20161180 Ver 3_Pre-Filing Meeting Request_20210318

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20161180
Version*
3
Raleigh Regional Office - [phone]
Stephanie Goss
Pre -Filing Meeting Request submitted 3/18/2021
Contact Name * Kim Hamlin
Contact Email Address* [e-mail]
Project Name * Hadleigh Subdivision (Formerly Conyers Tract)
Project Owner* LGI Homes NC, LLC
Project County* Franklin
Owner Address: Street Address
1450 Lake Robbins Drive
Address Line 2
Suite 430
City State / Province/ Region
The Woodlands TX
Postal / Zip Code Country
77830 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
#16-080
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information. *

The Site is currently under construction as a single-family home
development. The sewer line crossings have been constructed as
permitted in the November 30, 2016, and September 10, 2018
submittals. The previously proposed stream crossings are being
eliminated due to construction costs. The proposed permanent
stream crossing impacts originally totaled 129 LF for two stream
crossings. The currently proposed permanent stream impacts total
129 LF for one stream crossing. The currently proposed stream
crossing was requested to reduce the height of the retaining wall to
improve maintenance costs and safety.
A site meeting was held with Mr. James Lastinger of the USACE on
6/21/2016 and PJD was issued on 8/11/2016. A stream and buffer
determination site meeting was held with Ms. Autumn Romanski
(formerly of NCDWR) on 4/8/2016 and with Ms. Stephanie Goss of
NCDWR on 12/1/2016. The buffer determination letters TPRRO# 16-
080 dated 4/18/2016 and 12/2/2016 summarize the determinations.
SAW-2016-01126: A 404 permit was issued on June 26, 2017, for
proposed impacts on the Site and for the offsite sewer line crossings
NCDWR #16-1180: 401 certifications and riparian buffer
authorizations were issued on March 16, 2017, and October 15,
2018, for proposed impacts on the Site and for the offsite sewer line
crossings.
Please give a couple of dates you are available for a meeting.
4/1/2021
4/2/2021
Please attach the documentation you would like to have the meeting about.
NCDWR (TPBRRO #16-396) Buffer
Determination for Hadleigh Sewer Line Corridor 4.73MB
4-18-2016.pdf
401 approval (DWR #20161180 Ver 2) for
131.91 KB
Cedar Creek 20181115.pdf
Hadleigh 401-certification approval (DWR #16-
1.84MB
1180).pdf
Hadleigh 404-verification approval (Action ID
8.65MB
#SAW-2016-01126).pdf
6 - Figure 1 USGS for Conyers Tract.pdf 489.25KB
7 - Conyers Tract Figure 2 Soils.pdf 436.02KB
Cedar Creek ConyersTract DWR #16-080
624.17KB
Buffer Determination 12-2-2016.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.

Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/18/2021

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Water Resources
ENVIRONMENTAL QUALITY
October 15, 2018
Gordon Conyers
687 Holden Road
Youngsville, NC 27596
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
DWR #16-1180 v2
Franklin County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE TAR-PAMLICO RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0259) WITH ADDITIONAL CONDITIONS
Hadleigh at Cedar Creek
Dear Mr. Conyers:
You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division) on September 10, 2018 with
payment received on September 11, 2018. The impacts are covered by the attached General
Water Quality Certification Number 4139 and the conditions listed below. This certification is
associated with the use of Nationwide Permit Number 29 once it is issued to you by the U.S.
Army Corps of Engineers (USACE). Please note that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This 401 Water Quality Certification and Authorization Certificate for DWR 16-1180 v2
replaces the 401 Water Quality Certification and Authorization Certificate for 16-1180 v1
dated March 16, 2017.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
- general conditions of the Certification, General Permit and/or Buffer Rules are met. No
other impacts are approved, including incidental impacts.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://pmYal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Hadleigh at Cedar Creek
DWR #16-1180 v2
401 AND BUFFER APPROVAL
Page 2 of 5
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
W1-Bridge/Land Clearing
0 (acres)
0.0135 (acres)
W2-Fill
0.0400 (acres)
0 (acres)
W3-Fill
0.0113 (acres)
0 (acres)
W4-Excavation
0 (acres)
0.012 (acres)
W5-Excavation
0 (acres)
0.0567 (acres)
W6-Excavation
0 (acres)
0.0466 (acres)
W7-Excavation
0 (acres)
0.0338 (acres)
Stream
51-Culvert
69 (linear feet)
0 (linear feet)
S2-Culvert
60 (linear feet)
0 (linear feet)
Buffers — Zone 1
B1-Road Crossing
0 (square feet)
1,497 (square feet)
B2-Road Crossing
4,048 (square feet)
0 (square feet)
B3-Road Crossing
0 (square feet)
1,424 (square feet)
B4-Road Crossing
4,989 (square feet)
0 (square feet)
B5-Road Crossing
0 (square feet)
1,675 (square feet)
B6-Road Crossing
3,545 (square feet)
0 (square feet)
Buffers — Zone 2
B1-Road Crossing
0 (square feet)
1,274 (square feet)
B2-Road Crossing
5,091 (square feet)
0 (square feet)
B3-Road Crossing
0 (square feet)
1,508 (square feet)
B4-Road Crossing
4,510 (square feet)
0 (square feet)
B5-Road Crossing
0 (square feet)
1,496 (square feet)
B6-Road Crossing
4,552 (square feet)
0 (square feet)
B7-Sewer Crossing
822 (square feet)
0 (square feet)
B8-Sewer Crossing
835 (square feet)
0 (square feet)
B9-Sewer Crossing
1,704 (square feet)
0 (square feet)
B10-Sewer Crossing
677 (square feet)
0 (square feet)
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by Franklin County and meet
the requirements of this Certification. The SMP may not be modified without prior written
authorization from the Franklin County. [15A NCAC 02H .0506(b)(3)]

Hadleigh at Cedar Creek
D W R #16-1180 v2
401 AND BUFFER APPROVAL
Page 3 of 5
3. The permittee shall report to the Raleigh Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including
but not limited to sediment impacts, and any violation of state regulated riparian buffer
rules [15A NCAC 02B .0200]. Information shall be provided orally within 24 hours (or the
next business day if a weekend or holiday) from the time the applicant became aware of the
circumstances. A written submission shall also be provided within 5 business days of the
time the applicant becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its causes; the period of noncompliance,
including exact dates and times, if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
6. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02H .0501 and .0502]
6. This approval and its conditions are final and binding unless contested:

Hadleigh at Cedar Creek
DWR #16-1180 v2
401 AND BUFFER APPROVAL
Page 4 of 5
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
Via the US Postal Service:
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604

Hadleigh at Cedar Creek
DWR #16-1180 v2
401 AND BUFFER APPROVAL
Page 5 of 5
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Tar -Pamlico Riparian Buffer Rules as described in 15A NCAC 02B .0259. Please contact
Stephanie Goss at 919-791-4256 or [e-mail] if you have any questions or
concerns. f
Sincerely,
Danny Smith
77,7
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 4139
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
DWR RRO 401 files
DWR RRO 401 & Buffer file via Laserfiche
Sean Clark via e-mail at [e-mail]

ROY COOPER
Water Resources
ENVIRONMENTAL QUALITY
March 16, 2017
Gordon Conyers
687 Holden Road
Youngsville, NC 27596
Gai ruo
MICHAEL S. REGAN
Set-J era„
S. JAY ZIMMERMAN
1 Nrecror
DWR # 16-1180
Franklin County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION AND TAR-PAMLICO RIPARIAN
BUFFER IMPACTS WITH ADDITIONAL CONDITIONS
Hadleigh at Cedar Creek
Dear Mr. Conyers:
You have our approval for the impacts listed below for the purpose described in your application
dated November 30, 2016, received by the Division of Water Resources (Division) on November
30, 2016, with subsequent information on February 15, 2017. These impacts are covered by the
attached Water Quality General Certification Number 3890 / Buffer Rules and the conditions
listed below. This certification is associated with the use of Nationwide Permit Number 29 once
it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any
other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)] and 15A
NCAC 02B .0259(8)]
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved (units)
Temporary
Stream
Site 1-Inset B
69 (linear feet)
0 (linear feet)
Site 2-Inset C
60 (linear feet)
0 (linear feet)
State of North Carolina Environmental Quality Water Resources
1617 Mail Service Center Raleigh, North Carolina 27699-1617
919 807 6300

Gordon Conyers
DWR# 16-1180
Page 2 of 4
Site 3-Inset D
0 (linear feet)
22 (linear feet)
404/401 Wetlands
Site 1-Inset A
0 (acres)
0.0135 (acres)
Site 2-Inset A
0.0400 (acres)
0 (acres)
Site 3-Inset C
0.0113 (acres)
0 (acres)
Site 4-Inset D
0 (acres)
0.1198 (acres)
Site 5-Inset E
0 (acres)
0.0165 (acres)
Site 6-Inset F
0 (acres)
0.0046 (acres)
Site 7-Inset G
0 (acres)
0.1655 (acres)
Buffers — Zone 1
Site 1-Inset A
0 (square feet)
1,497 (square feet)
Site 1-Inset A
4,048 (square feet)
0 (square feet)
Site 1-Inset B
0 (square feet)
1,424 (square feet)
Site 1-Inset B
4,989 (square feet)
0 (square feet)
Site 1-Inset C
0 (square feet)
1,675 (square feet)
Site 1-Inset C
3,545 (square feet)
0 (square feet)
Site 1-Inset D
554 (square feet)
0 (square feet)
Site 1-Inset H
53 (square feet)
0 (square feet)
Buffers — Zone 2
Site 1-Inset A
0 (square feet)
1,274 (square feet)
Site 1-Inset A
5,091 (square feet)
0 (square feet)
Site 1-Inset B
0 (square feet)
1,508 (square feet)
Site 1-Inset B
4,510 (square feet)
0 (square feet)
Site 1-Inset C
0 (square feet)
1,496 (square feet)
Site 1-Inset C
4,552 (square feet)
0 (square feet)
Site 1-Inset D
846 (square feet)
0 (square feet)
Site 1-Inset H
1,840 (square feet)
0 (square feet)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the
Certification/Authorization. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee. If
the property is sold, the new owner must be given a copy of this approval letter and
General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification/Buffer Authorization can be contested as provided in Articles 3 and 4 of General
Statute 150E by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH) within sixty (60) calendar days.

Gordon Conyers
DWR# 16-1180
Page 3 of 4
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx,
etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Tar -Pamlico Riparian Buffer Rules as described in 15A NCAC 02B .0259. Please contact
Jennifer Burdette at 919-807-6364 or [e-mail] if you have any questions
or concerns.
Sincerely,
amAt) cikk-stivka-
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
Enclosures: GC 3890

Gordon Conyers
DWR# 16-1180
Page 4 of 4
cc: Sean Clark, Sage Ecological Services, Inc. (via [e-mail])
USACE Raleigh Regulatory Field Office
DWR 401 & Buffer Permitting Branch file
Filename: 161180HaleighatCedarCreek(Franklin)_401_GC_TAR.docx

Copyright:© 2013 National Geographic Society, i-cubed
WAKE
FRANKLIN
NASH
GRANVILLE
DURHAM
VANCE WARRENPERSON
JOHNSTON WILSON
CHATHAM
Map Location Figure 1USGS Topographic Map
Project Study Area
Sage Ecological Services
Office: 919-335-6757
Cell: 919-559-1537
0 1,000 2,000 3,000 4,000500
Feet
Conyers Tract
Sage Project #2016.03
Raleigh, NC
Franklinton Quadrangle
USGS Topography, December 2013
April 29, 2016 ³
Approximate location of
proposed offsite sewer coridor
U.S. A則MY CORPS OF HNGINEERS
WILMINGTON DISTRICT
Pemittee :
Address :
c⑬田Y
Action Id. SAW-2016101126　County: Franklin U.S.G,S. Q耽d: Franklinton
GENERAL PERMFT (REGIONAL AND NATIONWIDE) VERIFICATION
Gordon Convers
687 HoIden Road
Youngsvi∥e. North CaroIina 27596
Telephone Number:　　91 9-745JO284
Size (acres)　　　　　97 (ap。rOXimatelvI
Nearest Waterway Little River
USGS HUC O3020101
Nearest Town Youn蹄ville
River Basin PamIico
Coordinates Latitude: 36.031443
Longitude:一78.451 046
Location description: The:DrOiect site is Iocated:a叩roximate賞v O.1 miIe south of the Cedar Creek~rYoun岬on.
Description ofprQj∞tS area and activity: This:authorization is:岬
and wetlands associated w肌the construction ofa residential subdivision as folIow§: Crossing #1: Brid戴l (MaロInset A) 0.04
acre of Dermanent WetIand止り種ct a§SOOlated w皿the bridどe abutmeIlt and O.013 acre of te血DOrarv WetIflnd iml)aCt for
COn§truCtion access・ Crossing #2: CuIvert l m血D血§et B) 69-1血ear fbet of。ermanent血DaCt for仙e nstalhtion ofone (1) 69
1fRCP culvert. Crossing #3: Culvert #2 (MaD Inset C) 60-1inear feet ofDermanent imロact for the installation of one (1) 60 1f
論詰霊豊富霊精霊書誌豊富盈霊宝鵠繁霊黒岩常豊繁華
new sewer lIne. Cros血描5 U胱tv L血e Cross血色伽D Iuset E): 0.016 acre oftemロorarv wetIa中止pact for the instaIlation ofa new:sewer line・ Crossin岬
Of a new sewer line. Crossing # Ut皿v Line Crossing (MaD Inset G): 0.17 acre oftemporarv wetIand impact for the
installation of a new sewer line.
TotaI Project Imロacts:are::129 1f of permanent stream:impact岬
WetIand imDaCtS and O.30 acre oftemDOrarV Wetland imDaCtS.
Applical)le Law:図Section404 (Clean WaterAct, 33 USC 1344)
□ sections lO (RIvers and Ha血ors Act, 33 USC 403)
Authorization:　Regional General Pemit Number or Nationwide Pem血Number: NWP 29 Residential DeveIoDmentS.
SEE Ar場4CHED RGP or NWP GENERAL, REGJ(姻L AND SPEC乙4L CONDLHONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with仙e attached
COnditious and your §ubmitted application and attached information dated O2/15/2017 including additiona=nformation
Submitted on Apri1 4' 2017' Mav 16・ 2017 and June 6‘ 2017. Any vioIation of the attached cond崩on§ Or deviation from your
Submitted pIaus may subject the permittee to a stop work order, a reStOration order, a aaSS I administrative penalty, and/or
appropriate Iegal action.
This ve舶cation will remain valid until血e expiration date iden舶ed below unless the nationwide au血orization is modified,
SusPended or revoked. If prior to the expiration date ident脆ed below, the nationwide pemit authorization is reissued and/or
modified’皿s ver:脆cation will remain valid until the expiration date ident:脆ed below’PrOvided it ∞mPlies w肌all requirements of
the modified nationwide pem血Ifthe nationwide pem証au血orization expires or is suspended, reVOked, Or is modified, Such血at the
activity would no Ionger comply with血e tems and conditions of血e nationwide permit, aCtivities which have commenced (i.e., are
under construction) or are under contract to cormen∞ in reliance upon the nationwide pemit, Will remain authorized provided the
activity is completed within twelve months of the date of the nationwide pemit’s expiration, mOdification or revocation, unless
discretionary authority has been exereised on a case-by-Case basis to modify, SuSPend or revoke the authorization.
Activities subject to Section 404 (as indicated al’OVe) may also require an ind航dunl Section 401 Water Quality Certification. You
Should contact the NC Division ofWater Resouroes (telephone [phone]) to detem血e Section 40 1 requirements.
For activities occurring within血e twenty coastal counties su勘ect to regulation under the Coastal Area Management Act (CAMÅ),
Prior to beginning work you must contact the N.C. Division of Coastal Management in Elizabeth City, NC, at (252) 264-390 1.
This Depa血ent of the Amy verification does not relieve血e permittee of the responsibility to obtain any other required Federal,
State or local approvals/pemits.
If there are any questious regarding this verification, any Of the conditious of the Pemit, Or the Corps of Engineers regulatory
PrOgran, Please contact Andrew W皿am§ at [phone] or Andrew・[e-mail].
Corps Regulatory O綿cial:Date: June 26, 2017
Expiration Date of Verification: 03/18/2022
Determination of Jurisdiction:
A.図There are waters, including wetlands, On血e above described prQject area that may be subject to Section 404 of血e Clean
Water Act (CWA) (33 USC § 1344) and/or Section lO ofthe Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
detemination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
33 1). However, yOu may requeSt an apPrOVed JD, Which is an appealable action, by contacting the Coxps district for further
instruction. Please note, ifwork is authorized by either a general or nationwide pemit, and you wish to request an appeal of an
approved JD, the appeal must be received by the CoIPS and血e appeal process concluded prior to血e commencement of any work
in waters ofthe United States and prior to any work that could alter血e hydroIogy ofwaters of瓜e United States.
B. □ There are Navigable Waters of血e United States w皿in the above described prQject area subject to the pemit requirements of
Section lO ofthe Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of血e Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this detemination may be relied upon for a period not to
exceed five years from the date ofthis notification.
C. □ There are waters, including wetlands, Wi血in也e above described prqject area也at are s埋ect to the pemit requirements of
Section 404 ofthe Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this detemination may be relied upon for a period not to exceed five years from the date ofthis notification.
D. □ The j血sdictional areas within the above described prqject area have been identified under a previous action. Please reference
jurisdictional detemination issued　　. Action ID: SAW-
Basis For Determination: A preliminary jurisdictional determination for the project site was finaIized on Augu§t
ll, 2016 (SAW-2016-O1126)・ AIso, See the attached preliminary juri§dictionaI determination for the o請site uti萱ity impacts
dated June 26, 2017 (SAW-2016-01126).
Remarks: None
E.　Attention USDA Program Participants
This delineation/detemination has been conducted to identfty the limits of Corps ’Clean Water Act jurisdiction for血e particular site
identi魚ed in this request. The delineation/detemination may not be valid for the wetland conservation provisions ofthe Food Securdy
Act of 1 985. Ifyou or your tenant are USDA Program participants, Or anticipate participation in USDA programs, yOu Should request
a certified wetland detemination from the local o縦ce ofthe Natural Resources Conservation Service, Prior to starting work.
F.　Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
Cabove).
This correspondence constitutes an approvedjurisdiction detemination for the above described site. Ifyou object to this
detemination, yOu may requeSt an administrative appeal under Corps regulations at 33 CFR Part 33 1. EncIosed you will宜nd a
No舶cation of Appeal Process (NAP) fact sheet and request for appeal (RFA) fom. Ifyou request to appeal this detemination you
must submit a completed RFA fom to the following address:
US Amy Coxps ofEngineers
South Atlantic Division
A慣1: Jason Steele, Review O飾cer
60 Forsyth Street SW, Room lOM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Coxps, the Co重PS muSt detemline that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been re∞ived by the Division O触ce within 60 days ofthe date ofthe NAP. Should you
decide to submit an RFA fomらit must be reeeived at the above address by Not ApPIicabIe.
**It is not necessary to submit an RFA fom to the Division O縦ce ifyou do not object to血e detemination in this correspondence. **
。。串。担。叩絹地A幼心砿
Andrew WiIliams
D加e ofJD: 06/26/2017
Expiration Date ofJD: Does Not Expire
The Wilmington District is committed to providing the highest level ofsupport to the public. To help us ensure we
∞ntinue to do so, Please complete our Customer Satisfaction Survey, located online at
htto://corosmapu.usace.armv.mi]/cm apex/f?D=1 36 :4:0.
Copy fiinshed:
SeanClark
Sage EcoIogical Services,血c.
3707 Swift Drive
Raleigh, North Carolina 27606
Action ID Number: SAW-2016_01126 County: Franklin
Permittee:　　　　　Gordon Convers
Project Name:　　Convers Tract/687 Holden Road/Youn望SVille佃ranklin Countv
Date Verification Issued: June 26. 2017
Project Manager: Andrew WilIiams
Upon compIetion of the activity authorized by this pemit and any mitigation required by the pemit,
Sign this cert脆cation and retum it to the foIlowing address:
US ARMY CORPS OF ENGINEERS
ⅧMENGTON DISTRICT
Attn: Andrew Williams
3331 He正tiage Trade Drive, Suite lO5
Wake Forest, North Carolina 27587
Please note that your pemitted activity is subject to a compliance iuspection by a U. S. Army Corps of
Engineers representative・ FaiIure to comply with any terms or conditious of this authorization may
result in the Co叩S SuSPending, mOdify血g or revoki重賞g the authorization and/or issuing a Class I
administrative penaIty, Or initiating other appropriate IegaI action.
I hereby certify that the work authorized by the above referenced permit has been co血Pleted in
accordance with the tems and condition of the said permit) and required m班gation was completed in
accordance with the permit conditions.
Signature of Permittee
漢　　　　　　　　　　-　　　　　　-　’…“ト　-’富●’-’〇°“’…i’’●●’胴’..“●　●　●,
A:ENITIALPROFFEREDPERMIT:Youmayacceptorobjec=othepermit.
● ACCEPT:IfyoureceivedaStandardPemit,yOumaySignthepermitdocumentandretumittothedistrictengineerforfinal
authorization.IfyoureceivedaLetterofPermission(LOP),yOumayaCCePttheLOPandyourworkisauthorized.Your
SignatureontheStandardPermitoracceptanceoftheLOPmeansthatyouacceptthepemitinitsentirety,andwaiveall
rightstoappealthepemit,includingitstemsandconditions,andapprovedjurisdictionaldeteminationsassociatedwiththe
Pemit.
● OB肥CT:Ifyouo巧ecttothepemit(StandardorLOP)becauseofcertaintemsandconditionstherein,yOumayrequeSt thatthepermitbemodifiedaccordingly.YoumustcompleteSectionIIofthisformandretumthefomtothedistrict
engmeer.Youro切ectionsmustbereceivedbythedis正ctengineerwithin60daysofthedateofthisnotice,OryOuWill forfeityourrighttoappealthepemitinthe細山e.Uponreceiptofyourletter,thedistrictengineerwillevaluateyour
O切eCtionsandmay:(a)modifythepermittoaddressallofyourconcems,(b)modifythepemittoaddresssomeofyour
O切eCtions,Or(C)notmodifythepermithavingdeteminedthatthepemitshouldbeissuedaspreviouslywritten.After
evaluatingyouroqjections,thedistrictengineerwillsendyouapro飾eredpemitforyourreconsideration,aSindicatedin
SectionBbelow.
B:PROFFEREDPERMIT‥Youmayacceptorappealthepermit
● ACCEPT:IfyoureceivedaStandardPemit・yOumaySignthepemitdocumentandretumittothedistrictengineerforfinal
authorization・IfyoureceivedaLetterofPemission(LOP),yOumayacCePttheLOPandyourworkisauthorized.Your
SignatureontheStandardPemitoracceptanceoftheLOPmeansthatyouacceptthepemitinitsentirety,andwaiveall
rightstoappealthepemit,includingitstemsandconditions,andapprovedjurisdictionaldeteminationsassociatedwiththe
Pemit.
● APPEAL:Ifyouchoosetodeclinethepro稿eredpemit(StandardorLOP)becauseofcertaintemsandconditionstherein,
youmayappealthedeclinedpemitundertheCoIPSOfEngineersAdministrativeAppealProcessbycompletingSectionHof thisfomandsendingthefomtothedivisionengineer.Thisformmustbereceivedbythedivisionengineerwithin60days Ofthedateofthisnotice.
C:PERMITDENRAL:YoumayappealthedenialofapemitundertheCorpsofEngineersAdministrativeAppealProcessby COmPletingSectionIIofthisformandsendingtheformtothedivisionengineer.Thisfommustbereceivedbythedivision
englneerWithin60daysofthedateofthisnotice.
D:APPROVEDJURTSDICTIONALDETERMINATION:YoumayacceptorappealtheapprovedJDorprovidenew infomation.
.ACCEPT:YoudonotneedtonotifytheCorpstoacceptanapprovedJD.FailuretonotifytheCoIPSWithin60daysofthe dateofthisnotice’meanSthatyouaccepttheapprovedJDinitsentirety,andwaiveallrightstoappealtheapprovedJD.
●APPEAL:IfyoudisagreewiththeapprovedJD,yOumayaPPealtheapprovedJDundertheCoxpsofEngineers AdministrativeAppealProcessbycompletingSectionIIofthisfomandsendingthefomtothedistrictengineer・皿sfom mustbereceivedbythedivisionengineerwithin60daysofthedateofthisnotice.
E: PRELIMINARY JURTSDICTIONAL DETERMENATION: You do not need to respond to the Corps regarding the
Preliminary JD. The Preliminary JD is not appealable・ Ifyou wish, yOu may requeSt an aPPrOVed JD (which may be appealed),
by contacting the Corps district for fu血er instruction. AIso you may provide new infomation for further consideration by the
Corps to reevaluate the JD.
￣￣￣　￣　￣　　　　　　　　　　　　　　　　　　￣　　　　　　　　-　　￣l l　∵ l-￣l￣￣￣l￣ ’￣’1「￣’¶￣　　　　￣￣￣’￣￣￣￣　￣￣￣　￣￣￣￣￣ll￣￣--　　　　￣“「￣-’l’“’￣““￣￣￣ -￣.「￣「、〇〇二’†’二±青▼|-￣“_￣￣￣ト「▲￣-1u‘‘」「￣、′￣一、l￣￣￣^-.「￣′’￣￣’「-.〇、⊥’￣、′ヽ」￣
OR OBJECTIONS: @escribe your reasons for appealing the decision or your objections to an initialREASONS FOR APPEAL
PrO節ered pemit in clear concise statements. You may attach additional infomation to this fom to clarify where your reasons or
Objections are addressed in血e administrative record.)
ADDITIONAL ENFORMATION: The appeal is limited to a review ofthe administrative record, the Corps memorandum for the
record ofthe appeal conference or meeting, and any supplemental information that the review o珊cer has detemined is needed to
Clarify the administrative record・ Neither the appellant nor the Corps may add new infomation or analyses to the record.
However, yOu may PrOVide additional infomation to clarify the location of infomation that is already in the administrative
record.
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer) WiImington Regulatory Division) Attn:
Andrew WiIIiams
3331 Heritiage Trade Drive, Suite lO5
Wake Forest, North Carolina 27587
Ifyou only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review O飾cer
CESAD-PDO
U"S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-880 1
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right ofentry to Coxps ofEngineers persomel, and any goverment
COnSultants, tO COnduct investigations ofthe prqiect site during the course ofthe appeal process. You will be provided a 15 day
Of any site investigation, and will have the oOrtunity to articipate in all siteinvestigati ons ,
Telephone number:
S ignatureOf appellant or agent.
Fbr Pem祝enia勾, Pr錘nd Pem聴“nd A脚rOVed J‘,雇dictional Dete脇巌afわns send !極力m Jo:
Division Engineer, Commander, U.S. Army Engineer Division) South AtIantic) Attn: Mr. Jason Steele) Administrative AppeaI
O綿cer) CESAD-PDO) 60 Forsyth StreetタRoom 10M15? Atlanta) Georgia 30303-8801
Phone: [phone]
PRELIMINARY JURTSDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND珊ORMATI ON
A. REPORT COMPLETION DATE FORPJD: June 26, 2017
B. NAMEAND ADDRESS OF PERSON REQUESTENG PJD: Sean Cla]庇, 3707 Swift Drive, NC 27605.
C・ DISTRICT OFFICE? F皿E NAMEタAND NUMBER: Wilmington, Conyers Tract1687 Holden
Road/Youngsville仲ranklin County, SAW-20 1 6-O 1 1 26
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:皿e prQject site is Iocated approximately O.l
mile sou血ofthe Cedar Creek, Hicks Road intersection near Youngsville, Franklin Co皿ty, North Caro血a and is iden軸一
as the Hadleigh at Cedar Creek Subdivision. This PJD is for 3 of鴇ite wetland areas associated with the proposed u皿ty lil
for this prQject and includes I wetland from the prQject site Wetland 60-63 that was not included in the PJD that was
finalized on August l l, 2017" This JD only includes the portious ofwetlands that are proposed for impacts associated wit]
the June 26, 2017 NWP 29 verification.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Franklin City: Franklinton
Center ∞Ordinates of site (la肌ong in degree d∞inlal format): Lat. : 36.03 1443 O Long. :一78.45 10460
Universal Transverse Mercator:
Name of nearest waterbody: Little River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
因O飾ce @esk) Detemination. DateJ皿e 24, 2017
□ Field Determination. Date(S): NA
TABLE OF AQUATIC RESOURCES INREVIEWAREA WHICH一一MAY BE一一SUBJECT TO REGULATORY
JURT S D IC TION.
Site Latitude(decimal Longitude Estimatedamountof Typeofaquatic Geographicauthorityto
Nunmber de釘eeS) (decinaldegrees) aquaticresourcesin resources(i.e., Whichtheaquaticresource
revleWarea(acreage wetlandvs.non- “maybe”subject(i.e.,
andlinearfeet,if Wetlandwaters) Section404orSection
applicable 10/404)
W60-63 36.031881, -78.448056 0.01acre Wetl弧d Section404
Wetland 100-301 (sewerline 血setG) 36.035431, -78.437752 0.17acre Wetland Section404
Wetland 200-213 (SeWerline 血setF) 36.035431, -78.437752 0.004acre Wetland Section404
Wetland 400-407 (SeWerl血e 血setE) 36.032552, -78.441921 0.O16acre Wetland Section404
1) The Coaps of Engineers believes that there may bejurisdictional aquatic resources in the
revleW area, and the requestor ofthis PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an infomed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a pemit applicant obtains an individual pemit, Or a Nationwide
General Permit aVWP) or other general pemit verification requiring一一pre- COnStruCtion
no舶cation’一a,CN), Or requeStS Ver脆cation for a non-rePOrting NWP or other general pemit,
and the pemit applicant has not requested an AJD for the activity, the pemit applicant is
hereby made aware that: (1) the pemit applicant has elected to seek a pemit authorization
based on a PJD, Which does not make an o飾cial detemination ofjurisdictional aquatic
resources; (2) the applicant has the option to request anAJD before accepting the tems and
COnditions ofthe pemit authorization’and that basing a pemit authorization on an AJD could
POSSibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the tems
and conditions ofthe NWP or other general pemit authorization; (4) the applicant can accept
a pemit authorization and thereby agree to comply with all the tems and conditions ofthat
Pemit, including whatever mitigation requirements the Corps has detemined to be necessary;
(5) undertaking any activity in reliance upon the subject pemit authorization without
requesting an AJD constitutes the applicant’s acceptance ofthe use ofthe PJD; (6) accepting a
Pemit authorization (e.g., Signing a proffered individual pemit) or undertaking any activfty in
reliance on any fom of Co坤s pemit authorization based on a PJD constitutes agreemem that
a11 aquatic resources inthe review area a節ected in any way bythat activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative orjudicial
COmPliance or enforcement action, Or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a PrO節ered individual pemit (and a11 terms and
COnditions contained therein), Or individual permit denial can be administratively appealed
PurSuant tO 33 C.F.R. Part 331. If; during an administrative appeal, it becomes appropriate to
make an o能cial detemination whether geographic jurisdiction exists over aquatic resources
in the review area, Or tO PrOVide an o飾cial delineation ofjurisdictional aquatic resources in
the review area, the Coxps wi11 provide anAJD to accomplish that result, as SOOn aS is
PraCticable. This PJD finds that there ′履y be′′ waters ofthe U.S. and/or that there ′励ey be′′
navigable waters ofthe U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for PJD (Check aIl that appIy)
Checked items should be included in su巧ect創e. Appropriately reference sources below where
indicated for all checked items:
図Maps, Plaus, PIots or plat submitted by or on behalfofthe PJD requestor:
Map : Sa鯵Envirormental
図Data sheets prepared/submitted by or on behalf ofthe PJD requestor.
図O節ce concurs with data sheets/delineation report.
□ O蹄ce does not concur with data sheets/delineation report. Rationale:
□ Data sheets prepared by the Corps:
□ Corps navigable waters- study:
□ u.s. GeoIogical Survey Hydrologic Atlas:
区i usGS NHD data.
□usGS 8 and 12digit HUC maps.
図U.S" GeoIogical Survey map(s). Citescale & quad name: 1 :24000; Franklinton
図Natural Resources Conservation Service Soil Survey. Citation: USACE ArcView digital Soils Map
図National wetlands inventory map(S). Cite name: USACE ArcView digital NWI maロ
□ State/local wetland inventory map(s) :
図FEMA佃IRMmaps: USACE ArcView digital FEMA Firm　_
□ 100-year FIoodplain Elevation is:　　　orational Geodetic Vertical Datum of 1 929)
図Photographs:図Aerial (Name & Date): umaned and undated: ArcGIS basemap
Or □Other (Name & Date):
図Previous determination(s). File no. and date of response letter: SAW-2016-01 126 from August l l. 2016
□ Other information (please specify):
工MPORTANT NOTE: TIle information recorded on this fbrm has not nece§§arilv been
yeri範ed bv the Corps and §houId not be relied upon for later iurisdictional
d etermina慣on§.
フ勿￣フ
Signature and date of Regulatory
Staff member completing PJD
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable) 1
1 Districts may establish timeframes for requester to retrm signed PJD foms. Ifthe requester does not respond within the
established time frame’the district may presume conc皿enCe and no additional follow up is necessary prior to finalizing
an action.
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20'
30'
20'EX. 60' RIGHT OF WAY10' WIDE RIGHT OF WAYDEDICATIONEXISTING WETLANDS (TYP OF HATCHED AREA)PROPOSED OFF-SITE SANITARYSEWER LINE EXTENSIONN/FWW PROPERTIES & RENTALS, LLCPIN# 1863-11-8791D.B. 2000, PAGE 824B.M. 2004, PAGE 39018. 8 ACZONED: R 8DICKENS DAWN H TRUSTEEPIN: 1863-32-5388161 ACDB 1833 PG 893ZONING: R 8JAMES T MOSS, JRPIN: 1863-01-65530.63 ACDB 913 PG 270ZONING: R AJAMES T MOSS, JRPIN: 1863-01-884811.55 ACDB 1276 PG 599ZONING: R AMOSS JAMES T JR AND SUSAN CPIN: 1863-00-288110.31 ACDB 2019 PG 744ZONING: R850'20'C-IP.1831-15FOR REVIEW ONLY-NOT FOR CONSTRUCTIONPLAN IS SUBJECT TO REVISIONS DURINGTHE CONSTRUCTION APPROVAL PROCESSFLOOD INFORMATIONTHE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE ASDEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720183300JDATED APRIL 16, 2013.NOTE:1. CULVERT BOTTOM TO BE BURIED 1FT BELOWSTREAM BED.F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 Impact Maps Onsite.dwg Jan 31, 2017 - 3:22pm BY:User1
HADLEIGH AT CEDAR CREEK - PHASE 1CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWVRGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQVVQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ5RCWNFKPI 0QTTKU2#WRQPTGSWGUV5RCWNFKPI 0QTTKU2#6*+5&4#9+0)+56*'2412'46;1(
100 FP100 FP 100 FP 100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP20'30'20'30'IP.2831-156*+5&4#9+0)+56*'2412'46;1(5RCWNFKPI 0QTTKU2#CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWVRGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQVVQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ5RCWNFKPI 0QTTKU2#WRQPTGSWGUVFOR REVIEW ONLY-NOT FOR CONSTRUCTIONPLAN IS SUBJECT TO REVISIONS DURINGTHE CONSTRUCTION APPROVAL PROCESSFLOOD INFORMATIONTHE OFFSITE SANITARY SEWER EXTENSION IS LOCATED WITHIN A SPECIAL FLOODHAZARD ZONE AS DEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720186200JDATED APRIL 16, 2004.F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 IP.2.dwg Jan 31, 2017 - 3:21pm BY:User1
HADLEIGH AT CEDAR CREEK - PHASE 1 100 - YEAR FLOOD PLAIN (TYP)PROPOSED OFF-SITE SANITARY SEWER EXTENSIONTO TIE-IN AT EXISTNG SEWER MHPROPOSED SANITARY SEWER LINE100 - YEAR FLOOD PLAIN50' RIPARIAN BUFFER (TYP)50' RIPARIAN BUFFER (TYP)EX. WETLANDS(TYP OF HATCHED AREA)TEMPORARY WETLAND IMPACT (SEE INSET F)TEMPORARY WETLAND IMPACT (SEE INSET E)PERMANENT WETLANDIMPACT (SEE INSET G)PERMANENT RIPARIAN IMPACT(SEE INSET H)UNBUFFEREDCHANNELPERMANENT RIPARIAN BUFFERIMPACT (SEE INSET I)
TEMPORARY IMPACTS
PERMANENT IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,497 SF (0.03AC)
ZONE 2 - 1,274 SF (0.03AC)
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 4,048 SF - (0.09AC)
ZONE 2 - 5,091 SF (0.1AC)
TEMPORARY WETLAND IMPACTS - 588 SF (0.13AC)
PERMANENT WETLAND IMPACT - 1,744 SF (0.04AC)
PERMANENT STREAM IMPACT - 0 LF
INSET A - BRIDGE 1
PERMANENT ZONE 2 - 2,345SF
PERMANENT ZONE 2 - 2,746SF
PERMANENT ZONE 1 - 4,048SF
TEMPORARY ZONE 2 - 365SF
TEMPORARY ZONE 2 - 215SF
TEMPORARY ZONE 2 - 174SFTEMPORARY ZONE 2 - 520SF
TEMPORARY ZONE 1 - 712SF
TEMPORARY ZONE 1 - 785SF
WING WALL AT STREAM
CROSSING - BY OTHERS
(TYP BOTH SIDES OF ROAD)
30FT ZONE 1 RIPARIAN
20FT ZONE 2 RIPARIAN
BRIDGE OVER STREAM
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET A - BRIDGE 1
EXISTING STREAM
INSET A - BRIDGE 1
TEMPORARY WETLAND IMPACT 346 SF
EXISTING WETLAND
PERMANENT WETLAND IMPACT 1744 SF
TEMPORARY WETLAND
IMPACT 242 SF
INSET B - CULVERT 1
TEMPORARY IMPACTS
PERMANENT IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,424SF (0.03)
ZONE 2 - 1,508SF (0.03AC)
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 4,989SF - (0.11AC)
ZONE 2 - 4,510 (0.1AC)
TEMPORARY WETLAND IMPACT - N/A
PERMANENT WETLAND IMPACT - N/A
PERMANENT STREAM IMPACT - 69LF
INSET B - CULVERT 1
HEAD WALL AT STREAM
CROSSING - BY OTHERS
(TYP BOTH SIDES OF ROAD)
30FT ZONE 1 RIPARIAN
20FT ZONE 2 RIPARIAN
TEMPORARY ZONE 2 - 350SF
TEMPORARY ZONE 1 - 782SF
TEMPORARY ZONE 2 - 324SF
TEMPORARY ZONE 2 - 264SF
TEMPORARY ZONE 2 - 570SF
TEMPORARY ZONE 1 - 642SF
PERMANENT ZONE 2 - 2,172SF
PERMANENT ZONE 1 - 4,989SF
PERMANENT ZONE 2 - 2,338SF
69 LF RCP CULVERT 2
PERMANENT STREAM IMPACT - 69LF
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET B - CULVERT 1
STREET E
INSET C - CULVERT 2
TEMPORARY IMPACTS
PERMANENT IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,675SF (0.04AC)
ZONE 2 - 1,496SF (0.037AC)
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 3,545SF - (0.08AC)
ZONE 2 - 4,552 (0.1AC)
TEMPORARY WETLAND IMPACT - N/A
PERMANENT WETLAND IMPACT - 491SF (0.01)
PERMANENT STREAM IMPACT - 60LF
INSET C - CULVERT 2
PERMANENT ZONE 1 - 3,545SF
TEMPORARY ZONE 2 - 279SF
PERMANENT ZONE 2 - 2,417SF
TEMPORARY ZONE 2 - 290SF
TEMPORARY ZONE 2 - 474SF
TEMPORARY ZONE 2 - 453SF
TEMPORARY ZONE 1 - 897SF
TEMPORARY ZONE 1 - 778SF
PERMANENT WETLAND
IMPACT - 491SF
HEAD WALL AT STREAM
CROSSING - BY OTHERS
(TYP BOTH SIDES OF ROAD)
30FT ZONE 1 RIPARIAN
20FT ZONE 2 RIPARIAN
PERMANENT
ZONE 2 - 2,135SF
60 LF 5' DIAMETER RCP CULVERT 2
PERMANENT STREAM IMPACT - 60LF
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET C - CULVERT 2
Match LineMatch LineMatch LineF:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 Impact Maps Onsite.dwg Feb 14, 2017 - 4:24pm BY:User1PERMANENT ZONE 2 - 421 SF
PERMANENT ZONE 1 - 264 SF
PERMANENT ZONE 2 - 425SF
40 LF BORE AND JACK BENEATH STREAM
TEMPORARY IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 554 SF (0.01 AC)
ZONE 2 - 846 SF (0.02 AC)
TEMPORARY WETLAND IMPACT - 4,782 SF
INSET D - STREAM CROSSING 4
EXISTING WETLANDS
(TYP OF HATCHED AREA)
EXISTING STREAM
TEMPORARY WETLAND
IMPACT - 4,286 SF
PERMANENT
UNBUFFERED CHANNEL
IMPACT - 22LF
UNBUFFERED CHANNEL
PERMANENT UNBUFFERED CHANNEL IMPACT - 22LF
INSET D - STREAM AND UNBUFFERED CHANNEL IMPACT
TEMPORARY WETLAND IMPACT - 496 SF
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET D - STREAM AND
UNBUFFERED CHANNEL IMPACT
PERMANENT ZONE 1 - 290 SF
30FT ZONE 1 RIPARIAN
20FT ZONE 2 RIPARIAN
100 FP100 FP100 FPTEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 718 SF
INSET E - TEMPORARY WETLAND IMPACT
INSET E - TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
(TYP OF HATCHED AREA)
50' RIPARIAN BUFFER
TEMPORARY WETLAND
IMPACT - 718 SF
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET E -
TEMPORARY WETLAND IMPACT
100 FP100 FP100 FP100 FP100 FPTEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 200SF
INSET F - TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
(TYP OF HATCHED AREA)
50' RIPARIAN BUFFER
TEMPORARY WETLAND
IMPACT - 157 SF
TEMPORARY WETLAND
IMPACT - 43 SF
INSET F - TEMPORARY WETLAND IMPACT
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET F -
TEMPORARY WETLAND IMPACT
100 FP100 FP100 FP100 FPTEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 7,211SF
INSET G - TEMPORARY WETLAND IMPACT
INSET G - TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
(TYP OF HATCHED AREA)
50' RIPARIAN BUFFER
TEMPORARY WETLAND
IMPACT - 7,211SF
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET G -
TEMPORARY WETLAND IMPACT
100 FP100 FP100 FP100 FPPERMANENT IMPACTS
PERMANENT ZONE 1 RIPARIAN IMPACT- 53 SF
INSET H - PERMANENT RIPARIAN IMPACT
20' ZONE 2 RIPARIAN BUFFER
PERMANENT ZONE 2 RIPARIAN
IMPACT - 1,840 SF
INSET H - PERMANENT RIPARIAN IMPACT
FRANLIN COUNTY, NC
SCALE: 1" = 40'
INSET H -
PERMANENT RIPARIAN IMPACT
30' ZONE 1 RIPARIAN BUFFER
EXISTING STREAM
PERMANENT ZONE 2 RIPARIAN IMPACT- 1,840 SF
PERMANENT ZONE 1 RIPARIAN
IMPACT - 53 SF
FRANLIN COUNTY, NC
SCALE: NTS
STREAM CULVERT DETAIL
STREAM CULVERT DETAIL
RCP CULVERT PIPE
RCP CULVERT PIPE TO BE BURIED IN STREAM
BED TO ALLOW FOR AQUATIC PASSAGE
(SEE NOTES BELOW)
STREAM BED
WATER LEVEL
INVERT
NOTES:
1.CULVERTS GREATER THAN 48 INCHES IN DIAMETER SHALL BE BURIED ATLEAST 1' BELOW THE
BED OF THE STREAM.
2.CULVERTS 48 INCHES OR LESS IN DIAMETER SHALL BE BURIED BELOW THE NATURAL STREAM
BOTTOM TO PROVIDE FOR AQUATIC PASSAGE DURING DROUGHT OR LOW FLOW CONDITIONS.
WAKE
NASH
FRANKLIN
GRANVILLE
VANCE WARREN
WILSON
HALIFAX
JOHNSTON
DURHAM
Map Location Figure 2NRCS Soils Map
Project Study Area
Hadleigh at Cedar Creek
Sage Project #2016.03
Raleigh, NC
Franklin County Soil Survey
Sheet 9
November 16, 2016
0 550 1,100 1,650 2,200275
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537³
Approximate location of
proposed offsite sewer coridor
Water Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
Gone rtor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Mr. Tom Spaulding
972 Trinity Road
Raleigh, NC 27607
April 18, 2016
Subject: Surface Water Determination Letter
TPRRO# 16-080
Franklin County
Determination Type: Buffer
Buffer Call
Isolated or E1P Call
❑ Neuse (15A NCAC 2B
.0233)
® Tar -Pamlico (15A NCAC
2B .0259)
❑ Jordan (15A NCAC 2B
.0267)
® Ephemeral/Intermittent/Perennial
Determination
❑ Isolated Wetland Determination
Project Name:
Cedar Creek Rd- Conyers Tract
Location/Directions: Subject property is private land owned by Wayne Conyers.
Consultant requested a buffer determination for the property.
Subject
Stream:
UT to Cedar Creek — Tar Pamlico River Basin
Determination Dates: 04/8/2016 Staff: Autumn Romanski
Nr--thCaro 'na
Naturally
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwatergualitv.orq Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper

Feature
EIIIP*
Not
Subject
to Tar-
Pam
Buffer
Rule
Subject
To Tar-
Pam
Buffer
Rule
Startle
Stop,
Soil
Survey
USGS
Topo
SA
P
X
Off Property
Throughout
X
X
Project
Boundary
provided
by the
consultant
SB
P
X
Off Property
To
X
Confluence
of Feature
SA
SC
P
X
Confluence of
SD
Confluence
of SA
X
SD
I/P Start
X
DWR Flag
Approx.
Confluence
of SA
x
36.031628
-78.453873
SE
I/P Start
X
DWR Flag
Approx.
Confluence
of SA
X
36.031540
-78.45238
SF
E
X
Throughout
Project
X
Project
Boundary
provided by
the consultant
Boundary
provided
by the
consultant
SG
E
X
Throughout
Project
X
Project
Boundary
provided by
the consultant
Boundary
provided
by the
consultant
*E/I/P = Ephemeral/Intermittent/Perennial
jPag e

Explanation: The feature(s) listed above has or have been located on the Soil Survey of
Franklin, County, North Carolina or the most recent copy of the USGS Topographic map at a
1:24,000 scale. Each feature that is checked "Not Subject" has been determined not to be a
stream or is not present on the property. Features that are checked "Subject" have been located
on the property and possess characteristics that qualify it to be a stream. There may be other
streams located on your property that do not show up on the maps referenced above but, still may
be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division
of Water Resources (DWR).
This on -site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWR or
Delegated Local Authority may request a determination by the Director. An appeal request
must be made within sixty (60) days of date of this letter or from the date the affected party
(including downstream and/or adjacent owners) is notified of this letter. A request for a
determination by the Director shall be referred to the Director in writing If sending via US
Postal Service c/o Karen Higgins DWR — 401 & Buffer Permitting Unit 1617 Mail Service
Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx, etc.) Karen
Higgins DWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days.
The owner/future owners should notify the Division of Water Resources (including any other
Local, State, and Federal Agencies) of this decision concerning any future correspondences
regarding the subject property (stated above). This project may require a Section 404/401 Permit
for the proposed activity. Any inquiries should be directed to the Division of Water Resources
(Central Office) at (919)-807-6300, and the US Army Corp of Engineers (Raleigh Regulatory Field
Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Autumn Romanski
at [phone].
tfully,
Danny Srr ith
Regional Supervisor
cc: RROISWF File Copy
ec: sclark(a7sepiengineering.com
r)(
3(Page

Conyers Tract
USGS Map
EN 15.050.00
Franklinton Quadrangle
Franklin County. NC
Date: 11 /11 /2015
1 inch = 2,000 feet
a SEPI
C ENIEERINGO:
CONGSNTRUCTIN

0.4
Conyers Tract
Soil Survey Map
EN 15.050. 00
Franklinton Quadrangle
Franklin County, NC
Date- 11/11/2015
5aee- 0111?-010 56f1 411)1644,(1)

e
E
x
O

Celebrating 15 liars
SEPI
CNOINCERINI&
CONSTRUCTION
April 11, 2016
Spaulding & Norris, PA
Attn: Tom Spaulding
972 Trinity Road
Raleigh, NC 27607
RE: NC Division of Water Resources Stream and Riparian Buffer Site Meeting
Conyers Tract
Youngsville, Franklin County, NC
SEPI Project #EN 15.050
Dear Mr. Lynch,
SEPI Engineering & Construction (SEPI) staff met with Ms. Autumn Romanski of the NC Division
of Water Resources (DWR) on April 8 2016, on the +I- 97-acre property referenced above. The
intent of the site meeting was to obtain DWR's confirmation of the stream and riparian buffer
determinations made by SEPI staff. The following table describes the results of that field meeting.
Feature
E/1/P
Subject
to
Buffers
Start @
Stop @
Soil Survey
USGS Topo
SA
P
Yes
Off
property
(southern
PL)
Throughout
property
Y
Y
SB
P
Yes
Off
property
(southern
PL)
Confluence
with SA
Y
N
SC
P
Yes
Confluence
with SD
Confluence
with SA
Y
N
SD
P
No
SD-01
Confluence
with SA
N
N
SE
P
No
SE-01
Confluence
with SA
N
N
SF
E
No
Y
N
SG
E
No
Y
N
Ms. Romanski will be providing a letter describing the site meeting determinations. If you have any
questions, please contact me via email at sclark(senienaineering.com or call me at (919) 573-
9931.
R,rspectfully s_ itted:
can Clark
Environmental Division Manager
Attachments: NCDWR Site Meeting Results Map (Figure 3a)
1025 Wade Avenue I Raleigh, NCI 27605 I Phone: [phone] I Fax: [phone]
sepiengineering.com I @SEPlengineers