20161175 Ver 3_SAW-2019-01278permitverification1x_20190911

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2019-01278 County: Chatham U.S.G.S. Quad:
Pittsboro
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chatham Park Investors, LLC
Tim Smith
Address: 100 Weston Estates Wav
Carv, North Carolina 27513
Telephone Number: 919-481-3000
E-mail: tim(dorestondev.com
Size (acres) 101 acres (approximately) Nearest Town Pittsboro
Nearest Waterway Roberson Creek River Basin Haw River
USGS HUC 03030002 Coordinates Latitude: 35.723139
Longitude: -79.160737
Location description: The proiect site is located approximately 400 feet northwest of the Thompson Street, Juleann
Street intersection near Pittsboro. Chatham Countv North Carolina. The Droiect is identified as the Chatham Park,
Section 5.1, Thompson Street Subdivision.
Description of projects area and activity: This verification authorizes the temporary and permanent impacts to tributar
streams associated with the construction of a residential subdivision as follows: Roadwav Crossing #1: (Impact #S2)
23 linear feet of permanent impact for the installation/extension of an aluminum box culvert, (Impact #S3) 7 linear
feet of permanent impact for the installation/extension of an aluminum box culvert, impacts include replacement of an
existing 4' x 4' concrete box culvert with a 54 linear foot #61 L2 Aluminum Box Culvert; (Impact #S4) 55 linear feet of
permanent impacts for a rip rap velocitv dissipation pad, (Impact S1) 29 linear feet of temporary impacts for
construction access/dewatering and (impact S5) 7 linear feet of temporary impacts for a storm easement. Utilitv
Crossing #1: (Impact #S6) 22 linear feet of temporary fill for the installation of a waterline crossing; Utilitv Crossing
#2: (Impact #S7) 21 linear feet of temporary fill for the installation of a sewerline crossing; Utilitv Crossing #3:
(Impact #S8) 22 linear feet of temporary fill for the installation of a sewerline crossing.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
enclosed
Conditions, your application signed and dated 3/23/2019, and the enclosed plans labelled Thompson Street SD Impact
Maps and Thompson Street Widening Impact Maps received on March 23, 2019. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order,
a Class I administrative penalty, and/or appropriate legal action.
Special Condition:
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with
the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.
Remarks:
Currently, the U.S. Army Corps of Engineers still consider Chatham Park as a single and complete non-linear project. The
term single and complete non-linear project is defined in the January 6, 2017 Federal Register, 33 CFR, Chapter II, Issuance

and Reissuance of Nationwide Permits; Final Rule and states, that it is the total project proposed or accomplished by one
owner/developer or partnership or other association of owners/developers. A single and complete project must have
independent utility. Independent utility is also defined in the 2017 Nationwide Permit rules. A project is considered to have
independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi -
phased project that depend upon other phases of the project do not have independent utility. As such, the Corps of Engineers
considers the proposed Chatham Park, Section 5. 1, Thompson Street Subdivision, as a component of the larger project,
Chatham Park. While we have requested additional plans, including proposed impacts to jurisdictional waters, for the entire
Chatham Park development, you have not provided those to date.
The use of more than one Nationwide Permit (NWP) for a single and complete project is prohibited, except when the acreage
loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest
specific acreage limit. The threshold limits of the applicable NWPs are 0.5 acre of non -tidal waters, including the loss of no
more than 300 linear feet of stream bed, unless the district engineer waives the 300 linear foot limit for intermittent and
ephemeral stream beds by making a written determination concluding that the discharge will result in minimal adverse
effects. Based on the information that has been submitted to date, impacts associated with the following three (4) projects:
SAW -2015-01520 (Freedom Parkway), SAW -2013-02291 (Bojangles Sanitary Sewer), SAW -2016-02486 (Chatham Park
Way, Phase 1) and SAW -2019-01278 (Chatham Park, Section 5. 1, Thompson Street Subdivision) are located within the
Chatham Park PDD boundaries. Cumulatively, the total permanent impacts resulting in a loss of waters, do not exceed the
threshold limits of the applicable NWPs.
Corps Action ID
Applicable
Permanent
Permanent
Temporary
Permanent
Temporary
NWP #
Stream
Stream
Stream
Wetland
Wetland
Impacts with
Impacts
Impacts
Impacts
Impacts
loss of water
without loss
(linear feet)
(acres)
(acre)
(linear feet)
of water
(linear feet)
SAW -2013-00291
12
43
SAW -2015-01520
39
124
25
19
0.003
SAW -2016-02486
18
0.04
0.06
SAW -2016-02486
29
136
20
0.01
0.01
SAW -2019-01278
29
30
55
101
Totals
290
80
183
0.05
0.073
However, when either of these threshold limits (linear feet and/or acreage) is exceeded by subsequent projects within the
boundary of Chatham Park (including but not limited to the three (3) projects listed above), an Individual Department of the
Army permit may be required for all subsequent proposed work.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all
requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is
modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities
which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit,
will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify,
suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act
(CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252)
808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at 919-554-4884 ex. 26 or andrew.e.williams2(dusace.armv.mil.

Corps Regulatory Official:
Expiration Date of Verification: 3/18/2022
Date: 2019.07.17
17:39:23 -04'00' Date: 07/17/2019
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 the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/Vp=136:4:0
Copy furnished:
Bob Zarzecki
Soils and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614

Action ID Number: SAW -2019-01278 County: Chatham
Permittee: Chatham Park Investors, LLC, Tim Smith
Project Name: Chatham Park, Section 5.1, Thompson Street Subdivision
Date Verification Issued: 07/17/2019
Project Manager: Andrew Williams
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Andrew Williams
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
andrew.e.williams2@us ace. army. mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army
Corps of Engineers representative. Failure to comply with any terms or conditions of this
authorization may result in the Corps suspending, modifying or revoking the authorization and/or
issuing a Class I administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date

I I / /
SHEET A
IMPACTS 1, 2, 3, 4 & 5
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- -
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A
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30 1 179
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SHEET A
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t: 919.469.3340 I license #: C-0832 I w—withersravenel.com
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WETLAND & STREAM OVERALL IMPACTS Ipp Engineers I Planners I Surveyors WS
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t: 919.469.3340 I license #: C-0832 I w—withersravenel.com

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CRITICAL POINTS
NOTES:
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
'Horizontal staple spacing should be
altered if necessary to allow staples to
..
secure therhe charme!
A A
surface.
�B �C
In loose soil conditions, thee use of staple
ors
or stake lengths greater than 6"(15cm) may
10"
be necessary to properly secure the
(0)
RECP's.
Drawing Not To Scale
0
NORTH
AMERICANThe
GREEN
Disclaimer:
information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
5401 St. N'cndcl - Q nrhiana Rd. PI1. 8()0-722-21140
20"(0.5m)
-.,.14
Pos­'i11c. IN 47633 ""rr. rgrccn.com
the up-slope portion of the trench.
Drawn 17
2"-5"
nrr_Grr �A
0.7 Staples per SQ.YD.
1.7 Staples per BO YD
2"-5" 2,r_5"
12.5cm) (5-12.5cm) I -
(0.9m) I
I I
1.6' 0.) I
3.3'
1 c1m) I
1.15 Staples per SQ.YD
2"_5" 2"-5"
.12.5cm) (5-12.5c.
r
4' (0.6m)
(1.2m) I O O I
20"(0.5m)
O
3.3' I
o O 11'
I I
O O O
3.4 Staples per BO YD.
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN consult an independent professional for further design guidance.
St.Wendel- Cynthiana Rd. PH: 800-722-211411
rville, IN 47633 www..agrecn.ator Drawn on: 5-4-17
CHANNEL
INSTALLATION
DETAIL
1. Prepare soil before installing milled
;.; IF
2"-5"
including any necessary
(5-12.5c
nc!udmg a er__ ary �piirafnn, of
a''•�••.^
r
10"
lime, fertilizer, and seed
(0)
(zsem)
2. Begin at the top of the channel by
0
6"(15cm) deep X 6"(15cm) wide
1 1
trench with approximately 12"
20"(0.5m)
deep.'
6"(15cm) wide trench with
1_20"(0
O O
the up-slope portion of the trench.
10"(25cm)
Anchor the RECPs with a row of3
O Y?3'
extended beyond the up-slope portion
�3 z
(30cm) apart in the bottom of the
O O O(1m)O
trench. Backfill and compact the
3.75 Staples per SQ.YD.
channel/culvert outlet as supplemental
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN consult an independent professional for further design guidance.
St.Wendel- Cynthiana Rd. PH: 800-722-211411
rville, IN 47633 www..agrecn.ator Drawn on: 5-4-17
CHANNEL
INSTALLATION
DETAIL
1. Prepare soil before installing milled
;.; IF
e control products (RECPs),
including any necessary
': ':• ;. ' • • . .
nc!udmg a er__ ary �piirafnn, of
a''•�••.^
LINING
seed.
lime, fertilizer, and seed
2. Begin at the top of the slope by
o
2. Begin at the top of the channel by
-
6"(15cm) deep X 6"(15cm) wide
anchoring the RECPs in a 6"(15cm)
trench with approximately 12"
CROSSING (SHEET 1.0)
deep.'
6"(15cm) wide trench with
v `n
the up-slope portion of the trench.
approximately 12"(30cm) of RECPs
Anchor the RECPs with a row of3
v
extended beyond the up-slope portion
�3 z
(30cm) apart in the bottom of the
of the trench. Use ShonsMax mat at the
trench. Backfill and compact the
IMPACT 3: SEWER CROSSING
channel/culvert outlet as supplemental
the compacted soil and fold the
scour protection as needed. Anchor the
remaining 12"(30cm) portion of
3B
RECPs with a row of staples/stakes
compacted soil. Secure RECPs
approximately 12"(30cm) apart in the
over compacted soil with a row
bottom of the trench. Backfill and
Of staples/stakes spaced
ompact the trench after stapling. Apply
approximately 12"(30cm) apart
seed to the compacted soil and fold the
across the width of the RECPs.
remaining 12"(30cm) portion of RECPs
3. Roll the RECPs (A) down or (B)
back over the seed and compacted soil.
prow
horizontally across the slope.
soil
with, a of staples/stakes spaced
RECPs will unroll with appropriate
approximately 12" apart across the
side against the soil surface. All
width of the RECPs.
RECPs must be securely fastened
3. Roll center RECPs in direction of water
to soil surface by placing
flow in bottom of channel. RECPs will
staples/stakes in appropriate
unroll with appropriate side against the
locations as shown in the staple
soil surface. All RECPs must be
pattern guide.
securely fastened to soil surface by
4. The edges of parallel RECPs must
placing Stin appropriate
be stapled with approximately 2" -
locations ass shown in in the
the staple pattern
5" (5-12.5cm) overlap depending
guide.
on the RECPs type.
4. Place consecutive RECPs ender -end
5. Consecutive RECPs spliced down
(Shingle style) with a 4"£" overlap. Use
the slope must be end over end
a double now of staples staggered 4"
(Shingle style) with an approximate
apart and 4" on center to secure
3"(7.5cm) overlap. Staple through
RE Pe
overlapped area, approximately
engfit edge of RECPs a1 top as
12"(30cm) apart across entire
slopes must be anchored with a raw of
RECPs width.
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6. Adjacent RECPS must be overlapped
I
approximately 2"-5" (5-12.5cm)
(,Depending on RECPs tvoe) and
stapled.
Tin high Flow channel applications a
staple check slot is recommended at 30
- -
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
6. The terminal and of the RECPs must be
Drawing Not To Scale
anchorea with a raw m stapies/stakes
a roximatel 12" 30cm)
0cm ape
art in a
NORTH
s (15cm) deep x 6"(15cm) wide trench.
AMERICAN
Backfill and compact the trench after
GREEN
[5401
stapling.
St. Wendel -Cynthiana Rd. PH: 800-772-2040
yville, IN 47633 www.nagreen.com
STAPLE
PATTERN GUIDE
0 4:1 Slopes (A)
3:1 Slopes (B)
2:1 Slopes (C)
0 1:1 & Steeper Slopes (D)
0 Medium/High Flow Channel (D)
E) High Flow Channel And
Shoreline (E)
NOTES:
Use ECMDS0 for more accurate
staple pattern selection.
Drawing Not To Scale
Disclaimer:
The information presented herein is general design information only. Forspecific applications,
consult an independent professional for further design guidance.
Drawn on: 5-4-17
SLOPE
INSTALLATIONO
DETAIL I C
1. Prepare soil before installing rolled
erosion control products (RECPs),
RECOMMENDED
including any necessary
application of lime, fertilizer, and
LINING
seed.
2. Begin at the top of the slope by
o
anchoring the RECPs in a
-
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
CROSSING (SHEET 1.0)
(30cm) of RECPs extended beyond
v `n
the up-slope portion of the trench.
C: �, N
Anchor the RECPs with a row of3
v
staples/stakes approximately 12"
�3 z
(30cm) apart in the bottom of the
`� �' 3
trench. Backfill and compact the
IMPACT 3: SEWER CROSSING
trench after stapling. Apply seed to
the compacted soil and fold the
L/)' o
remaining 12"(30cm) portion of
L a o
RECPs back over the seed and
compacted soil. Secure RECPs
L Y
over compacted soil with a row
J.J
Of staples/stakes spaced
.m N o
approximately 12"(30cm) apart
i w M
across the width of the RECPs.
3. Roll the RECPs (A) down or (B)
horizontally across the slope.
`�
RECPs will unroll with appropriate
,M rn
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4. The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
J
5. Consecutive RECPs spliced down
the slope must be end over end
Q
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
LLl
overlapped area, approximately
Q
12"(30cm) apart across entire
RECPs width.
1n
In loose soil conditions the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECPs.
STREAM CROSSING DATA
CALC. SHEAR
RECOMMENDED
LINING PERMISSIBLE
STRESS, Ibs/ft2
LINING
SHEAR STRESS, Ibs/ft2
MATERIAL
IMPACT 1: WATERLINE
3.2 (UNVEGETATED)
CROSSING (SHEET 1.0)
4.24
VMAX C350
12.0 (VEGETATED)
IMPACT 2: SEWER CROSSING
3.0 (UNVEGETATED)
(NORTH) (SHEET 2.0)
0.60
ERONET P300
8.0 (VEGETATED)
IMPACT 3: SEWER CROSSING
3.0 (UNVEGETATED)
(SOUTH) (SHEET 3.0)
2.29
ERONET P300
8.0 (VEGETATED)
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ANGLE: TO BE APPROVED
BY ENGINEER.

SAW -2019-01278
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Tim Smith Chatham Park Investors, LLC
File Number: SAW -2019-01278
Date: July 17, 2019
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps 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 final
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 it to the district engineer for final
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.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined 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.
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 appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD 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.

SAW -2019-01278
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Andrew Williams
CESAD-PDO
3331 Heritiage Trade Drive, Suite 105
U.S. Army Corps of Engineers, South Atlantic Division
Wake Forest, North Carolina 27587
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investiations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Andrew Williams, 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. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]