichols Sewer Easement
Durham County, North Carolina
WES Project No. A2
Latitude / Longitude: 35.946132°,-78.796736'
The undersigned, registered property owner(s) of the above -note property, do hereby authorize Wetland and
Environmental Solutions, LLC (WES) to act on behalf of the current property owner(s) as the agent for all
actions necessary for the processing, issuance, and acceptance of permits or certifications pertaining to Waters
of the United States at the above referenced project site. This agent authorization letter supersedes all
previous agent authorizations.
Owner Signature:
2"d Signature:
(required)
(optional)
Printed Name:
Phillips, Glenn and Patricia
Printed Name:
Date:
Date:
Organization:
Organization:
Mailing
0- Rtl
Mailing
Address:
f'3C_
Address:
2�-►d 3
Phone Number:
Phone Number:
L