20220436 Ver 1_More Info Received_20220901

Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS
Sue Homewood September 1, 2022
NC Division of Water Resources
450 W. Hanes Mill Rd., Ste. 300
Winston-Salem, NC 27105

RE: Request for Additional Information
Albemarle Road Development Site
DWR# 20220436

Ms. Homewood,

This letter is provided by Wetlands & Waters, Inc. on behalf of Forestar Group, Inc. (project proponent) in response
to a request for additional information from the NC Division of Water Resources (DWR) dated August 10, 2022.
Requests from DWR are italicized, with our responses in bold.

1. If the U.S. Army Corps of Engineers requests a response to any comments received as a result of the Public
Notice, please provide the Division with a copy of your response to the USACE.
Comment received—we will ensure the Division (DWR) is supplied with a copy of our responses to
USACE.
2. In order to accurately document DWR mitigation requirements, please provide DWR Stream Forms for all
stream segments. Please include a map that clearly identifies all transition locations w ithin streams.
Stream forms provided to USACE and the Approved Jurisdictional Determination (AJD) issued by
USACE are included in Attachment A with this response. The AJD illustrates stream transitions.
3. The Division understands that the majority of impacts labeled as “Future” are within future phases of the
development proposed for construction at a later date; however, it appears that Future Perm Wetland
Impact I3 and Future Perm. Impact R9 are within the current proposed construction phase. Please clari fy
why these impacts are labeled as “Future”.
A revised and corrected plan set—showing that all impacts are disclosed as one permit application,
proposed under a Standard (Individual) Permit—was provided to USACE for the purpose of the Public
Notice and initiation of the Individual Permit process. A copy of the plan set supplied to USACE is
included in Attachment B with this letter. The subject plan set clarifies this item.
4. Future Permanent Impact R9, Future Perm Isolated Wetlands Impact I3 and Future Perm. Wetland Impact
C1000-1100 are not listed within the PCN Table of Impacts; please update the tables accordingly. Please
also make any corresponding updates to mitigation totals and mitigation acceptance letters.
Please refer to the updated plan set and Attachment C, which includes the Public Notice posted by
USACE and an updated impact inventory.

Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS
5. For all locations where multiple culverts are proposed, the plan sheets must clearly detail that low flows
shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they
receive only flows above bankfull. Please provide design details that clearly show floodplain benc h
construction and/or sills at the inlet and outlet of the culverts to ensure tha t the stream is not over widened
on either end of the culvert. Please also provide a profile view of all stormflow culverts.
The plan set included with this response illustrates that many of the crossings were redesigned to
accommodate low-flow conditions.
6. The Division appreciates the modifications that have been proposed to the culvert design at Stream Impact
R3. The Division remains concerned about streambank stability during high flow conditions and is unclear
that streambank riprap will be sufficient given the alignment of the culverts. Please provide engineering
calculations to document velocity and appropriate riprap sizing and installation. Please provide plan and
provide construction details for the enhanced riprap outlet apron. The details should clearly show how
natural stream flow and conditions will be maintained within a low flow channel within the enhanced
riprap apron. It is the Division’s experience that when excessively wide riprap aprons are required for
velocity control and/or stability that natural stream function is not maintained and therefore these impacts
should be considered as permanent loss of stream.
This request will be coordinated with project engineers and additional data will be provided in our next
response.
7. For structures less than 72” in diameter/width, and topographic constraints indicate culvert slopes of
greater than 2.5% culvert burial is not recommended; however, the applicant must document that all
alternative options for flattening the slope have been investigated and aquatic life movement/connectivity
has been provided when possible (e.g. rock ladders, cross-vanes, sills, baffles, etc.). Please address this
comment with regards to the culverts proposed at Stream Impact R2.
The R2 crossing will be further evaluated with the project engineers to determine if it is advisable to redesign
the crossing to avoid culvert burial.
8. You have provided additional information which indicates that culvert sizes are required for drainage area
and that smaller culverts are not feasible. In addition, you have stated that “the narrow OHWM at impact
R8 is a result of entrenchment of the stream system”. These statements do not address the concern that
stream function will be negatively impacted by culverts which are substantially wider than the streams. The
proposed design will create a wider stream channel which will lower the depth of the channel and decrease
flow, increase temperature, increase sediment deposition and reduce aquatic passage. Please provide
culvert designs which manage the drainage area while maintaining existing stream function above and
below the culverts.
Please refer to the plan set included in Attachment B, which incorporate culvert designs that manage the
drainage area while maintaining existing stream function above and below the culverts.
9. It appears that Stream Impact R1 may disconnect a very small portion of the tributary above the crossing
in such a way that it is likely to remove it’s existing uses/functions. This would constitute indirect impacts
to this portion of stream for a loss of function. Please provide updated plans that clearly show the impacts
in relation to the stream start location and if appropriate, please update the PCN to account for this length
of stream as indirect impacts or modify the crossing location and update the PCN and plan sheets
accordingly.
The hydrology of this reach of stream is supplemented with groundwater and there are no proposed impacts
to this reach of stream bed, therefore the existing use and function of this reach of stream should continue.

Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS
10. Pursuant to 15A NCAC 02H .0506(b), “a 401 Water Quality Certification may only be issued upon
determining that the proposed activity will comply with state water quality standards which includes
designated uses, numeric criteria, narrative criteria and the state’s antidegradation policy, as defined in
rules 15A NCAC 02B .0200…In assessing whether the proposed activity will comply with water quality
standards, the Division shall evaluate if the proposed activity: (2) would cause or contribute toa violation
of water quality standards; (3) would result in secondary or cumulative impacts that cause or contribute to,
or will cause or contribute to, a violation of water quality standards;” In order for the Division to fully
evaluate potentially hydrological impacts on some stream and wetland features within the project limits,
please provide the location of all outlet structures from the SCMs shown on the proposed plan sheet. In
order to avoid further requests for additional information upon receipt of the response to this item, the
Division strongly encourages that you carefully evaluate the proposed site plan for locations where
existing surface hydrology will be redirected which would have the potential to remove or reduce the
existing functions of a stream and/or wetland. Ased on the current proposed plan the Division believes
there is potential for indirect impacts to some features within the overall project limits.
The plans included with this response show proposed SCM outlet locations, illustrated as bold lines.
11. Please provide a conceptual construction schedule for all impacts proposed within the application. Please
note that mitigation will be required for ALL impacts unless a mitigation schedule is requested, reviewed
and approved by the Division. Please note that any 401 issued by the Division will expire upon expiration
of the 404 Permit.
A conceptual construction schedule is being developed in coordination with the project proponent and project
engineer, and will be provided in a later response.

The remaining information requested will be coordinated with project engineers. We will provide a
response to your agency within the next thirty (30) days. Please don’t hesitate to contact us should more
information be required at this time.

Best,

Chris Huysman
336-406-0906
Attachment A
Approved Jurisdictional Determination
Current Delineation
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-01521 County: Cabarrus County
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Forestar Group, Inc.
Attn: Alex Bonda
481 Munn Road E. Suite 150
Fort Mill, SC 29715
robertprice(a, forestar.com
Size (acres) Approximately 700 acres Nearest Town Concord
Nearest Waterway Caldwell Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.248225. Longitude: -80.607505
Location description: The Forestar/Albemarle Road Project is on approximatley 700 acres of land located north of
Hwy 24, south of Morrison Road and northeast of the Cabarrus/Mecklenburg County line in Concord, Cabarrus
County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since thewaters, including wetlands, have not been properly delineated, this preliminary jurisdiction
determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary
determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at
the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend
that you have the waters of the U.S., including wetlands, on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
B. Approved Determination
Page 1 of 2

SAW-2021-01521
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
X There are waters of the U.S., including wetlands, on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We recommend you have the waters of the U.S., including wetlands, on your property delineated. As the Corps may
not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a
delineation that can be verified by the Corps.
X The waters of the U.S., including wetlands, on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, unless there is a change in law or our published regulations, may be relied upon
for a period not to exceed five years from the date of this notification.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Crystal Amschler
at [phone] X 4231 or [e-mail].
C. Basis For Determination: See attached Approved JO forms.
D. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries
and/or the jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this
request. This delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the
Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in
USDA programs, you should discuss the applicability of a certified wetland determination with the local USDA service center,
prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331.
Enclosed you will fmd a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request
to appeal this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
Page 2 of 2

SAW-2021-01521
South Atlantic Division
Attn: Mr. Philip A Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. [e-mail]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 9/19/2022.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
C rysta I Amschle r Digitally signed by Crystal Amschler
Corps Regulatory Official: Date: 2022.07.21 15:47:50-04'00'
Date of JD: July 21, 2022 Expiration Date: 5/21/2027
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/.
Page 3 of 2

SAW-2021-01521
N ICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEA
Applicant: Forestar Group, Inc. File Number: SAW-2021-01521 Date: 7/21/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
L
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
E
APPROVED JURISDICTIONAL DETERMINATION
D
SECTION
Additional
Corps
PRELIMINARY JURISDICTIONAL DETERMINATION
I - The following identifies your rights and options regarding an administrative
information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
E
appeal of the above decision.
or
regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for fmal
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B:
•
•
PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,
permit, including its terms and conditions, and approved jurisdictional determinations associated
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process
it to the district engineer for fmal
work is authorized. Your signature
and waive all rights to appeal the
with the permit.
terms and conditions therein, you
by completing Section II of this form
within 60 days of the date of
and sending the form to the division engineer. This form must be received by the division engineer
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the
Appeal Process by completing Section II of this form and sending the form to the division engineer.
the division engineer within 60 days of the date of this notice.
appeal the approved JD or
Corps within 60 days of the date of
the approved JD.
Corps of Engineers Administrative
This form must be received by
E:
regarding
JD
information
PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need
the preliminary JD. The Preliminary JD is not appealable. If you wish,
to respond to the Corps
you may request an approved
Also you may provide new
(which may be appealed), by contacting the Corps district for further instruction.
for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
Page 4 of 2

SAW-2021-01521
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited
to a review of the administrative record, the Corps
or meeting, and any supplemental information that the
administrative record. Neither the appellant nor the Corps
However, you may provide additional information to clarify
record.
memorandum for the record of the appeal conference
review officer has determined is needed to clarify the
may add new information or analyses to the record.
the location of information that is already in the administrative
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Crystal Amschler
69 Darlington Ave
Wilmington, NC 28403
If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803
PHONE: [phone]; FAX [phone]
EMAIL: [e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15 day
ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Crystal Amschler, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Floor M9, Atlanta, GA 30303-8803
Phone: [phone]; EMAIL: [e-mail]
Page 5 of 2

Project Name:
Owner / Developer:
City / County:

Coordinates:
Lat:Long:
Scale: Date:
Tax PIN(s):
Wetlands
& Waters

Albemarle
Forestar
Concord/Cabarrus
55158170600000, 55147962500000, 55241713420000, 55241598530000,
55242891230000, 55240543940000
35.248225 -80.607505 Graphic
Figure 1: Approximate Delineation
of Surface Waters and Wetlands
*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended
to be relied upon for exact location, dimensions, or orientation. All findings and assessments made
by wetland consultants regarding limits of jurisdiction or permitting requirements are subject to
verification by the US Army Corps of Engineers and other appropriate state and local authorities.
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1001100210031004100510061007100810091010
11001101
1102
1103
11041105110611071108
11091110
1111
1112
111311141115
11161117
11181119
1120Y1121Y11011102
1103Y110411051106
1107 11081109 1110 1111
1005Y1006
10071008
1009 1010 1011 1012 1013
1000Y1001100210031004
1200Y120112021203
SPILLWAYPOOL
1 in = 850 ft
Area Not Delineated
sf5
sf1
sf2
sf6
sf3sf4 df1
df2
df3
sf7
sf8
sf9
Inset 1
Ins
e
t

2
Inset 3
Inset 4
df8
df9
df6
df7
df4
df5
sf11 sf10
09-18-2021
428
df16
428428
df10df11
428df12
428 428
df14
df15
df13 428
428
sf12
428 sf13
301
sf14
428 sf15
428
sf16
First Revision: 12-08-2021 MJ
Second Revision: 06-15-2022 MJ

W
&
Wetlands &
Waters, Inc.
Coordinates (Lat/Long):
Owner /
Developer
Project
Name:
Tax
PIN(s):
City /
Town:
County:State:
AID /
ORM:
Scale:Date:
1000B series
1001B series
1002B series
1003B series
1004B series
1005B series
1006B series
1007B series
1008B series1009B series1010B series
1011B series
1012B series
1013B series
1014B series
1015B series
1016B series
1017B series
1018B series buck grade
1019B series buck grade
1020B series
1021B series
1022B series
1023B series
1024B series
1025B series
1026B series
1027B series
1028B series
1029B series
1030B series
1031B series
1032B series
1033B series
1034B series
1035B series
1036B series
1037B series
1038B series
1039B series1040B series
1041B series
1042B series
1043B series1044B series
1045B series
1046B series
1047B series
1048B series
1049B series
1050B series
1051B series
1052B series
1053B series
1054B series
1055B series
1056B series
1057B series
1058B series
1059B series
1060B series1061B series
1062B series
1063B series
1064B series
1065B series
1066B series
1067B series
1068B series
1069B series
1070B series
1071B series
1072B series
1073B series
1074B series
1075B series
1076B series
1077B series
1078B series
1079B series
1080B series
1081B series
1082B series
1083B series
1084B series
1085B series
1086B series
1087B series
1088B series
1089B series
1090B series
1091B series
1092B series
1093B series
1094B series 1095B series
1096B series
1097B series 1098B series1099B series
1100B series
1101B series
1102B series
1103B series
1104B series
1105B series
1106B series
1107B series
1108B series
1109B series
1110B series
1111B series
1112B series
1113B series
1114B series
1115B series
1116B series 1117B series
1118B series
1119B series
1120B series
1121B series
1122B series
1123B series
1124B series
1125B series
1126B series
1127B series
1128B series
1129B series
1130B series tt pl
100a series
101
102
103
104
105 106
107
108
109
110
111 112
113
114 115 116
117
118 119 120 121
122 123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145146
147
148
149150
151
152
153154
155
156
157
158
159
160
161
162
163
164
165
166
167
168 169
170
171 172tt pl
1000pond3
10013
10023
10033
10043
10053
100631007310083
10093
10103
10113
10123
10133
10143
10153
10163
10173
10183
10193
10203
10213
10223
10233
1024310253
10263
10273
1028close3
200a 201
202
203
204 205
206
207
208
209
210 211 212
213
214
215
216 217
218
219
220
221
222
223
224 225
226
227228 229
230 231
232233234235
236
237
238 239
240
241
242
243
244
245246 247
300
301302
303304305306307
308
309
310
311
312
313
314
315
316
317
318
319
320321
322
323
324
325
326
327
328
329close
400
401 402
403
404
405 406
407
408409410
411
412
413414
415
416
417418
419420
421
422
423
424
425
426
427
428 429
430 431
432
433
434
435 436
437
438close
1000bb series, ttbp1005
1001bb
1002
1003
1004
1005
1006
100710081009
1010
1011 1012
1013
1014
1015
1016
1016
101710181019
1020
1021
1022
10231024102510261027
10281029
10301031
1032
10331034
1035
103610371038
1039104010411042
1043
1044
10451046
1047
1048
104910501051
10521053
1054
105510561057
1058
10591060
1061
1062
106310641065
1066
1067
10681069
10701071
1072
10731074
1429aa
1432aa
1434
1438aa
1439
1440
1441
1442
1443
1444
1445
1446tt bb1074
1100b series tt b1000
1101
11021103
110411051106
11071108
1109
1110
1111
1112
1113
1114
1115
11161117
1118
1200
12011202
1203
1204
1205tt 1200
1300
1301
1302
1303
1304
1305
1306
1307
1308
1309
13101311
1312
1313
1314
1315
1316
1317
1318
1319
1320
1321
1322
1323
1316best case alternative
1324
1325
1326
13271328
1329
133013311332
1333 1334
1335 1336tt trib
14001401
1402
1403
1404
1405140614071408
1409
1410 1411 14121413
1414
1415
1416
1417
1418
1419
1420
1421
1422
1423 1424
1425
1426tt 1400 1500
15011502
1503
1504
1505 1506
1507
1508
1509
1510
1511
1512
1513
1514
1515
1516
1517
1518
1519
1520
1521 15221523tt 1300
1000B
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016
1017
1018
1019
1020
1021
1022
1023
1024
1025
1026
1027
10281029
1030
10311032
1033
1034
1035
1036
1037
1038
1066
1067
1068
1069
1070
1071
1072
1073
1074
1075
1076
1077
10781079
1080
1081
10821083
1084
1085
1086
10871088
1089
1090
1091
1092
1093
1094
1600tt trib1601
1602
1603
1604
16051606
16071608
1609
1610tt trib
1000
10011002
1003
1004
1005
1006
1007100810091010
10111012
1013
1014 1015
1016
10171018
1019
1020
1100
1101
1102
1103
1104Ttch
1200TTCH1201
1202TTCH
1300
1301
1302Ttch1400Begin trib
1401
1402
1403
1404
14051406
1407
1408
1409
1410
1411
1412
1413
14141415
1416
141714181419
1420
1421
1422
1423
142414251426
1427
1428
14291431
1433
1435
1436
1437 1438
Figure 2: Approximate Depiction of
Aquatic Resources
-Inset 1 35.248225, -80.607505
Forestar Albemarle
55158170600000, 55147962500000, 55241713420000, 55241598530000,
55242891230000, 55240543940000ConcordCabarrusNC
n/a graphic 09-18-2021
*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended to be relied upon for exact location,
dimensions, or orientation. All findings and assessments made by wetland consultants regarding limits of jurisdiction or permitting
requirements are subject to verification by the US Army Corps of Engineers and other appropriate state and local authorities. N
Waters of the US
Wetland A100-200
Abutting
~11.85 ac
Waters of the US
Wetland B1000-1100
Abutting
~12.94 ac
Waters of the US
Wetland AA/BB1000
Abutting
~5.12 ac
Waters of the US
Tributary 1
Perennial RPW
~4340 LF
Ephemeral 3
NRPW
Non-Jurisdictional
~330 LF
Waters of the US
Pond P1000
Impoundment
~3.11 ac
Waters of the US
Wetland A300
Adjacent
~0.85 ac
Waters of the US
Wetland A400
Abutting
~1.13 ac
DF4
DF5
Ephemeral 4
NRPW
Non-Jurisdictional
~360 LF
Ephemeral 5
NRPW
Non-Jurisdictional
~490 LF
SF7
SF8
SF9
Waters of the US
Wetland C1000-1100
Abutting
~
Waters of the US
Wetland C1200
Abutting
~0.03 ac
Waters of the US
Wetland C1300/1500
Abutting
~1.37 ac
Waters of the US
Wetland C1400
Abutting
~0.35 ac
Waters of the US
Tributary 3
Intermittent RPW
~2220 LF
Waters of the US
Wetland C1600
Abutting
~0.02 ac
Waters of the US
Tributary 2
Intermittent RPW
~935 LF
Waters of the US
Tributary 2
Perennial RPW
~1720 LF
Waters of the US
Tributary 2-A
Intermittent RPW
~235 LF
500 ft
Match LinesMatch LinesMatch LinesDF-7
DF-6
DF-16
428
DF-10
DF-11
428
428
301
SF13
301
SF12
428
SF-16
6.66 ac
-B
First Revision: 12-08-2021 MJ
Second Revision: 06-15-2022 MJ

W
&
Wetlands &
Waters, Inc.
Coordinates (Lat/Long):
Owner /
Developer
Project
Name:
Tax
PIN(s):
City /
Town:
County:State:
AID /
ORM:
Scale:Date:
424
425
1100b series tt b1000
1101
11021103
110411051106
11071108
1109
1110
1111
1112
1115
11161117
1118
1200
1201
1202
1203
1204
1205tt 1200
1300
1301
1302
1303
1304
1305
1306
1307
1308
1309
13101311
1312
1313
1314
1315
1316
1317
1318
1319
1320
1321
1322
1323
1316best case alternative
1324
1325
1326
13271328
1329
133013311332
1333 1334
1335 1336tt trib
14001401
1402
1403
1404
14051406
14071408
1409
1410 1411 14121413
1414
1415
1416
1417
1418
1419
1420
1421
1422
1423 1424
1425
1426tt 1400 1500
15011502
1503
1504
1505 1506
1507
1508
1509
1510
1511
1512
1513
1514
1515
1516
1517
1518
1519
1520
1521 15221523tt 1300
1041
1043
1044
1047close
1200tt trib
12011202
1203
1204
1207
1300tt trib
1301
13021303
130413051306
1307
1308
1309
13101311
13121313
1314
1315
131613171318
1319tt trib
17021703
17041705
1712
1713
1714
1717
1718
1800
1801
1802
1803
1804
1805
1806
1807
1808tt trib
1000B
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016
1017
1018
1019
1020
1021
1022
1023
1024
1025
1026
1027
10281029
1030
10311032
1033
1034
1035
1036
1037
1038
1039
1040
1041
1042
1043
10441045
1046
1047
10481049
1050
1051
1052
10531054
1055
1056
1057
1058
10591060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
1072
1073
1074
1075
1076
1077
10781079
1080
1081
1082
1083
1084
1085
1086
10871088
1089
1092
1093
1094
1600tt trib1601
1602
1603
1604
1605
1606
16071608
1609
1610tt trib
1000d series
1001
10021003
1004
1005
10061007
1008
1009
1010
1011
1012
1013
101410151016
1017
1018
1019
1020
1021
1022
1023
1024
1025
1026
1027
1028
1029tt trib
1030
1031
1032
1033
1034
1035
1036
1037
1038
1039tt trib
1040
1041
1045
1046
1100d
11011102
1103close tt trib
12041205
1400d
1401
1402
1403
1404
1405
1406
1407
1408 1409close tt trib
1500
1501
1502
15031504
1600
160116021603
1604
1605
1700
1701
1706170717081709
1710
1711
1715
1716
1719tt trib
2000
20012002
2003
2004 20052006
2007
2008
2009
2010
2011
2012
2013close tt trib
1200
1201
1202
1203
1204
1205
1206
1207
1208
1209
1210
1211
1212
1230
1231
1232
1233
12341235
1236
1237
1238
12391240
1241
1242
1243
12441245
1246
Figure 2: Approximate Depiction of
Aquatic Resources
-Inset 2 35.248225, -80.607505
Forestar Albemarle
55158170600000, 55147962500000, 55241713420000, 55241598530000,
55242891230000, 55240543940000ConcordCabarrusNC
n/a graphic
*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended to be relied upon for exact location,
dimensions, or orientation. All findings and assessments made by wetland consultants regarding limits of jurisdiction or permitting
requirements are subject to verification by the US Army Corps of Engineers and other appropriate state and local authorities. N
Waters of the US
Wetland C1000-1100
Abutting
~
~0.06 ac
Waters of the US
Tributary 1
Perennial RPW
~4340 LF
Waters of the US
Tributary 4
Perennial RPW
~3655 LF
Waters of the US
Tributary 5
Intermittent RPW
~324 LF
Waters of the US
Wetland D1000
Abutting
~1.54 ac
Ephemeral 1
NRPW
Non-Jurisdictional
~340 LF
Ephemeral 2
NRPW
Non-Jurisdictional
~580 LF
SF5
SF6
Pond P3
NRPW
Non-Jurisdictional
~0.
Waters of the US
Wetland D1100
Abutting
~0.01 ac
Waters of the US
Wetland D1200
Abutting
~0.06 ac
Waters of the US
Wetland D1300
Abutting
~0.23 ac
Waters of the US
Wetland D1400
Abutting
~0.13 ac
Waters of the US
Wetland D1500
Abutting
~0.04 ac
Waters of the US
Wetland D1600
Abutting
~0.05 ac
Waters of the US
Wetland D1700
Abutting
~0.10 ac
Waters of the US
Wetland D1800
Abutting
~0.07 ac
Waters of the US
Wetland D2000
Abutting
~0.21 ac
500 ft
Mat
c
h

L
i
n
e
s
Waters of the US
Tributary 5-A
Perennial RPW
~606 LF
182 ac
Wetland Z2000
Isolated Wetland
Non-Jurisdictional
~0.138 ac
DF-14
DF-15
428
428
NRPW
Non-Jurisdictional
Pond P2
09-18-2021
6.66 ac
First Revision: 12-08-2021 MJ
Second Revision: 06-15-2022 MJ
Project Name:
Owner / Developer:
City / County:

Coordinates:
Lat:Long:
Scale: Date:
Tax PIN(s):
200Isolated
201
205
206
207208
209
210
211212
213
214
215close
I 30
103910401041104210431044104510461047104810491050105110521053105910601061106210631064
200Isolated
201
205
206
207208
209
210
211212
213
215close
I 30
200Isolated
201
205
206
207208
209
210
211212
213
215close
I 30
1000M 10011002
1003
10001001
1002
1003
1004 1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016SIDE OF TRIB
10171018
1019
1020SIDE OF TRIB
1021
1022
1023
1024
1025
1026
1027
1028
1029 10301031
1032
1033
1034
1035
1036103710381039104010411042104310441045104610471048104911001101110211031104120012011202120312041205120612071208120912101211121212131214121512161217121812191220122112221223122412251226122712281229123012311232123312341235123612371238123912401241124212431244124512461050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1000Z
10011002
100310041005
1006 1007 10081009
1010
1100 1101
1102
1103
1104
1105
11061107
1108
11091110
1111
1112
111311141115
1116
1117
11181119
1120Y1121Y11011102
1103Y110411051106
1107 1108 1109 1110 1111
1005Y1006
10071008
1009 1010 1011 1012
1013
1000Y1001100210031004
1200Y 1201
12021203
SPILLWAYPOOL
Albemarle
Forestar
Concord/Cabarrus
55158170600000, 55147962500000, 55241713420000, 55241598530000, 55242891230000,
55240543940000
35.248225 -80.607505 graphic 09-18-2021
Figure 2: Approximate Depiction of
Aquatic Resources
- Inset 3
Wetlands
& Waters

N*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended to be relied upon for exact location,
dimensions, or orientation. All findings and assessments made by wetland consultants regarding limits of jurisdiction or permitting
requirements are subject to verification by the US Army Corps of Engineers and other appropriate state and local authorities.
Waters of the US
Tributary 6
Intermittent RPW
~700 LF
Waters of the USPond P2Impoundment~0.06 ac
Waters of the US
Wetland Z1000
Abutting
~0.03 ac
SF2
Waters of the US
Wetland Z1100
Abutting
~0.05 ac
Waters of the USTributary 7Perennial RPW~1425 LF
Ephemeral 6
NRPW
Non-Jurisdictional
~160 LF
SF10
SF11
Ephemeral 7
NRPW
Non-Jurisdictional
~675 LF
Waters of the US
Wetland M1000
Adjacent
~0.02 ac
Waters of the US
Tributary 7
Perennial RPW
~2190 LF
Wetland II1000Non-JurisdictionalIsolated Wetland~0.31 acWetland I200Non-JurisdictionalIsolated Wetland~0.16 ac
Waters of the US
Wetland Y1000
Abutting
~0.09 ac
Waters of the US
Wetland Y1100
Abutting
~0.04 ac
Waters of the US
Wetland Y1200
Abutting
~0.01 ac
Ephemeral 8
NRPW
Non-Jurisdictional
~685 LF
SF3SF4
Waters of the US
Wetland K1000
Abutting
~2.47 ac
Waters of the USWetland K1100Adjacent Wetland~0.01 acWaters of the US
Wetland K1200
Abutting
~3.9 ac
Waters of the USTributary 8Intermittent RPW~685 LFWaters of the USTributary 7-AIntermittent RPW~100 LF
Waters of the US
Tributary 9
Intermittent RPW
~ LF
Waters of the US
Tributary 10
Intermittent RPW
~1425 LF
Waters of the US
Tributary 7-B
Intermittent RPW
~215 LF
Waters of the US
Tributary 11
Intermittent RPW
~560 LF
Waters of the US
Tributary 12
Intermittent RPW
~600 LF
Waters of the US
Tributary 12-A
Perennial RPW
~250 LF
Waters of the US
Tributary 10
Perennial RPW
~335 LF
Waters of the US
Tributary 7-C
Intermittent RPW
~335 LF
Waters of the USSP1Impoundment~0.02 acWaters of the USSP1Impoundment~0.01 ac
500 ft
Match Line
Match LineMatch LineDF-8
DF-9
DF-12428
301
SF14
Waters of the US
Tributary 9
Perennial RPW
428 SF15
992
~735 LF
-A
-A
First Revision: 12-08-2021 MJSecond Revision: 06-15-2022 MJ
Project Name:
Owner / Developer:
City / County:

Coordinates:
Lat:Long:
Scale: Date:
Tax PIN(s):
100I series
101
102103104
105
106
107
108
109
110 111
112
113114
115
116
117close
200Isolated
201 202 203204
205
206
207
208
209
210
211212
213
214
215close
100I series
101
102
103104
105
106
107
108
109
110 111
112
113114
115
116
117close
200Isolated
201 202 203204
205
206
207208
209
210
211212
213
215close
100I series
101
102
103104
105
106
107
108
109
110 111
112
113114
115
116
117close
200Isolated
201 202 203204
205
206
207208
209
210
211212
213
215close
Albemarle Road
Forestar
Concord / Cabarrus
55158170600000, 55147962500000, 55241713420000, 55241598530000, 55242891230000,
55240543940000
35.248225 -80.607505 graphic 09-18-2021
Figure 2: Approximate Depiction of
Aquatic Resources
- Inset 4
Wetlands
& Waters

N
*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended to
be relied upon for exact location, dimensions, or orientation. All findings and assessments made by
wetland consultants regarding limits of jurisdiction or permitting requirements are subject to
verification by the US Army Corps of Engineers and other appropriate state and local authorities.
Waters of the USTributary 13Perennial RPW~530 LF
Waters of
the US
Tributary 14
Intermittent
RPW
~720 LF
Waters of the US
Tributary 13
Perennial RPW
~802 LF
Waters of the US
Tributary 13-A
Intermittent RPW
~190 LF
SF1
DF3
DF1
DF2
Wetland I100
Non-Jurisdictional
Isolated Wetland
~0.33 ac
Wetland I200
Non-Jurisdictional
Isolated Wetland
~0.16 ac
Wetland II1000
Non-Jurisdictional
Isolated Wetland
~0.31 ac Match LinesMatch Lines
400 ft
Waters of the US
Tributary 13-B
Intermittent RPW
~ LF321
First Revision: 12-08-2021 MJSecond Revision: 06-15-2022 MJ
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

3
1
1
1
0
1
1
1
0
0.5
0
9.5
2
0
1.5
0.5
1
3
8
1
3
0
0
0
0
0
0
0
4
21.5
Forestar Albemarle
CabarrusPI MJ
35.246303
-80.595299
2-19-21
SF-1
✔
Tributary 13-B, Tributary 13-A, Tributary 14
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
2
1
1
0
0
1
1
0
1
0
9
1
0
1
0.5
0.5
0
3
0
3
0
0
0
0
0
1
0.75
4.75
16.75
Forestar Albemarle
CabarrusMJ CH
35.23688
-80.59982
4-7-2021
SF-2
✔
Ephemeral 6
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

1
1
1
1
0
0
0
0
0.5
1.5
0
6
0
0
1.5
0.5
0.5
0
2.5
1
2
0
0
0
0
0
0
0.75
3.75
12.25
Albemarle Forestar
CabarrusTB
35.24431
-80.60244
06-09-21
SF-3
✔
DL
Ephemeral 8
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
2
2
2
0
1
1
1
1
1.5
0
13.5
1
0
1
1
1
3
7
2
2
0
0
0
0.5
0
0
0.75
5.25
25.75
Albemarle Forestar
CabarrusTB
35.24429
-80.60290
06-09-21
SF-4
✔
DL
Determined to be significantly similar to SF-3 during site visit with DWR.
Ephemeral 8
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
0
0
0
1
1
0
0.5
0
6.5
0
0
1
0.5
1
0
2.5
1
3
0
0
0
0
0
0
0
4
13
Forestar Albemarle
CabarrusTB PI CH
35.24807
-80.61890
04/20/21
SF5
4
Ephemeral 1
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

1
1
0
0
1
1
1
0
0
0.5
0
5.5
0
0
1.5
1
0.5
0
3
1
3
0
0
0
0
0
0
0.75
4.75
13.25
Forestar Albemarle
CabarrusTB PI CH
35.24946
-80.61648
04/20/21
SF6
4
Ephemeral 2
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
0
0
1
1
2
0
1
0
9
0
0
1
0.5
1
0
2.5
2
3
0
0
0
0
0
0
0
5
16.5
Albemarle Forestar
CabarrusPI
35.25070
-80.60308
06-08-21
SF-7
✔
DL
Heavy rain within 24 hours
Stream Determination (c
Ephemeral Intermittent 4
Ephemeral 3
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
1
0
1
1
1
0
1
0
9
0
0
1
0.5
1
0
2.5
1
3
0
0
0
0
0
0
0
4
15.5
Albemarle Forestar
CabarrusPI
35.24984
-80.60471
06-08-21
SF-8
✔
DL
Heavy rain within 24 hours
Ephemeral 4
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
1
0
1
1
2
0
1
0
10
0
0
1.5
0.5
0.5
0
2.5
1
3
0
0
0
1
0
0
0
5
17.5
Albemarle Forestar
CabarrusPI
35.24870
-80.60539
06-08-21
SF-9
✔
DL
Heavy rain within 24 hours
Stream Determination (circle one)
Ephemeral Intermittent Perennial ✔
Ephemeral 5
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
0
0
1
0
0
0.5
0.5
0
6
0
0
0.5
0
0.5
0
1
2
3
0
0
0
0
0
0
0.75
5.75
12.75
Albemarle
CabarrusTB
35.239324
-80.605846
05/06/21
SF-10
✔
PI
Ephemeral 7
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
1
1
0
0
0
1
0
0
0
0
5
1
0
1.5
0.5
1
3
7
2
3
0
0
0
0
0
0
0.75
5.75
17.75
Albemarle
CabarrusTB
35.237868
-80.608236
05/06/2021
SF-11
✔
PI
Ephemeral 7
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

3
3
3
3
3
3
3
0
0.5
1.5
3
26
2
0
1.5
1.5
1.5
3
9.5
3
3
2
0
1
1
1
0
NONE
11
46.5
Ablemarle
CabarrusTB
35.24677
-80.60919
09-29-2021
SF12
✔
CH
Tributary 1
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

3
2
2
1
2
1
1
0
0
1.5
0
13.5
1
3
1.5
0.5
1
3
10
3
3
0
0
0
0.5
1
0
0
7.5
31
Albemarle
CabarrusCH
35.254103
-80.613263
09-29-2021
SF13
✔
TB
Tributary 2, Tributary 4, Tributary 5-A
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

3
2
2
3
1
1
1
0
0
1.5
0
14.5
0
0
1
0.5
0.5
0
2
3
3
0
0
0
0
0
0
None
6
22.5
Albemarle
CabarrusCH TB
35.240058
-80.601360
09-29-2021
SF14
✔
Tributary 6, Tributary 7-B, Tributary 7-C, Tributary 8,
Tributary 9, Tributary 10, Tributary 11, Tributary 12
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

3
2
2
3
2
3
1
0
0.5
1
3
20.5
1
0
1.5
1
1
3
7.5
3
3
0
0
0
0
0.5
0
none
6.5
34.5
Albemarle
CabarrusCH TB
35.241332
-80.604708
09-29-2021
SF15
✔
Tributary 7, Tributary 9 (lower reach), Tributary 10 (lower
reach), Tributary 12-A, Tributary 13
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if • 19 or perennial if • 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:

A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong
1a. 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
a 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 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
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:

2
2
1
1
2
2
2
0
0
1
0
13
1
1
1
0.5
0.5
0
4
3
3
0
0
0
0
0
0
0
6
23
Albemarle
CabarrusTB CH
35.252701
-80.607503
09-29-2021
SF16
✔
Tributary 2 (lower reach), Tributary 3, Tributary 5, Tributary 14
Attachment B
Current Plan Set
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
USGS MAP
06/06/20221 OF 28SITEFOR USACE PERMITTING ONLY
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
EXISTING CONDITIONS - SHEET 1 OF 22 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 750'MATCHLINE: SEE SHEET 3 OF 28FOR USACE PERMITTING ONLY06/06/2022
EXISTING CONDITIONS - SHEET 2 OF 2NORTH ORIENTED TONC GRID (NAD 83/2011)ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com3 OF 281" = 750'MATCHLINE: SEE SHEET 2 OF 28FOR USACE PERMITTING ONLY06/06/2022
SCM#A7SCM#B1SCM#B3SCM#B4SCM#B5SCM#B6SCM#B7SCM#B8SCM#B2SCM#B9SCM#A1EXISTINGHOUSEALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
SITE PLAN - SHEET 1 OF 24 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 750'MATCHLINE: SEE SHEET 5 OF 28FOR USACE PERMITTING ONLY06/06/2022
SCM#A5SCM#A2SCM#A4SCM#A8SCM#A9SCM#A3PROP. ROADIMPROVEMENTSSEE INSETSITE PLAN - SHEET 2 OF 2 NORTH ORIENTED TONC GRID (NAD 83/2011)ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com5 OF 281" = 750'MATCHLINE: SEE SHEET 4 OF 28FOR USACE PERMITTING ONLYNORTH ORIENTED TONC GRID (NAD 83/2011)INSET1" = 150'06/06/2022
72" RCP68069068069068069068069072" RCPALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
TRIBUTARY 13 PLAN VIEW6 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R7)(TRIBUTARY 13)(±110 LF / ±0.010 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 103 LF OF 72"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (163 SF / 0.004 AC.)STREAM IMPACT R7-RR06/06/2022
6686706806900+00
1+00
1+5772" RCP102.56 LF @ 1.02%6706806900+00
0+51
TRIBUTARY 13 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com7 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (163 SF / 0.004 AC.)06/06/2022 PROPOSED GRADE(TYP)72" RCPBASE FLOW CULVERT
72
"

R
C
P
TRIBUTARY 14 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com8 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R8)(TRIBUTARY 14)(±111 LF / ±0.005 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 97 LF OF 72"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (78 SF / 0.002 AC.)STREAM IMPACT R8-RR06/06/2022
6706806900+00
1+00
1+5472" RCP96.93 LF @ 3.05%TRIBUTARY 14 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com9 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (78 SF / 0.002 AC.)06/06/2022
60" RCP60" RCPTRIBUTARY 9 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com10 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R3)(TRIBUTARY 9)(±142 LF / ±0.013 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 111 LF OF 60"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):33' (137 SF / 0.003 AC.)STREAM IMPACT R3-RR06/06/2022
6626706800+00
1+00
1+5560" RCP106.59 LF @1.83%6606706800+00
0+25
TRIBUTARY 9 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com11 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):33' (137 SF / 0.003 AC.)PROPOSED GRADE(TYP)60" RCP06/06/2022BASE FLOW CULVERT
60" RCP
TRIBUTARY 10 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com12 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R2)(TRIBUTARY 10)(±97 LF / ±0.006 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 86 LF OF 60"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):33' (85 SF / 0.002 AC.)STREAM IMPACT R2-RR06/06/2022
6736806900+00
1+00
1+4860" RCP86.03
LF

@
4
.78%
TRIBUTARY 10 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com13 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):33' (85 SF / 0.002 AC.)06/06/2022
72" RCPTRIBUTARY 11 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com14 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R1)(TRIBUTARY 11)(±86 LF / ±0.006 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 85 LF OF 72"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (98 SF / 0.002 AC.)STREAM IMPACT R1-RRPROP. PERMANENTWETLAND IMPACT (F2)WETLAND Z1000(±0.03 AC.)PROPERTY LINEPROPERTY LINE06/06/2022
6836907000+00
1+00
1+4572" RCP84.85 LF @ 3.12%ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
TRIBUTARY 11 PROFILE15 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (98 SF / 0.002 AC.)06/06/2022
72" RCP
TRIBUTARY 14 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com16 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R9)(TRIBUTARY 14)(±90 LF / ±0.005 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 89.5 LF OF 72"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (78 SF / 0.002 AC.)STREAM IMPACT R9-RR06/06/2022
6806907000+00
1+00
1+3872" RCP89.49 LF @ 1.99%TRIBUTARY 14 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com17 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):39' (78 SF / 0.002 AC.)06/06/2022
48" RCPTRIBUTARY 6 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com18 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R4)(TRIBUTARY 6)(±85 LF / ±0.013 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 85 LF OF 48"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):26' (52 SF / 0.001 AC.)STREAM IMPACT R4-RR06/06/2022
6376406506600+00
1+00
1+4348" RCP85.00
LF

@
6
.05%
TRIBUTARY 6 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com19 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):26' (52 SF / 0.001 AC.)06/06/2022
84" RCP84" RCP84" RCPTRIBUTARY 7 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com20 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R5)(TRIBUTARY 7)(±100 LF / ±0.006 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)PROP. 99 LF OF 84"RCP CULVERT(BURIED 1')PROP. LENGTH OFDISTURBED AREA (RIP RAP):46' (138 SF / 0.003 AC.)STREAM IMPACT R5-RR06/06/2022
6106206300+00
1+00
1+7384" RCP98.91 LF @ 0.58%6106206300+00
0+49
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
TRIBUTARY 7 PROFILE21 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAINING WALL (TYP)(DESIGNED BY OTHERS)1' MIN. BURY DEPTH(TYP)PROP. LENGTH OFDISTURBED AREA (RIP RAP):46' (138 SF / 0.003 AC.)PROPOSED GRADE(TYP)84" RCP06/06/2022BASE FLOW CULVERT
48" RCP
TRIBUTARY 1 PLAN VIEW
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com22 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. PERMANENTSTREAM IMPACT (R6)(TRIBUTARY 1)(±90 LF / ±0.030 AC.)PROP. RETAINING WALL (TYP)(DESIGNED BY OTHERS)(3) 15'-4" X 9'-3"RCP CULVERT06/06/2022 PROP. LENGTH OFDISTURBED AREA (RIP RAP):30' (450 SF / 0.001 AC.)STREAM IMPACT R6-RRPROP. FLOODPLAINOVERFLOW PIPE
6056106206300+00
1+00
1+64
6106206300+00
1+00
1+3948" RCP138.57 LF @ 1.52%TRIBUTARY 1 PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com23 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)PROPOSED RETAININGWALL (TYP)(DESIGNED BY OTHERS)THREE 15'-4" X 9'-3"RCP CULVERT06/06/2022PROP. LENGTH OFDISTURBED AREA(RIP RAP):30' (450 SF / 0.001 AC.)PROPOSED GRADE(TYP)PROP. FLOODPLAINOVERFLOW PIPE
6056106206300+00
1+00
2+00
2+28
TRIBUTARY 1 SECTION
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com24 OF 281" = 4'FOR USACE PERMITTING ONLYPROPOSED GRADE(TYP)THREE 15'-4" X 9'-3"RCP CULVERT06/06/2022PROP. FLOODPLAINOVERFLOW PIPE
6806907000+00
1+00
2+00
2+60
697.9686.83
697.0
687.04
697.0
693.58
697.2
696.74
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
WETLAND I2 IMPACT PROFILE25 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. GRADE06/06/2022
6856907000+00
1+00
2+00
2+40
698.7689.32
699.4
689.92
699.0
691.35
698.8
WETLAND I3 IMPACT PROFILE
ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com26 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 40'FOR USACE PERMITTING ONLYPROP. GRADE06/06/2022
SCM#A1SCM#A7SCM#B1SCM#B2SCM#B3SCM#B4SCM#B5SCM#B6SCM#B7SCM#B8SCM#B9ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com
SEWER PLAN - SHEET 1 OF 227 OF 28NORTH ORIENTED TONC GRID (NAD 83/2011)1" = 750'MATCHLINE: SEE SHEET 28 OF 28FOR USACE PERMITTING ONLYPROPOSED SEWER SYSTEM(TYP.)06/06/2022
SCM#A2SCM#A3SCM#A4SCM#A8SCM#A9SCM#A5SEWER PLAN - SHEET 2 OF 2NORTH ORIENTED TONC GRID (NAD 83/2011)ALBEMARLE ROAD SITE
PUBLIC NOTICE PLANS
MIDLAND, NORTH CAROLINA
PROJECT NUMBER:
DATE: 12/14/2021
SCALE:
DRAWN BY/CHK BY: AMP / DEB
IW16.400
AS NOTED
FORESTAR USA REAL ESTATE GROUP, INC
ESP Associates. Inc.
Suite D
Cornelius, NC 28031
1-800-960-7317
NC License F-1407
20484 Chartwell Center Dr.
www.espassociates.com28 OF 281" = 750'MATCHLINE: SEE SHEET 27 OF 28FOR USACE PERMITTING ONLYPROPOSED SEWER SYSTEM(TYP.)06/06/2022
Attachment C
Public Notice and Impact Inventory
Version 5.12.2022 Page 1

PUBLIC NOTICE

Issue Date: July 14, 2022
Comment Deadline: August 12, 2022
Corps Action ID Number: SAW-2021-01521

The Wilmington District, Corps of Engineers (Corps) received an application from
Forestar Group, Incorporated seeking Department of the Army authorization to
discharge fill material into waters of the United States associated with the Albemarle
Road Project in Cabarrus County, North Carolina.

Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at:
https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Public-Notices/

Applicant: Forestar Group, Incorporated
Attn: Robert C. Price
481 Munn Road E. Suite 150
Fort Mill, South Carolina 29715
[e-mail]

AGENT (if applicable): Wetlands & Waters, Incorporated
Attn: Meagan Jolly
328 East Broad Street, Suite D
Statesville, North Carolina 28677
[e-mail]

Authority

The Corps evaluates this application and decides whether to issue, conditionally issue,
or deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:

Section 404 of the Clean Water Act (33 U.S.C. 1344)

Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)

Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413)

US Army Corps
Of Engineers
Wilmington District

Version 5.12.2022 Page 2

Location

Location Description: The project site is located south of the intersection of Morrison
Road and Lower Rocky River Road, near the Town of Midland in Cabarrus County, NC.

Project Area (acres): Approximately 637 acres Nearest Town: Midland
Nearest Waterway: Caldwell Creek River Basin: Yadkin 03040105
Latitude and Longitude: 35.248225 N ‐80.607505 W

Existing Site Conditions

The project site consists of open fields, forested areas, and areas transitioning to early
and mid-successional growth. The site is currently vacant. Open areas are maintained
in agricultural pastureland and hayfields. Cabarrus County is located in the Piedmont
physiographic province. The landscape is generally characterized by flat to moderately
steep landscapes. The project area is characterized by flat to steep landscapes.
Dominant soils (Cullen clay loam) are characterized by 2 to 8 percent slopes,
moderately eroded.

The FEMA FIRMs mapping identifies portions of the project area as occurring within the
100-year floodplain. An aquatic resources delineation was completed within the project
area. Subsequently, a request for an Approved Jurisdictional Determination (AJD) was
submitted to the U.S. Army Corps of Engineers (USACE). The aquatic resources
delineation was field verified by USACE on September 29, 2021. Waters of the US
located on the property include approximately 27,145 linear feet of stream channel,
49.39 acres of wetlands, and 3.11 acres of open waters. Other waters on site that are
not considered Waters of the US include approximately 0.938 acres of isolated wetlands
and 0.242 acres of ponds. The site is located in the Yadkin Pee Dee River Basin.
Project area waters drain to Caldwell Creek, a named tributary within the 03040105
United States Geological Survey (USGS) Hydrologic Unit Code (HUC).

Applicant’s Stated Purpose

The applicant provided the following purpose statement:

“The basic project purpose is to develop residential housing for the Town of Midland
submarket.

The overall project purpose is to develop residential housing to meet current and future
demand in the Town of Midland submarket.”

Project Description

The proposed project consists of a cluster-style development of a single-family
residential detached community comprised of both Traditional development and Active
Adult development types. Proposed impacts to Waters of the US associated with the
Version 5.12.2022 Page 3

project include the permanent impact to 0.57 acres of wetlands and 1,235 lf of stream
channel and the temporary impact to 0.43 acres of wetlands and 510 lf of stream
channel. In detail, the proposed project consists of 1,216 single-family residences. The
western portion of the proposed development consists of Traditional development, while
the eastern portion consists of Active Adult development. An additional detached estate
lot development is depicted west of Howell Center Drive. The proposed development
includes appurtenant infrastructure such as internal circulation roads, amenities,
stormwater control measures, and sanitary sewer. Amenities include (but are not limited
to) a traditional amenity area, an Active Adult amenity area, pocket parks, and natural
trails. Approximately 173.94 acres (25%) of open space (both active and passive) is
proposed. Entrances to the development would be constructed off of Pioneer Mill Road,
Morrison Road, Lower Rocky River Road, and Albemarle Road.

An 80-foot landscape buffer would be provided along project frontage on existing public
roads (Lower Rocky River Road, Morrison Road, Pioneer Mill Road, and Albemarle
Road). In numerous areas of the project, open space and undisturbed areas are
combined with perimeter buffers to increase the contiguous acreage of preserved areas.

The project would be designed to Phase II stormwater standards, subject to review and
approval by the State of North Carolina Division of Water Quality. While the stormwater
plan has not been finalized, it is anticipated that 17 stormwater control measures would
be required to satisfy the stormwater management needs of the site. Basins used for
the sediment and erosion control plan would be converted to approved stormwater
basins to ensure continuity of protection of surface waters. The project would be served
by public water and sewer provided by the City of Concord.

Construction of the proposed project would require permanent and temporary impacts
to Waters of the U.S. and Waters of the State to establish access to high-ground
developable area, to grade and balance the site so that practicable development can
occur, to construct residential units, and to establish sanitary sewer infrastructure within
interior portions of the development and connect to existing sanitary sewer
infrastructure to serve the development.

Avoidance and Minimization

The applicant provided the following information in support of efforts to avoid and/or
minimize impacts to the aquatic environment:

The applicant’s preferred alternative is the result of multiple site redesigns that
consecutively reduced proposed impacts through site design and construction
techniques. Avoidance and minimization efforts are detailed below.

Site Design
The proposed project is the result of three site redesigns that successfully reduced net
permanent impacts with each consecutive redesign. With the current site plan, the
number of single-family residences was reduced by 94 lots, and dwelling units per acre
Version 5.12.2022 Page 4

(DUA) was reduced from 1.9 DUA to an average of 1.75 DUA. From the first site design
to the current site design, proposed permanent impacts to streams were reduced by
6,314 linear feet and proposed permanent impacts to wetlands were reduced by 7.06
acres.

The PRD District zoning enables the applicant to construct the overall development in
clusters, where the active area of disturbance is minimized to only the phase being
currently constructed to completion, therefore minimizing the potential for downstream
impacts to aquatic resources. The site design incorporates approximately 173.94 acres
(25%) of open space, which is in excess of the 10% open space requirement by Town
of Midland. Incorporating open space in excess of the requirement is a result of
observing stream buffers and avoiding jurisdictional aquatic features. Designing the
project to incorporate open space beyond the minimum necessary further minimizes
potential impacts to the aquatic environment by minimizing disturbed areas and
preserving habitat.

ADA-accessible sidewalks are required per Town of Midland development standards
and zoning specifications, therefore impacts associated with the implementation of
sidewalks at road crossings are unavoidable but have been minimized to the maximum
extent practicable. The site plan has been designed with the minimum number of road
crossings necessary to achieve the project purpose.

Retaining walls have been incorporated around the perimeter of residential lot
development in stream buffer and floodplain areas to minimize impacts to the riparian
buffer, regulatory floodplain, and high-quality wetlands in these areas.

Stormwater outfalls will be designed to discharge as far upgradient as is practicable at
the top of tributaries to avoid dewatering of the channels and to avoid the potential loss
of groundwater discharge as a result of development upslope. Stormwater Control
Measure (SCM) outfalls will be designed to minimize flow velocities for storms that
exceed the 50-year storm event through a combination of increased cross-sectional
area with large riprap dissipator pads.

Streets and Road Crossings
Streets within the Extraterritorial Zoning Jurisdiction that will be maintained by the Town
of Midland upon annexation of the completed development areas must be constructed
to Town of Midland Technical Standards and Specifications Manual and the Town of
Midland Development Ordinance. These standards directed street layouts, crossing
designs, and the overall development design.

Compensatory Mitigation

The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment:

Version 5.12.2022 Page 5

The applicant proposes to compensate for 911 linear feet of permanent streambed loss
due to fill for road construction at a 2:1 mitigation ratio, 1 acre of 404 riparian wetland
loss and permanent conversion of forested wetlands at a 2:1 mitigation ratio, and 0.8
acre of non-404 basin wetland loss at a 2:1 mitigation ratio. A credit search of the Army
Corps of Engineers RIBITS system returned with partial credit availability at the private
commercial Upper Rocky Umbrella Mitigation Bank, which is in the same Hydraulic Unit
Code (HUC) as the proposed project and in the Primary Service Area. If no additional
credit releases from private mitigation banks within the Primary Service Area are
available at the time a 404/401 permit is acquired, the applicant proposes to utilize the
In-Lieu Fee (ILF) program for the remaining credit need.

The project proponent proposes a 10-year permit authorization to allow for flexibility to
respond to market conditions over a build-out period of 10 years. The project proponent
proposes phased mitigation.

Essential Fish Habitat

The project area occurs in the inland county of Cabarrus County, North Carolina, and
therefore contains no Essential Fisheries Habitat. No adverse impacts to Essential Fish
Habitat will result from the proposed project

Cultural Resources

Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C
of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix
C, the District Engineer consulted district files and records and the latest published
version of the National Register of Historic Places and initially determines that:

Should historic properties, or properties eligible for inclusion in the National
Register, be present within the Corps’ permit area; the proposed activity requiring
the DA permit (the undertaking) is a type of activity that will have no potential to
cause an effect to historic properties.

No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps’ permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).

Properties ineligible for inclusion in the National Register are present within the
Corps’ permit area; there will be no historic properties affected by the proposed
work. The Corps subsequently requests concurrence from the SHPO (or THPO).

Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps’ permit area; however, the undertaking will have no
adverse effect on these historic properties. The Corps subsequently requests
concurrence from the SHPO (or THPO).
Version 5.12.2022 Page 6

Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps’ permit area; moreover, the undertaking may have an
effect on these historic properties. The Corps subsequently initiates consultation
with the SHPO (or THPO).

The proposed work takes place in an area known to have the potential for the
presence of prehistoric and historic cultural resources; however, the area has not
been formally surveyed for the presence of cultural resources. No sites eligible
for inclusion in the National Register of Historic Places are known to be present
in the vicinity of the proposed work. Additional work may be necessary to identify
and assess any historic or prehistoric resources that may be present.

The District Engineer’s final eligibility and effect determination will be based upon
coordination with the SHPO and/or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking’s potential direct and indirect effects on
historic properties within the Corps-indentified permit area.

Endangered Species

Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:

The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.

The Corps determines that the proposed project may affect federally listed
endangered or threatened species or their formally designated critical habitat.

By copy of this public notice, the Corps initiates consultation under Section 7
of the ESA and will not make a permit decision until the consultation process is
complete.

The Corps will consult under Section 7 of the ESA and will not make a permit
decision until the consultation process is complete.

The Corps has initiated consultation under Section 7 of the ESA and will not
make a permit decision until the consultation process is complete.

The Corps determines that the proposed project may affect federally listed
endangered or threatened species or their formally designated critical habitat.
Consultation has been completed for this type of activity and the effects of the
proposed activity have been evaluated and/or authorized by the National Marine
Fisheries Service (NMFS) in the South Atlantic Regional Biological Opinion or its
associated documents, including 7(a)(2) & 7(d) analyses and Critical Habitat
assessments. A copy of this public notice will be sent to the NMFS.
Version 5.12.2022 Page 7

The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps will
make a final determination on the effects of the proposed project upon additional
review of the project and completion of any necessary biological assessment
and/or consultation with the U.S. Fish and Wildlife Service and/or National
Marine Fisheries Service.

Other Required Authorizations

The Corps forwards this notice and all applicable application materials to the
appropriate State agencies for review.

North Carolina Division of Water Resources (NCDWR):

The Corps will generally not make a final permit decision until the NCDWR issues,
denies, or waives the state Certification as required by Section 401 of the Clean Water
Act (PL 92-500). The receipt of the application and this public notice, combined with the
appropriate application fee, at the NCDWR Central Office in Raleigh constitutes initial
receipt of an application for a 401 Certification. Unless NCDWR is granted a time review
extension, a waiver will be deemed to occur if the NCDWR fails to act on this request for
certification within 120 days of the date of this public notice. Additional information
regarding the 401 Certification may be reviewed at the NCDWR Central Office,
401 and Buffer Permitting Unit, 512 North Salisbury Street, Raleigh, North Carolina
27604-2260. All persons desiring to make comments regarding the application for a 401
Certification should do so, in writing, by August 12, 2022, to:

NCDWR Central Office
Attention: Mr. Paul Wojowski, 401 and Buffer Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-
1617

Or,

(Physical address): 512 North Salisbury Street, Raleigh, North Carolina
27604

North Carolina Division of Coastal Management (NCDCM):

Based upon all available information, the Corps determines that this application for a
Department of Army (DA) permit does not involve an activity which would affect the
coastal zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C.
§ 1453).

Version 5.12.2022 Page 8

Evaluation

The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative
effects thereof; among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, historic properties, fish and wildlife values, flood
hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation,
water quality, energy needs, safety, food and fiber production, mineral needs,
considerations of property ownership, and, in general, the needs and welfare of the
people. For activities involving the discharge of dredged or fill materials in waters of the
United States, the evaluation of the impact of the activity on the public interest will
include application of the Environmental Protection Agency’s 404(b)(1) guidelines.

Commenting Information

The Corps of Engineers is soliciting comments from the public; Federal, State, and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and
evaluate the impacts of this proposed activity. Any comments received will be
considered by the Corps of Engineers to determine whether to issue, modify, condition,
or deny a permit for this proposal. To make this decision, comments are used to assess
impacts on endangered species, historic properties, water quality, general
environmental effects and the other public interest factors listed above. Comments are
used in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA).
Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.

Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing will be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.

The Corps of Engineers, Wilmington District will receive written comments pertinent
to the proposed work, as outlined above, until 5pm, August 12, 2022. Comments
should be submitted to Ms. Crystal Amschler, Asheville Regulatory Field Office,
151 Patton Avenue, Room 208, Asheville, North Carolina 28801-5006, at
[phone], extension 4231. Comments may also be submitted to
[e-mail]

Version 6.15.2017 Page 6

Table 3: Proposed Wetland Impacts
Wetland Impacts

Wetland
Impact
Number –
Permanent
(P) or
Temporary
(T)
Type of Impact Type of
Wetland
Forested? Type of
Jurisdiction
(Corps – 404,
10; DWR –
Non-404,
other)
Area of
Impact
(Acres)
F1 (P) Fill (Culvert) Freshwater
Forested
Yes 404 0.04
F2 (P) Fill (Culvert) Headwater Yes 404 0.03
F3 (P) Fill (Road) Freshwater
Forested
Yes 404 0.5
I1 (P) Fill (Grading) Basin Yes Non-404 0.31
I2 (P) Fill (Grading) Basin Yes Non-404 0.16
I3 (P) Fill (Grading) Basin Yes Non-404 0.33
SSW-1 (T) Excavation (Utility Easement -
Sanitary Sewer)
Freshwater
Forested
Yes 404 0.16
SSW-2 (T) Excavation (Utility Easement -
Sanitary Sewer)
Freshwater
Forested
Yes 404 0.12
SSW-3(T) Excavation (Utility Easement -
Sanitary Sewer)
Freshwater
Forested
Yes 404 0.15
Total Wetland Impacts (Temporary and Permanent) 1.8 acres

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Table 4: Proposed Stream Impacts
Stream Impacts
Stream Impact
Number –
Permanent (P)
or Temporary
(T)
Type of
Impact
Stream
Name
Perennial
(PER) or
Intermittent
(INT)
Type of
Jurisdiction
(Corps –
404,10
DWR – Non-
404, other)
Average
Stream
Width
(Feet)
Impact
Length
(Linear
Feet)
Acres
of
Impact
R1 (P) Culvert Tributary 11 INT 404 2.5 86 0.006
R2 (P) Culvert Tributary 10 INT 404 2.5 97 0.006
R3 (P) Culvert Tributary 9 INT 404 4 142 0.013
R4 (P) Culvert Tributary 6 INT 404 6 85 0.013
R5 (P) Culvert Tributary 7 PER 404 3 100 0.006
R6 (P) Culvert Tributary 1 PER 404 15 90 0.03
R7 (P) Culvert Tributary 13 PER 404 4 110 0.01
R8 (P) Culvert Tributary 14 INT 404 2 111 0.005
R9 (P) Culvert Tributary 14 INT 404 2 90 0.005
R1-RR (P) Energy
Dissipator
(Riprap)
Tributary 11 INT 404 2.5 39 0.002
R2-RR (P) Energy
Dissipator
(Riprap)
Tributary 10 INT 404 2.5 33 0.002
R3-RR (P) Energy
Dissipator
(Riprap)
Tributary 9 INT 404 4 33 0.003
R4-RR (P) Energy
Dissipator
(Riprap)
Tributary 6 INT

404 6 26 0.001
R5-RR (P) Energy
Dissipator
(Riprap)
Tributary 7 PER 404 3 46 0.003
R6-RR (P) Energy
Dissipator
(Riprap)
Tributary 1 PER 404 15 30 0.01
R7-RR (P) Energy
Dissipator
(Riprap)
Tributary 13 PER 404 4 39 0.004
R8-RR (P) Energy
Dissipator
(Riprap)
Tributary 14 INT 404 2 39 0.002
R9-RR (P) Energy
Dissipator
(Riprap)
Tributary 14 INT 404 2 39 0.002
SS-1 (T) Utility
Easement
(Sanitary
Sewer)
Tributary 1 PER 404 15 30 0.01
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SS-2 (T) Utility
Easement
(Sanitary
Sewer)
Tributary 1 PER 404 15 30 0.01
SS-3 (T) Utility
Easement
(Sanitary
Sewer)
Tributary 1 PER 404 15 30 0.01
SS-4 (T) Utility
Easement
(Sanitary
Sewer)
Tributary 1 PER 404 15 30 0.01
SS-5 (T) Utility
Easement
(Sanitary
Sewer)
Tributary 7 PER 404 3 30 0.002
R1-T (T) Dewatering Tributary 11 INT 404 2.5 40 0.002
R2-T (T) Dewatering Tributary 10 INT 404 2.5 40 0.002
R3-T (T) Dewatering Tributary 9 INT 404 4 40 0.004
R4-T (T) Dewatering Tributary 6 INT 404 6 40 0.005
R5-T (T) Dewatering Tributary 7 PER 404 3 40 0.003
R6-T (T) Dewatering Tributary 1 PER 404 15 40 0.013
R7-T (T) Dewatering Tributary 13 PER 404 4 40 0.004
R8-T (T) Dewatering Tributary 14 INT 404 2 40 0.002
R9-T (T) Dewatering Tributary 14 INT 404 2 40 0.001
Total Stream/Tributary Impacts
(Temporary and Permanent)
1,745
Linear
Feet
0.201
Acres