20041488 Ver 9_USACE Permit_20220510

Strickland, Bev
From: Hopper, Christopher D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Tuesday, May 10, 2022 10:12 AM
To: Jon Holtvedt; Camden Brunick; Deborah Shirley
Cc: [e-mail]; Kim Browning; Dailey, Samantha J CIV USARMY CESAW (USA); Cohn,
Colleen M
Subject: [External] SAW-2021-02303 / Winston Pointe Subdivision / DR Horton - Terramor LLC
/ Winston Road / Clayton / Johnston County, NC - NWP 29 VERIFICATION
Attachments: SAW-2021-02303 Winston Road SD Terramor Homes Clayton Johnston County NC
NWP29 VERIFICATION.pdf; NWP29.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Morning, Mr. Holtvedt:
Please find the attached Nationwide Permit (NWP) 29 for Residential Developments for: SAW-2021-02303 / Winston
Pointe Subdivision / Winston Road / Clayton / Johnston County, NC.
Please note the attached Mitigation Responsibility Transfer Forms must be retuned signed by the Mitigation Sponsor
prior to any ground disturbance.
This electronic copy is an official Department of the Army Notification. However, if you wish to receive a paper copy, one
will be mailed upon request.
Please let me know if you have any questions or concerns.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
0: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and pasting the following link into your web browser:
https://regulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the time to visit this site and
complete the survey.
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02303 County: Johnston U.S.G.S. Quad: NC -Garner
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: DR Horton — Terramor, LLC
Jonathan Holtvedt
Address: 7208 Falls of Neuse Road, Ste 201
Raleigh, North Carolina 27615
Telephone Number: 919-809-4207
E-mail: jholtvedt(a terramorhomes.com
Size (acres) —270.8 Nearest Town Clayton
Nearest Waterway White Oak Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.639673
Longitude:-78.505296
Location description: The Winston Pointe Subdivision is located both north and south of Winston Road, east of White Oak
Creek, in Clayton, Johnston County, NC. Impact Areas A, B, and C (below) are all located south of Winston Road, and
Impact Area D is located north of Winston Road and would be an extension of Castlewood Drive.
Description of projects area and activity: This verification authorizes the use of Nationwide Permit 29 to construct four crossings
of Waters of the United States. Imuact Area A would require the permanent imuact of 0.067 acre of Wetland 11 (Impact WI).
and 0.007 acre of Wetland 12 (Impact W2) to construct a road crossing. Stream A would also be crossed and result in the loss
of 88 linear feet (lf) (902 square feet (sf)) of Stream A to accommodate a culvert (Impact Sl), 17 If (189 sf) for a stream pump
around (Impact S2), and 161f (252 sf) to install riprap (Impact S3). Impact Area B would require the permanent impact to
0.049 acre of Wetland 26 for road fill (Impact W3), 0.004 acre of Wetland 25 for riprap stabilization (Impact WO, and the
temporary impact to 0.006 acre of Wetland 26 for construction access. Impact Area C would require the permanent
conversion of 0.027 acre of Wetland 17 (Impact W6) and 0.036 acre of Wetland 18 (Impact W8) for sewerline construction and
maintenance, and the temporary impact to .011 ac of Wetland 17 (Impact W7) and 0.015 acre of Wetland 18 (Impact W9) for
construction. Stream A would also be crossed, temporarily disturbing 281f (137 sf) to accommodate open -trench installation.
Impact Area D would require the permanent loss of 72 if (576 sf) of Stream J to install a culvert for a road crossing (Impact
S5), 161f (192 sf) of Stream J to install riprap stabilization, and the temporary impact to 17 If (136 sf) of Stream J to install a
pump around. Mitigatable impacts associated with this pro 0ect would include 0.127 acre of wetland loss, 0.063 acre of wetland
conversion, and 1601f (1468 sf) of stream loss. This verification also authorizes as an after the fact impact, 0.048 acre of
wetland loss associated with a road crossing not previously captured in the permitting history.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 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 attached
Conditions, your application signed and dated 12/22/2021, supplemental information received through March 31, 2022, and the
enclosed plans Winston Pointe Overall Impact Map (7 pages), and Winston Pointe Phase 10 Overall Impact Map (3 pages) un
dated. 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 CONDITIONS
a. 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

SAW-2021-02303
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.
b. The impacts verified herein build upon previously constructed impacts. Prior impacts include 0.048 acre of
wetland impact for a road crossing (No permit verified), 0.569 acre wetland conversion for a sewerline (SAW-
2002-20830), and 140 if (280 sf) of stream and 0.023 acre of wetland for road crossings (SAW-2013-01279).
Impacts associated with SW-1994-04978 (16.15 acres of impact using NWPs 12, 14, 18, and 26) were never
constructed. One road crossing associated with SAW-2013-01279 (0.013 acre of wetland for a road crossing)
was also not constructed. Total previous impacts upon which this verification builds total: 0.071 acre wetland
loss, .569 acre wetland conversion, and 1401f (280 sf / 0.006 acre) stream loss.
Action ID
NWP
Wetland
Impact
Stream
Impact
Latitude
Longitude
Status
Number
#
ac)
(lf/sf)
(DD
DD
SAW-2021-
ATF
0.048
Road
None
NA
35.651019
-78.509412
Constructed
02303
29
SAW-1994-
26
3.84
Fill
None
NA
Unknown
Unknown
Not
04978
Constructed
1.1
Excavation
None
NA
Unknown
Unknown
Not
Constructed
14
1.78
Road
None
NA
Unknown
Unknown
Not
Constructed
18
0.1
Fill
None
NA
Unknown
Unknown
Not
Constructed
12
9.33
Utility Line
None
NA
Unknown
Unknown
Not
Constructed
SAW-2002-
12
0.569
Temp/Cony
None
NA
35.646753
-78.520343
Constructed
20830
SAW-2013-
29
0.015
NA
140/280
Road
35.647328
-78.517977
Constructed
01279
0.008
Road
None
NA
35.645592
-78.511880
Constructed
.013
Road
None
NA
35.646853
-78.513637
Not
Constructed
Total
0.071 ac
1401f
Impacts
Perm
280 sf
0.569 ac
0.006 ac
Temp
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
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 and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general 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 [phone].

SAW-2021-02303
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 Christopher Hopper at [phone] (x35)or
christopher.d.hopper(ausace.army.mil.
Corps Regulatory Official:
Expiration Date of Verific
5/2026
Date: 05/09/2022
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.army.mil/cm_apex/f?p=l 36:4:0
Copy furnished:
Agent: Soil & Environmental Consultants, PA
Camden Brunick
Address: 8412 Falls of Neuse Road, Ste 104
Raleigh, North Carolina 27615
Telephone Number: 919-846-5900
E-mail: cbrunickAsandec.com

Action ID Number: SAW-2021-02303 County: Johnston
Permittee: DR Horton — Terramor, LLC, Jonathan Holtvedt
Project Name: Winston Pointe Subdivision
Date Verification Issued: 04/29/2022
Project Manager: Christopher Hopper
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: Christopher Hopper
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
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

Compensatory Mitigation Responsibility Transfer Form
Permittee: DR Horton —Terramor, LLC, Jonathan Holtvedt Action ID: SAW-2021-02303
Project Name: Winston Pointe Subdivision County: Johnston
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.171
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.32
Mitigation Site Debited: EBX Neuse Neu -Con Wetland & Stream Umbrella Mitigation Bank; Blackbird Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
re of Sponsor's Authorized Representative Date of Signature

CESAW-RG (File Number, SAW-2021-02303)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Resource Environmental Solutions, confirming they are willing and able to
accept the applicant's compensatory mitigation responsibility. dated 3/9/2022 was included with the preconstruction
notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]0.
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Christopher Hopper
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
USACE Project Manager Signature
04/29/2022
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.

Compensatory Mitigation Responsibility Transfer Form
Permittee: DR Horton — Terramor, LLC, Jonathan Holtvedt Action ID: SAW-2021-02303
Project Name: Winston Pointe Subdivision County: Johnston
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
160
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
320
Mitigation Site Debited: EBX Neuse Neu -Con Wetland & Stream Umbrella Mitigation Bank; Bucher Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

CESAW-RG (File Number, SAW-2021-02303)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Resource Environmental Solutions, confirming they are willing and able to
accept the applicant's compensatory mitigation responsibility, dated 12/21/2021 was included with the preconstruction
notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1)the Permittee, 2)the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email rb [e-mail])
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Officee.
USACE Project Manager: Christopher Hopper
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
USACE Project Manager Signature
04/29/2022
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.

PROGRESS PLOT DATE: 03-10-2022
COATS, CHARLES TERRY
COATS, BEATRICE WARD
PIN: 164800-55-2212
D.B. 2228 PG. 69
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_ •
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•PERMANENT •NE 1 BUFFER IMPACT
•
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TEMPORARY STREAM
I IMPACT AREA-
WETLAND OVERLAPPING
1 BUFFER ZONE 1 (108 SF)
. M �I
WETLAND OVERLAPPING \
BUFFER ZONE 2 (216 SF) \
PERMANENT ZONE 1 BUFFER
IMPACT AREA (2,683 SF)-\
PERMANENT - NO PERMANENT LOSS
STREAM IMPACT AREA - (RIPRAP)
+/- 16 LF (252 SF)
v I
1 ILT FENCE (TYP.)
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STREAM A0-1
TEMPORARY STREAM
I IMPACT AREA
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PLAN VIEW - IMPACT AREA "A"
HORIZONTIAL: 1" = 40'
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
i pr_pmn.
EXISTING ADJOINER PROPERTY LINE
ROADWAY CENTER LINE
PROPOSED LOT LINE
WTLD EXISTING WETLAND
PROPOSED STORM DRAIN LINE
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT STREAM IMPACT
EL TEMPORARY STREAM IMPACT
PERMANENT - NO PERMANENT
LOSS STREAM IMPACT - RIPRAP
WETLAND OVERLAPPING BUFFER ZONE 1
- WETLAND OVERLAPPING BUFFER ZONE 2
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT LOSS WETLAND IMPACT
PERMANENT - NO PERMANENT
LOSS WETLAND IMPACT
NOTE:
SEE PROFILE VIEW NEXT PAGE
TEMPORARY STREAM IMPACTS
17 LF; 189 SF
PERMANENT - NO PERMANENT LOSS
16 LF; 252 SF
STREAM IMPACT AREA - (RIPRAP)
PERMANENT STREAM IMPACTS (LF)
PERMANENT LOSS STREAM IMPACTS [ FINAL]
88 LF
PERMANENT STREAM IMPACTS (SF)
902 SF
WETLAND OVERLAPPING
BUFFER (SF)
TOTAL
PERMANENT ZONE 1
4,314 SF
1,532 SF
5,846 SF
BUFFER IMPACT (SF)
PERMANENT ZONE 2
1,542 SF
1,728 SF
3,270 SF
BUFFER IMPACT (SF)
PERMANENT WETLAND
3,260 SF
3,260 SF
IMPACT (SF)
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "A"
REVISION: I I SCALE:
E-2
02 OF 07
HORZ 1:40

270 1 1, 270
265
260
255
250
245
242
PROPOSED GRP ^r
PROPOSED RETAINIP
WALL BY OTHERS (TYI
AREA OF FILL
STREAM BOTTOM
STREAM BOTTOM
EXISTING GRADE
2 x 69 LF 48" 7@1.739%PROPOSW x 1.25'D RIP-RAP(TOPTO BE FLUSH WITH
ADE/ STREAM BED)
M 00 O
N N M O
Lo Lo O Lo
N N N N
-0+50 0+00 0+50 1+00 1+50
PROFILE VIEW - IMPACT AREA "A"
HORIZONTIAL: 1" = 40'
VERTICAL: 1" = 5'
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] REVISION:
265
260
255
250
245
242
2+00
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "A„ E-3
03 OF 07
7 SCALE: HORZ 1:40; VERT 1:5

�1
/f//1"
IV
--- 304
"�S
PERMANENT ZONE 2
BUFFERIMPACT
AREA (3,017 SF)
PLAN VIEW - IMPACT AREA "B"
HORIZONTIAL: 1" = 40'
1 ��MMAAA\
-PERMANENT LOSS WETLAND
IMPACT AREA (RIPRAP) (157 SF)
�o
NOTE:
/ SEE PROFILE VIEW NEXT PAGE
�0+00 0 /
OTEtAREA
TLAND
IMSF) ��
\
WETLAND OVERLAPPING BUFFER
ZONE 2 (512 SF)
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
EXISTING ADJOINER PROPERTY LINE
ROADWAY CENTER LINE
-- — — PROPOSED LOT LINE
WTLD EXISTING WETLAND
PROPOSED STORM DRAIN LINE
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT - NO PERMANENT
LOSS STREAM IMPACT - RIPRAP
WETLAND OVERLAPPING BUFFER ZONE 1
WETLAND OVERLAPPING BUFFER ZONE 2
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT LOSS WETLAND IMPACT
PERMANENT - NO PERMANENT
LOSS WETLAND IMPACT
TEMPORARY WETLAND IMPACT (SF)
266 SF
WETLAND
OVERLAPPING
BUFFER
TOTAL
PERMANENT ZONE 1 BUFFER IMPACT (SF)
2,110 SF
-
2,110 SF
PERMANENT ZONE 2 BUFFER IMPACT (SF)
3,017 SF
512 SF
3,529 SF
PERMANENTLOSS
WETLAND IMPACT
PERMANENT WETLAND IMPACT (SF)
1,652 SF
512 SF
157 SF
2,321 SF
REVISION:
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "B"
SCALE:
E-4
04 OF 07
HORZ 1:40

310
305
300
295
290
285
PROPOSED GRADE
PROPOSED RETAINING AREA OF FILL
WALL BY OTHERS PROPOSED RETAINING WALL
BY OTHERS
EXISTING GRADE
53 LF 30" RCP @ 3.79%
PROPOSED 10' L x 30' W x VD RIP -RAP
(TOP OF RIP -RAP TO BE FLUSH WITH WETLAND BOTTTOM
EXISTING GRADE/ WETLAND BOTTOM)
co C
r �
o �r o
O 6 O
M , cM
310
305
300
295
290
285
-0+50 0+00 0+50 1+00 1+50 1+75
PROFILE VIEW - IMPACT AREA "B"
HORIZONTIAL: 1" = 40'
VERTICAL: 1" = 5'
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "B„ E-5
05 OF 07
REVISION: SCALE: HORZ 1:40; VERT 1:5

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\ TEMPORARY WETLAND
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STREAM A—/
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i
PLAN VIEW - IMPACT AREA "C"
HORIZONTIAL: 1" = 40'
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✓4/"\I 11 11 t
LIMITS OF DISTURBANCE II
sr.4 I I (TYP.) I
I , I NOTE:
\ I SSMH#49
_TEMPORARY WETLAND
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( ) IMPACTS DEEMED ALLOWABLE
\ o� \ \\ \` \\� i II I �/ / oSEE PROFILE VIEW NEXT PAGE
PERMANENT - NO PERMANENT LOSS \ 1 I t ��'d
WETLAND IMPACT AREA (1,194 SF)
LEGEND:
WTLD
EXISTING ADJOINER PROPERTY LINE
ROADWAY CENTER LINE
PROPOSED LOT LINE
EXISTING WETLAND
PROPOSED STORM DRAIN LINE
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT - NO PERMANENT
LOSS STREAM IMPACT - RIPRAP
WETLAND OVERLAPPING BUFFER ZONE 1
WETLAND OVERLAPPING BUFFER ZONE 2
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT LOSS WETLAND IMPACT
PERMANENT - NO PERMANENT
LOSS WETLAND IMPACT
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
TEMPORARY STREAM IMPACTS
28 LF; 137 SF
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT AREA (SF)
2,779 SF
TEMPORARY WETLAND IMPACT (SF)
1,104 SF
PERMANENT ZONE 1 BUFFER IMPACT (SF)
15 SF
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "C"
REVISION: I SCALE:
E-6
06 OF 07
HORZ 1:40

295
290
285
280
275
270
265
cs
SSMH#49 (4' DIA.)
STA: 2+45
TOP: 280.33
INV IN: 274.70 (NW)
INV OUT: 274.50 (S)
PERMANENT -NO PERMANENT
WETLAND IMPACT
SSMH#46 (5' DIA.) — J
TEMPORARY STREAM IMPACT STA: 5+49
TOP:293.10
INV IN: 272.58 (N)
PERMANENT -NO PERMANENT INV OUT: 272.38 (SW) /
WETLAND IMPACT
SSMH#47 (4' DIA.)
STA: 4+69
TOP: 284.80
INV IN: 273.18 (NE)
INV OUT: 272.98 (S) /
i
_ EXISTING GRADE
\�
SSMH 4'(DIA.)
STA: 4+41+41
TOP: 281.19
INV IN: 273.70 (N)
INV OUT: 273.50 (SW)
65 LF 8" PVC @ 0.50% 80 LF 8" PVC @ 0.50%
159 LF 8" PVC @ 0.50%
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295
290
285
280
275
270
265
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75
PROFILE VIEW - IMPACT AREA "C"
HORIZONTIAL: 1" = 40'
VERTICAL: 1" = 5'
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] REVISION:
WINSTON POINTE
CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
IMPACT AREA "C„ E-7
07 OF 07
7 SCALE: HORZ 1:40; VERT 1:5

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