20201285 Ver 1_USACE Permit_20220817

Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, August 17, 2022 9:43 AM
To: [e-mail]; Anna Reusche
Cc: Cohn, Colleen M; Amy Staley; Kim Browning
Subject: [External] Arbor Creek - Middle Creek Greenway / Holly Springs / Wake County /
SAW-2020-00572 / Nationwide Permit 14 Verification
Attachments: SAW-2020-00572--NWP 14 Verification.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Beard and Ms. Reusche,
Please see the attached nationwide permit verification and MRTF for the above referenced project. A hard copy will not
be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at 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-2020-00572 County: Wake U.S.G.S. Quad: NC -Apex
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Town of Holly Springs
Matt Beard
Address: 128 S. Main Street
Holly Springs, NC 27540
Size (acres) —146 acres Nearest Town Apex
Nearest Waterway Middle Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.667619
Longitude:-78.816937
Location description: The project site is adjacent to Middle Creek, north of Holly Springs Road and south of Sunset Lake Road,
in Holly Springs, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.533 acres
of wetlands, the temporary discharge of fill material within 0.56 acres of wetland, the permanent discharge of fill material
within 110 linear feet (0.029 acres) of stream channel and the permanent discharge of fill material resulting in no loss of waters
within 90 linear feet of stream channel.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 14. Linear Transportation Projects
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 4/13/2022, the additional information provided and the enclosed plans. 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.
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].
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 George Lyle Phillips III at [phone] or George.L.Phillips(a,usace.army.mil.
Corps Regulatory Official: �, / ✓ 6&- �� ((/ Date: 8/17/2022
Expiration Date of Verification: 3/14/2026

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/Pp=13 6:4:0
Copy furnished: Colleen Cohn / NCDEQ-DWR / 3800 Barrett Drive, Raleigh, NC 27609
Amy Staley / RES, LLC. / 701 E. Bay Street, Suite 306, Charleston, SC 29403
Kimberly Browning / USACE / 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587

SAW-2020-00572
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
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.

Action ID Number: SAW-2020-00572 County: Wake
Permittee: Town of Holly Springs, Matt Beard
Project Name: Arbor Creek — Middle Creek Greenway
Date Verification Issued: 8/17/2022
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
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

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Town of Holly Springs, Matt Beard Action ID: SAW-2020-00572
Project Name: Arbor Creek — Middle Creek Greenway County: Wake
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
FRiparian Non-Riverine
Non -Riparian
Coastal
110
1 0.533
*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
220
1.066
Mitigation Site Debited: EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank —Arrington Bridge III
Site and Meadow Spring 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 Sponsorfails 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
Pagel of 2 Form Version 10 June 2020 updated

CESAW-RG (File Number, SAW-2020-00572)
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 RES, LLC., confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 7/9/2022 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 j 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]. mil).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: George Lyle Phillips III
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]
r�YCe- PGci l� k I tt
8/17/2022
USACE Project Manager Signature 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.

ARBOR
CREEK
BRIDGEV
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
SHEET
1
0.02
WA-1
2
0.0002
WA-1
3
0.006
WA-1
4A
0.09
WA-2
413
0.001
WA-2
5
0.02
WA-3
6
0.35
WA-4
7
0.001
WA-5
8
0.0005
WA-5
9
0.0007
WA-5
10
0.04
WA-6
TOTAL
0.53
OARDWALK INSTALLATION IS BEING CONSIDERED A
CONVERSION AND IS MITIGATED AS 1x1
800' 400' 0
SCALE: 1" = 800'
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SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
Sepiinc.com
BEFORE YOU DIG
Know wh&S below. FOR
Call before you dig.
CO STRUCTION SITE SAFETY IS THE SOLE NSIBILITY
THECONTRA TOR NEITHER THE OWNER NOR THE ENGINEER
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Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenwav
[il Rev. Trail Grading
A Rev. Now Trail
® Rev. Per Town Comments
"GI: M. TAYLOR
'N BY: S. TEYMOURI
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IMPACT COVER
WA-0

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WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY
IMPACT AREA (AC)
1
0.02
0.01
2
0.0002
0
3
0.01
0
BOARDWALK REMOVAL
-
0.26
SUBTOTAL
0.02
0.27
SEPI
— SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
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THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
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Town of Holly Springs
I Parks and Recreation
50' 25' 0
SCALE: 1" = 50'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
,GR: ..TAYLOR
BY: iEY S. EN
TY: M. TAYLOR
WETLAND
IMPACT AREA 1
WA-1

WETLAND IMPACT AREA 413-
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WETLAND IMPACT AREA 4A -
PERMANENT: 0.09 AC
TEMPORARY: 0.06 AC
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WETLAND IMPACTS
IMPACT LOCATION
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0.005
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SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
SepiinC.Com
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BEFORE YOU DIG
Know what's below. FOR TMr
Call before you dig.
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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SEPI ENGINEERRIING Ig COH CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
NGR: M.TAYLOR
J BY: S. TEYMOURI
ED BY: M. TAYLOR
WETLAND
IMPACT AREA 2
WA-2

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WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
5
0.02
0.03
SUBTOTAL
0.02
0.03
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
SepiinC.Com
PROPOSED , / — , � , 4 lWORKl NG DAYS
BEFORE YOU DIG
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GREENWAY TRAIL - ! ° °'"L FAIE T �`""° KDDwWbGr:below�No�IaoUNOFA��L"�
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PERMANENT: 0.02 AC \ NONCE THEI , I , , , THE CONTRACTOR
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THE
ENGINEER
SUME ANY RESPONSIBILITY FOR
TEMPORARY: 0.03 AC \ `''` ; I \ \ SRESPONSIBILITY OF
AFEIYALL BOFTTHE WORK OXPECTED TO AF PERSONS ENGAGED IN THE WORK,
X�%/ _ — , •` �, `, `, ,``, Y` ; ; ,` `Y` —` — —_- \ OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
CURRENT END OF T T _-
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Arbor Creek -
- `-- --------
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
o\_N1,
o�
100, 50' 0
SCALE: 1" = 100'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. New Trail
® Rev. Per Town Comments
NGR: M.TAYLOR
J BY: S. iEVMOURI
ED BY: I M. TAYLOR
WETLAND
IMPACT AREA 3
WA-3

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+
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RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.Com
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0.12
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0.12
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SCALE: 1" = 100'
AYS
• o a _ D<<°E,
BEaFORE YOU DIG
Know what's below.
Call before you dig.
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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SEAL
053032
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sEPI ENG—RING Ia CONsmUICTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
PROJ.MGR: M.TAYLOR
DRAW N BY: 5. iEYMOURI
CHECKED BY: 1 M. TAYLOR
WETLAND
IMPACT AREA 4

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RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
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ANY
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
FOR
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100, 50' 0
SCALE: P = 100'
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
[� Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
PROJ.MGR: M.TAYLOR
DRAWN BY: S. iEYMOURI
CHECKED BY: 1 M. TAYLOR
WETLAND
IMPACT AREA 5

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0.068
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0.07
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SEPI
\, \\ `` __—_ ---- ��_—_— --�' SEPI ENGINEERING & CONSTRUCTION, INC.
__ \ jti ♦ RALEIGH I WILMINGTON I CHARLOTTE
r \ 11 , \ , ` \ \ — `�-- _/-' `` ` BEAUFORT, SC I CHARLESTON, SC
��\\„ \ ` ` , ' / i - `, `, `♦`\ `� ♦ ` t 1 GLENWOODAVE. SUITE 600
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" i �/ --r'_- ♦` ` PHONE [phone]
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_ —
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____ " ♦�`♦, `♦` BEFOREYOU DIG
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/ I ` ` , CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
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G ` - - seal ENGINEERING & CONSTRUCILONINC
Arbor Creek -
I , I
- ---- - -- Middle Creek
Greenway
^ °♦ _ Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
S. Main Street
Holly
Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
E K/IC%l. P P E D USING DATE
PROJECT: SE20.W7A0
100' 50' 0
SCALE: 1" = 100'
Trail
® Rev. New Trail
® Rev. Per Town Comments
NGR: M. TAYLOR
J BY: S. TEYMOURI
ED BY: M.TAYLOR
WETLAND
IMPACT AREA 6
WA-6

ARBOR
CREEK
BA-1
SA-1
SUNSET RIDGE
NORTH
RIPARIAN BUFFER & STREAM IMPACTS I PROJECTTOTAL
AREA (SF)
N OTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
54,965
39,818
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
19,602
131592
10' WIDE PAVED GREEN WAY TRAIL
UL
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SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
Sepiinc.com
BEFRORE YOU DIG
Knowwhat'S below. FO
before
III L11AT
E, _.Alo l—, TAVI-11N you dig.
N TICE
CO STRUCTION SITE SAFETY IS THE SOLE NSIBILITY
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
BILITY FOR
SA AETYSHALL BOF iH NY NEARBY
OE EXPECTED TO AF PES 50 OR SUME ANY RANY OTOHSRO I I PERSONS. II
S1011
SEAL
053032
pNC. �.
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-2197
Q N;c;
TO
SEPIENGINEERING CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
MGR: ..TAYLOR
NEI S. TEY OURI
"E 'Y: M. TAYLOR
BUFFER/STREAM
IMPACT COVER
BA-0

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ZONE 1 -Allowable
Upon Authorization
4,432 SF
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RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
5,047
2,278
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
1,900
420
10' WIDE PAVED GREENWAY TRAIL
T T T - T �T I
+ + + + + it
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+ + + + + +
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4- 4- 4- 4- 4- I
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
SepiinC.Com
RK NO
AYS
• oHo Ro _ D���E:
BEFORE YOU DIG
Know w1&S belOW FOR
Call before you dig.
ti
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
`��HuFHC�A,,R,ou
IS904.'%9'�
SEAL
053032
pNC. �.
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12
AL i==
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Q N;c;
CRING&C Nam'
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
11 PREPARED FOR:
�111 Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
1 90% CONSTRUCTION
DRAWINGS
I
I REF 09-012: Arbor Creek Greenway
DATE
PROJECT: SE20.027A0
�D
NORTH
50' 25' 0
SCALE: 1" = 50'
[� Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
MGR: ..TAYLOR
HEY: S.TEYMOURI
UED BY: M. TAYLOR
BUFFER
IMPACT AREA 1
BA-1

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�\ \ — — — — — — —/ — — _ �• / / // \ 1• I I I SEPI ENG iI HEII W LMN. INGTON I CRHARLOTTE INC.
RALEA BEAUFORT, SC I CHARLESiON, $C
\\\` �p_p--_—� /•///////[_) 1 I L1 \ // /
1 GLENWOOD AVE. SUITE 600
1 1 + + �' / /' / / RALEI( NC 27603
—_-----_\ \ l� — 1 _—_ ����jj / / I / PHONE [phone]
SepiinC.Com
PROPOSED 1 \ 3WORK INO DAYS
BEFORE YOU DIG
GREENWAY TRAILF's I
10' WIDE, PAVED (TYP.) / KnoCClllbefore0you dig.
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E�oa°ooRa"Po;a`oa'Araa'VAENI
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ANY All ALI 1­ LIL1111
N TICE
CONTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
/ _ 2 THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
/ Z'1 ° + / + / / / / \ / \ SHALL BE EXPECTEDTOASSUMEANYRESPONSIBILITYFOR
SAFETY OF THE WORK U PERSONS ENGAGED IN THE WORK,
N/F I \ � Y / 1 OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
IF ARBOR CRR[
HOMEOWNI
I
ASSOC INS — \
PIN # 0750-10f923 \
053032
SEAL
—Z2— _Z2 Z2_�Z2 / O ~ \ `•,�gq�''
/ 2 / 12,��
—Zl _— —_— / I J_
PERMANENT STREAM IMPACT _ _
22 LF RIP RAP
469 SF ClPERMANENT STREAM IMPACT i ' ` -z97 _
/
+ NOT MITIGABLE
6
18 LF I � Co RI�T®-,
`
----_—_ --- + 426 SF + — _ _
RIPARIAN NGIN RNDaeDNSRU ON, INC
_— —_---- ;;------ + + ? - BUFFER- ZONE 2 + -� ArborCreek-
----------- — \ \ I° �ti
-� -------------- z,-- --�_ �::\\� '! \ + z ti° (TYP.) + + Middle Creek
_-_ -_�_ RIPARIAN Greenway
BUFFER- ZONE 1 + + +
HollyTown of
Z2 " \ \��O\� `\\ \+ + + - (TYP.) + + Parks and Recreation
EX. SANITARY SEWER
EASMENT (TYP.)
\\ \ EXISTING
rlly +
a ulDu- Iu-aiva / I Iz� \ +I / — — WETLAND (TYP)
I I l
+ + + - + \ 1 h PREPARED FOR:
\ // / I 1111 Town of Holly Springs
\ \ 1 1 I + 128 S. Main Street
Holly Springs, NC 27540
+ / + + + rt + �? PRELIMINARY
NOT FOR CONSTRUCTION
C, II / 90% CONSTRUCTION
o u �� I I //// +� +/ + + + + + + +
I DRAWINGS
1+ + + + + II\ + REF 09-012: Arbor Creek Greeo EE
� 4- \ I I PROJECT: SE20.027.00
ISSUE: .
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
22
469
EXISTING STREAM IMPACT (SEWER)
STREAM IMPACT PERMANENT I NOT
MITIGABLE
18
426
RIP RAP OUTLET
REVISIONS:
® Rev. Trail Grading 4.20.2021
® Rev. New Tmil W-06.202
Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ.MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: I ' = 50' STREAM
IMPACT AREA 1
SA-1

$P G$ \ 1 I I SEPI ENGINEERING & CONSTRUCTION, INC.
;55 N \VA\ I I RABEGH UFOTSC I C�RLEsoNLOTTE
3\� \\\
\\ k \ \ 1GLENWOOD AVE. SUITE 600
— — \ _ \ • \ \ \�\ I I RALEIGH, NC 27603
�' \ \ \ I I I I PHONE [phone]
+ + +
sepiinc.com
PROPOSED \\ \\f — i ZONE 2 - Allowable
GREENWAY TRAIL
\I \ Upon Authorization
+313 S
+ I 1WORNHGDAYS10'WIDE, PAVED (TYP.)
r 6NEoRoN?IJDIG
I Knowwhat'B
+ + + + below.FORTMrL
\\ \ \ \\\\\\ \\ \ \\ 1 \\\ I 1\ Call before you dig oc
+ + + + + + I
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\\\\ m CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
\\ I 11 H THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
\ \ \\\` K 1 I I+ + + + + + + SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
O O \ 1 \ \ \ I \\\ I I SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
ZONE 2 - Allowable 0 OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Upon Authorization �� /� 1 �� i I I �11 1 \\ liiI I + EX SANIT SANITARY SEWER +
NNETH J& TAYLD I I I I QpTcsva,W ,9'3�
858 SF NETTEC ,%� ` i I i \ III + +
,'IN # U659-29-2534 EASMENT (TYP.)
„?QiSEAL
— + +
Jill I PROPOSED
ZONE 1 -Allowable iI E ' '
+ - BRIDGE + + +
Upon Authorization 12'08-2021.'
I IIIIIII111111 ' \ / ill IIII ti + RIPARIAN + + + +
1,020SF Il /L _ I + BUFFER- ZONE 2 + +/f + + RP RP"'��t'-.
/1 fit (TYP.) / _ c EAL
2197 s
+ RIPARIAN + ' / + + + N.0
l it 9-2/��R$A v vv + BUFFER -ZONE 1 + +� I +
(TYP.) + + + COPYRIGHT.i
ENGINEERING &CONSTRCONSTRUCTION, INC
N/F
VOLNMAII THOMAS SCOTT /TR & VOLKMAN, 11111 / 01 I 1 i \ \ wo 2m +,\ry + + + + + + +1 + + + Arbor Creek -
GINNY PAULETTE /TR I I I I I I I 1 I \ \
PIN # 0659-29-2387 illlll \ \ I I V \ l + + I + + + + I ' + \ + +
\ , �a I I EXISTING Middle Creek
I I 1 I ' vz \ I1 I I . \\ No 2a t + + + WETLAND (TYP) + \, + + Greenway
ZONE 1 -Allowable 1 I I NI \ \\ I \\ \ t
— Town of Holly Springs
Upon Authorization + + + + + + + + + + \\+ I Parks and Recreation
III I I 1 1 \ \ \
4,296 SF A/F 111 I I I\ \ \ \ \ I + I + + + + + + +
_ROWN, WILLIAM M
BROWN, HOPE M
PIN # 0659-29-238\\ I+ I 1 4_ .._� + + + + + I + +
' \\`\ \ I � \ �. •' I \ I I I
o l \ \ 1 I \1 \\vvvvvvv v v \ ++ + II +\ +�I I + ++1\ \ I1
PREPARED FOR: 2- Allowable v v v v + Town of HollySprings s
Upon Authorization 1 + + +1I + + + � 128 S. Main Street
2,742 SF 0I \ Holly Springs, INC 27540
o v v v \ \ vv+ + + `+ I + 7 I+ + I+ + 1
\ \ 1—„v v v• \ I \
I�,r \ \ \ / 1 I _ „\ ° ° ° ° ° \\ — PRELIMINARY
UFF, CHRISTOPHER JAME: o \. \ \ �y ° ° °
HUFF, EMILY ELISABETH �.- v v v • • \ NOT FOR CONSTRUCTION
+ + + + + + + +
PIN tf ')65e 9e 2286 v v v CNSTRUCT
+ + + + I + + I + + 901
DORAWINGS ION
+ ` + + + + + II REF 09-012: Arbor Creek Greenway DATE
PROJECT: SE20.027,W
ISSUE: .
RIPARIAN BUFFER & STREAM IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
S,316
3,913
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
1,620
1,120
10' WIDE PAVED GREENWAY TRAIL
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 G LJ 0 PROJ. MGR: M. TAYLOR
DRAWN BY: S. TEYMOURI
CHECKED BY: M.TAYLOR
SCALE: I°=50' BUFFER
IMPACT AREA 2
BA-2

I \ CO \
r °j + \�1
CD`°7 u
+ LD \ LD 07
°j
\ LD O
- LD
+ + + + PROPOSED
GREENWAY TRAIL
+ + + + 10' WIDE, PAVED (TYP.)
+ + + + +
ZONE 2 -Allowable \ \
+ + + + + Upon Authorization o
+ + + + + + 592 SF o
+ + + + + + ZONE 1 - Allowable I o 0
+ + + + + + + Upon Authorization 1 Zz
1,701 SF
+ + + + + + Zl �
+ + + + + + + +
3v v
vvv v
l— + + + + + + + ++ + + v v v v v
v v v v
----------
+ + + + + + + + + + + N
vvvv wo%
+ + EXISTINGi i + + + + + v v v v t
+ + WETLAND (TYP) F + + + + + + v v v
I I vvvv No
+ + + + + + + + T T Zl 1
ZONE 1 - Allowable
+ + + + + + Upon Authorization + —�
\ - 1,157 SF /tz _ Z2
ZONE 2 - Allowable o
+ + + + + + Upon Authorization I o
+ + + + + + + 547 SF
+ + + + + + + ro o
+ + + + 1�\t + I J
+ + + + 7� \\ + i
+ + + + + I+ \\ o I
1 1 J
RIPARIAN BUFFER IMPACTS
AREA (SF)
N OTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
2,858
1,139
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
600
400
10' WIDE PAVED GREENWAY TRAIL
S=;)1
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.Com
• lG DAYS
BEFRORE YOU DIG
FO
wO oulHo unEs
Know what's below uHo
Call before you dig.
ANY All ALL 1111010— �TL—
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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Arbor Creek -
RIPARIAN
Middle Creek
BUFFER- ZONE 2
Greenway
(TYP.)
Town of Holly Springs
RIPARIAN
Parks and Recreation
BUFFER- ZONE 1
(TYP.)
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, INC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
MC
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ.MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: 1" = 50' BUFFER
IMPACT AREA 3
BA-3

+ _ Q� IJ SEPI EN OENGINEERING &COONSCR CHARLOTTE
INC.
Ir \ \ a7 \ BEAUFORT, SC I CHARLESTON. SC
\ u 1 GLENWOOD AVE. I SUITE 600
CD 7 \ PHONE RALE H919.789
CD 9977
� CD F 0j �
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+ + + `CD
CD
+ + + u"o wO""
CIDAIS
BEFORo"I"o
E YOU DIG
+ + + + PROPOSED
l Know wnaYs below.
I CC11before you dig.
GREENWAY TRAIL
+ + + + 10' WIDE, PAVED (TYP.)
EN
+ + + + + b O] (I NoncEANYAlo:"L"111111N_I I0L=10L.1LILIL11 °:a1`1oc`Ha:o"
\ \ CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
+ + + + + SHALL BEEXPECTEDTO ASSUMEANYENGAGED
THE
FOR
RIP RAP SAFETY FTHENEARBY STRUCTURE, ONO ENGAOTHER THE WORK,
0 OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
+ + + + + + PERMANENT STREAM IMPACT o
+ + + + + + + NOT MITIGABLE
33 LF z2 I 0SE 32 ! ,
+ + + + + + + 333 SF Z2
+ + + + + + + + + + qR „ \�
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+ + + + + + PERMANENT STREAM IMPACT + g
Rz%7
+ + 'EXISTING �D I + + _ 250 SF + a
' T / t
+ + WETLAND (TYP) F + + + + + + I( SEPI �o"GIeC "�I
MON, INC
O p N NOS
+ + + + + + + + + + + z1 ' N Arbor Creek -
+ �,, + _+ + + + + + + + i2 RIPARIAN Middle Creek
-� BUFFER- ZONE 2
I—S+ + + + /lt2 J Z2 (TYP.) Greenway
I I � Town of Holly Springs
+ + + + + + + + + RIPARIAN Parks and Recreation
6 g o BUFFER- ZONE 1
+ + + + + + + + + I I o (TYP.)
+ + + + + + + + + +
o II PREPARED FOR:
+ + I ' Town of Holly Springs
+ + + + + + + 128 S. Main Street
0 0 Holly Springs, INC 27540
+ + + + /I t + I I PRELIMINARY
+ + + + 7� \� + r Q NOT FOR CONSTRUCTION
90% CONSTRUCTION
+ + —� — — i— r I I DRAWINGS
+ + + + I + REF 09-012: Arbor Creek Greenway
O Q DATE
i 1 mc PROJECT: SE20.027.00
ISSUE, .
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
22
250
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
33
333
RIP RAP OUTLET
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Tmil 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ.MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKEDBY: M. TAYLOR
SCALE: 1" = 50' STREAM
IMPACT AREA 3
SA-3

\
// PIN # 0659-28-7388
p
+
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\
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+
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+
+
+
+
+
GREENWAY TRAIL
+
\\ +
+
+
+
+
+
10' WIDE, PAVED (TYP.)
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+
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+
+
+
+
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Upon Authorization
u
+
+
+
+
+
+
+
826 SF
u
+
+
+
+
+
+
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+
+
+
+
+
+
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+
+
+
+
+
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+
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+
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+
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+
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+
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+
+
+
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vv
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+
+
+
+
+
+
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+
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+
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+
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+
+
+
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+
+
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+
+
+
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+
+
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+
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11
+
+
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+
+
or
+
+
+
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+
+
+
+
+
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+
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+/ + (TYP.) -
ii
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+
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+
+
+
+
+
+
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+
+
+
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+
+
+
+
+
+
+ +
+
L
I
+
+
+
+
+ +
„
1
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
3,161
1,452
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
760
540
10' WIDE PAVED GREENWAY TRAIL
S=;)1
/
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
y I
BEAUFORT, SC I CHARLESTON. SC
'
1 GLENWOOD AVE. SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.COm
/
/// \ \
7
•
1WORK ING DAYS
BEFORE YOU DIG
AT
oie.1
IHorAasmes
Know wh&S below.
Call before you dig.
\
ou.=o ­a.T E�MR..o"FAL'aETOE nY�W.CH.
N TICE
CONTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
\
\ \ \ \
O\ \ \
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANV RESPONSIBILITY FOR
% \
\ \ \
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
1\ \ \\ \\ I
2 ! _
r Ir
I\ \ \
12 kO21
0 `\ \�
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s
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\
ot 2197
Arbor Creek -
�\`,
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
1
1 1
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PREPARED FOR:
I I I
I
Town of Holly Springs
\ a IIIII
I�I2III
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
\
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
LD //
PROJECT:
SE20.027.W
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 LJ 0 PROJ.MGR. ..TAYLOREVMDRAWN BY: S. TOURI
CHECKED By. M.TAYLOR
SCALE: 1 ° = 50' BUFFER
IMPACT AREA 4
BA-4

I\ / / LAPIN # 0659-28-, 7p IIIIIIII
+
\ + +\ + +/
_ I �
\+ + + +\ +/ + + + + ILIPFILISK
SKIPBE
\\ + + + + + + + + + PIN ;
+\ + + + + + + PROPOSED
\\+ + + + + + GREENWAY TRAIL
+ \ + + + + + + 10' WIDE, PAVED (TYP.) ` n
O J
+ ��\+ + + + + + I
IJ
+ + + + + \/� �_ + + o>
% + + + + + + \\\ + /
�- + + + + + + + ' II
+ �EXISTING + + + PERMANENT STREAM IMPACT j g
WETLAND (TYP) 30 LF
+ + + - 242 SF r +
+ + + + + + + + o�
% + + ,�
RIP RAP
PERMANENT STREAM IMPACT
+ + + + + + + NOT MITIGABLE + + +
+ + + + + + 21 F + +I I
+ + + + + + + 193 3r /T T + + + J� �, 114
+ + + + + + + �+ \ + + + +
+ + + + + + + ESANITARY SEWER + +
EASMENT (TYP.) 1:2�
+ + + + + + or +
RIPARIAN
+ + + + + + + 4 BUFFER- ZONE 2 + N + I +
+ + + + + ++ (TYP.) + +
ZONE ZONE
+ + + + + + �+ + RIPARIAN �, +
+ + + + / + + BUFFER- ZONE 1 + + +
(TYP.)
+ + + + + + + + + °+ + �'II� + + i +I
L + + + +// + + + + + II NI -\I I + I +
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
28
255
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
21
193
RIP RAP OUTLET
S=;)1
/
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
y I
SEAUFORT, SC I CHARLESTON. SC
'
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
/// \ \
• IWORK INO DAYS
YOU DIG
oiacao1NOF
All
Know wh&S belOWu
Call before you dig.
\
ou.=oN�a.T E� R..oRSFAL'aETOE nr�W.ICH.
N TICE
CONTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
\
\ \ \ \
O\ \ \
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
\ \ \
SAFEIVOF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OFANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
SEAL
053032
\
F• f gNF. ��
I \ \ \
12 kO21
\ \
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SEPIENGIN -N INC
\
\ \
Arbor Creek -
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Middle Creek
Greenway
Town of Holly Springs
\\\\ \\ '
Parks and Recreation
\
I I
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PREPARED FOR:
I I I
I
Town of Holly Springs
\ a IIIII
\ I�I2III
128 S. Main Street
Holly Springs, INC 27540
PRELIMINARY
\
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
Lb
PROJECT:
SE20.027M
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 LJ 0 PROJ.MGR. ..TAYLOR
DRAWN BY: S. TEVMOURI
CHECKED BY: M. TAYLOR
SCALE: V = 50' STREAM
IMPACT AREA 4
SA-4

+/ / tt�
/ /+ I + + 1 + + + ` / -+ + + + `\ + + + + + + SEPI ENGINEERING &CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
\ BEAUFORT, SC I CHARLESTON. SC
+\ � + �; ,--IT—I + + + —\� + + + + -
+ I _ 1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
\\ `\ \ `• • • f \ — _ \ (1 3 WORKING DAYS
BEFORrE YOU
Know what's belOW. DIG
a S.
Aa
LixcxouNovsmes
\
\\\ \ • .��.• \ `\ + `\ +\ \ \ \ + \ +\ \\ + + + + �' /� \ \ + + + + \\ + -� + Call before you dig.
ZONE 2 - Allowable \\\\ \ v I \ // — � \ \ \ / 1 P ERsE°IN, No _...o '1 =:o°an Eo<<°µps,
\ \"` \ \ \ \ I I + \+ I + + + /— + + + +� 1 + \ I I + Nonce
\ • CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
Upon Authorization q �� \ \ v \, / N/F / / I THE CONTRACTOR NEITHER THE OWNER NO THEENGINEER
I v c SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
4,767 SF \\ ` \ i'. ';S TOWN �F /
\\\ I} }/ I SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
\\\\ \ \ \ \ • •\• I + - + 7-4�+ + + + + + \ / I \ \ — — _ OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
ZONE 1 -Allowable
-PROPOSED \ `—`----- \ \. \
\\\ \\\\ v •'\ —
Upon Authorization ��`\��\��\ `�\:\\\\�� S v'•' GREENWAY TRAIL
1,638 SF \��`\\�`\ \\\\ + + + = SEAL
\ \ \\\ \\ \\\\ (�\ v 053032
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RIPARIAN BUFFER IMPACTS
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NOTES
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4,916
8,191
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3,334
3,225
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[L\ Rev. Trail Grading
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PROJECT: SE20.027,00
ISSUE: .
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
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13,825
8,100
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5,171
2,153
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& T Rev. rail Grading
® Rev. New Trail
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MGR: M. TAYLOR
IN BY: S. TEYMOURI
KED BY: M.TAYLOR
BUFFER
IMPACT AREA 6
BA-6

RALEIGH I WILMINGTON I CHARLOTTE
SEPI ENGINEERING & CONSTRUCTION, INC.
BEAUFORT, SC I CHARLESTON. SC
\\ J 1GLENWOODA C- SUITE 600
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41332
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NORTH
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SCALE: 1" = 50'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® IRov. Per Town Comments
NGR: M. TAYLOR
J BY: S. TEYMOURI
ED BY: M. TAYLOR
BUFFER
IMPACT AREA 7
BA-7

\ I �� I X \ SEPI ENGINEERING &CONSTRUCTION, INC.
RAOBEAUFORISC I CARLESTOILIC
T,HCHARLOTTE
1 GLENWOOD AVE. I SUITE 600
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6
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REF 09-012: Arbor Creek Greenway
DATE
PROJECT: SE20.027.W
J�AREVISIONS:
NORTH
50' 25' 0
LJ
SCALE: 1" = 50'
m
®
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4.20.2
Rev. NOw Trail
07.06.
Rev. Per Town Comments
09.03.
PI MGR:
M. TAYLOR
DRAWN BY:
S. TEYMOURI
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STREAM
IMPACT AREA 7
SA-7

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CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
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SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
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3"L32
12-08 -�2021
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SEPI ENGINEERING 'aCON1.1
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Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, INC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROJECT: SE20.027,w
ISSUE'.
z1A Rev. Trail Grading
® Rev. New Trail
® Rev. Per Town Comments
MGR: M. TAYLOR
'N BY: S. TEVN I
RED BY: M. TAYLOR
BUFFER
IMPACT AREA 8
BA-8

r; \ \ SEPI ENGINEERING &CONSTRUCTION, INC.
\ ~
Ha RABE UFORT,'SC I CHOARLESTON, SC
\ 1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
\ \ PHONE [phone]
\ \ sepiinc.com
12 \ l \ ?2 \ \ \ • 3 WORKING DAYS
\ BN EORE� NOUcDnG
\ \ Know what's below.FOR TMr
\ Call before you dig.
N No o All
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JI \\ \\\ \ \\ I 1 \ \\ Town of Holly Springs
I \ \ \ \\ \ 1 \ \ (TYP.) \ Parks and Recreation
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PIN # 0659-67-019
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ICY FLINTOM, MARGARET WHIT
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1,797
1,203
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BUILT UPON AREA I PERMANENT
598
401
10' WIDE PAVED GREENWAYTRAIL
NORTH
50' 25' 0
SCALE: I" = 50'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, INC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
(2, Rev. Trail Grading
® Rev. New Trail
® Rev. Per Town Comments
MGR: M. TAYLOR
'N BY: S. TEYMOURI
KED BY: M. TAYLOR
BUFFER
IMPACT AREA 9
BA-9

ED
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AP,_ILIALEXTENSION COMPANY
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1 1 I I I PIN # 0659-77-4232
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HASKINS, GEORGE D JR
PIN # 0659-77-4181
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AREA (SF)
N CITES
ZONE1
ZONE2
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2,461
1,790
LIMITS OF DISTURBANCE
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691
622
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
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SEN
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT,SC I CHARLESTON,SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiiITC.COm
BEFORE YOU DIG
Know what's below.
re
dig.
—NE olnIIIIII 1ANIE
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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053032
12-08-2021
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Arbor Creek -
Middle Creek
Greenway
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Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
M. TAYLOR
S. TEYMOURI
M.TAYLOR
IMPACT AREA 10
BA-10

PIN # 0659-77-4232
-
\ �'\___________
T,"-APTILIAL EXTENSION COMPANY
A7EASE?Ki T I I I I 1 I 1 1 I\ \ \ I I I 11 I I 1
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HASKINS CATHERINE A &
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117 SF
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135 SF
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I _
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
20
152
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
12
117
RIP RAP OUTLET
50' 25' 0
SCALE: 1" = 50'
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI( NC 27603
PHONE [phone]
SepiinC.Com
BEFORE YOU DIG
Know wh&S below.
Call before you dig.
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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SEAL
053032
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-2197
SEPIENGINEERING 'aCONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
M. TAYLOR
S. TEYMOURI
M.TAYLOR
IMPACT AREA 10
SA-10