20161180 Ver 3_ePCN Application_20210507

ECOLOGICAL
SERVICES
EST. It 2016
May 7, 2021
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Ms. April Norton
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Ms. Stephanie Goss
512 N. Salisbury Street
Raleigh, NC 27604
Re: Hadleigh at Cedar Creek (Formerly Conyers Tract)
Request for Revised NWP 29, GC 4526, & Riparian Buffer Authorization
Sage Project #2016.03
On behalf of LGI Homes NC, LLC, (applicant & owner), please find attached a complete application and
supplemental information requesting written concurrence from the US Army Corps of Engineers (USACE) that
the activities associated with the proposed development of the Hadleigh at Cedar Creek (Project) may proceed
under Nationwide Permit (NWP) 29 and General Certification 4526 (GC 4526).
Project Purpose and Location
The Project includes the construction of a single-family residential subdivision proposed to meet demand for
housing in the area. The +/-85.91-acre project is located on Cedar Creek Road +/-0.6 mile north of East Main
Street/Tarboro Road in Youngsville, Franklin County, NC. The coordinates of 36.0310°N, 78.4511 °W generally
correspond to the center of the Site.
Project Detail
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. General land use
in the vicinity includes forested, undeveloped tracts, agricultural and pastureland, and rural residential.
The proposed impacts result from one road crossing and a sewer line crossing on the primary property and sewer
crossings of wetlands and buffers off of the property within a corridor connecting to existing lines to the north.
Heavy equipment typically used for utility installation projects (e.g., back hoes, bull -dozers, etc) will be utilized.
No federally threatened or endangered species are listed to occur within 1 mile of the Project according to the
NC Natural Heritage Program (NHP) Database (see attached report dated April 26, 2021).
The Conyers House (FK0823) is a "Surveyed Only (SO)" property listed on the Site. The Conyers House (c.
1800) is described as a 1-story hip roof frame Greek Revival house. Twenty-three additional properties are listed
within 1.0 mile of the Site based on a query of the GIS files from NCSHPO. Twenty-one properties are designated
"SO," two properties are designated as "SO -Gone," and one property is designated as "Study List."
Project History
Sage Ecological Services, Inc. (Sage) completed a detailed wetland and stream delineation on the subject
property in April 2016. A site meeting was held with Mr. James Lastinger of the USAGE on 6/21/2016 and PJD
Hadleigh at Cedar Creek (Formerly Conyers Tract) Page 1 of 2

was issued on 8/11/2016. Stream and buffer determination site meetings were 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. A permit
application was submitted to the NCDWR and USACE and was approved with NCDWR #16-1180 and SAW-
2016-01126 respectively.
Avoidance and Minimization
The previously proposed stream crossings in the southern portion of the Site 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 140 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.
Construction fencing will be used to define the construction corridor and prevent any accidental additional
impacts. The Project will be phased so as to prevent large areas of land disturbance that could contribute to
sediment runoff into the streams and wetlands.
Project Impacts
Total permanent wetland impacts due to the installation of a box culvert for a road crossing are 0.01 acre. No
temporary wetland impacts are proposed. Proposed permanent stream impacts due to culvert installation total
140 LF. Proposed temporary stream impacts due to dewatering for the culvert installation total 9 LF. Proposed
permanent riparian buffer impacts in Zone 1 = 9,175 sf (0.211 ac.) and in Zone 2 = 5,952 sf (0.137 ac.) for the
road crossing. Proposed temporary riparian buffer impacts in Zone 1 = 485 sf (0.011 ac.) for the road crossing.
Mitigation
The proposed impacts to streams and wetlands are below thresholds requiring mitigation. The proposed impacts
to riparian buffers are "Allowable Upon Authorization" per the Table of Uses.
If you have any questions, please call me at [phone].
Sincerely,
Kim Hamlin
Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3-Wetland & Stream Sketch Map
Figure 4-NCSHPO Map
NCDWR Buffer Determination Letters (TPRRO #16-080) (4-18-2016 & 12-2-2016)
SAW-2016-01126 Approved PJD (08-11-2016)
USACE Approved NWP 29 (6-26-2017)
NCDWR 401 Water Quality Certification and Riparian Buffer Impact Authorizations (#16-1180) (3-16-2017) &
(#16-1180 v2) (10-15-2018)
NCNHP Database Report
Impact Maps (2 sheets)
Hadleigh at Cedar Creek (Formerly Conyers Tract) Page 2 of 2

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
C No
Is this project a public transportation project?*
CYesr No
Change cnly 1 needed.
BIMS # Assigned* Version#*
20161180 3
Is a payment required for this project?*
No payment required
�- Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
Hadleigh at Cedar Creek (formerly Conyers Tract)
la. Who is the Primary Contact?*
Sean Clark
lb. Primary Contact Email:*
[e-mail]
Date Submitted
5/7/2021
Nearest Body of Water
Cedar Creek
Basin
Tar -Pamlico
Water Classification
C;NSW
Site Coordinates
Latitude:
36.0310
Pre -Filing Meeting Information
ID#
20161180
Pre -fling Meeting or Request Date*
3/18/2021
Longitude:
-78.4511
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
What amout is owed?*
F $240.00
$570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lc. Primary Contact Phone:*
[phone]
Version
3
56KB
A. Processing Information
County (or Counties) where the project is located:
Franklin

Is this a NCDMS Project
C- Yes f No
Is this project a public transportation project?*
C- Yes f No
la. Type(s) of approval sought from the Corps:
7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
C- No
Please provide the date of the previous submission.*
9/10/2018
1b. What type(s) of permit(s) do you wish to seek authorization?
I7 Nationwide Permit (NWP)
r Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
6 Yes C No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
I7 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
CYes 6'No
I— 401 Water Quality Certification - Express
17 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C- Yes f No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C' Yes C No
Acceptance Letter Attachment
lh. Is the project located in any of NC's twenty coastal counties?
C- Yes f No
1j. Is the project located in a designated trout watershed?
C' Yes 6 No
B. Applicant Information
Id. Who is applying for the permit?
I7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
G Yes C' No
2. Owner Information
2a. Name(s) on recorded deed:
LGI Homes NC, LLC
2b. Deed book and page no.:
DB: 2164 / DP: 714
2c. Responsible party:
Drew Kirchner
*
C- Yes s No
C- Yes s No

2d.Address
Street Address
6500 Creedmoor Road
Address Line 2
Suite 212
Raleigh
Fbstal / TZp Code
27613
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Hamlin
4b. Business Name:
Sage Ecological Services, Inc.
4c.Address
Street Address
3707 Swift Drive
Address Line 2
ay
Raleigh
Fbstal / Zip Code
27606
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
831-15 PH2 AGENT AUTHORIZATION FORM SAGE signed.pdf
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / ftion
NC
Country
USA
4e. Fax Number:
33.65KB
C. Project Information and Prior Project History
1 . Project Information
1b. Subdivision name:
('rf appropriate)
Hadleigh at Cedar Creek
lc. Nearest municipality/ town:
Youngsville
2. Project Identification
2a. Property Identification Number:
1863-20-3725
2b. Property size:
85.91
2c. Project Address
Street Address
+/- 0.6 mile northeast of intersection of E. Main St./Tarboro Rd. and Cedar Creek Rd.
Address Line 2
Oty State / Province / Region
Youngsville NC
Fbstal / Zip Code Country
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Cedar Creek
3b. Water Resources Classification of nearest receiving water:*
C; NSW

3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201010401
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
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. General land use in the vicinity includes forested, undeveloped tracts, agricultural and pastureland, and rural residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
(7 Yes r No r- Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
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.
Project History Upload
Hadleigh 401-certification approval (DWR #16-1180).pdf
Hadleigh 404-verification approval (Action ID #SAW-2016-01126).pdf
401 approval (DWR #20161180 Ver 2) for Cedar Creek 20181115.pdf
1.84MB
8.65MB
131.91KB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
6 - Figure 1 USGS for Conyers Tract.pdf 489.25KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
7 - Conyers Tract Figure 2 Soils.pdf 436.02KB
4f. List the total estimated acreage of all existing wetlands on the property:
4.3
4g. List the total estimated linear feet of all existing streams on the property:
6,100
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential subdivision and associated utilities to meet the housing demand
in the Youngsville area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project is a single-family residential subdivision with residential streets and utilities that will connect to
existing adjacent streets and utilities. The proposed impacts result from one road crossing and a sewer line crossing
on the primary property and sewer crossings of wetlands and buffers off of the property within a corridor connecting to
existing lines to the north. Heavy equipment typically used for utility installation projects (e.g., backhoes, bulldozers,
etc) will be utilized.
4j. Please upload project drawings for the proposed project.
Hadleigh SD 831-15 Impact Maps Onsite-C-IP.1.pdf 2.13MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes
Comments:
f No C Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
(7 Preliminary f Approved F Not Verified F Unknown r N/A
Corps AID Number:
SAW-2016-01126
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Mr. Sean Clark
Sage Ecological Services, Inc.
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
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.
5d1. Jurisdictional determination upload

Cedar Creek ConyersTract DWR #16-080 Buffer Determination 12-2-2016.pdf
NCDWR (TPBRRO #16-396) Buffer Determination for Hadleigh Sewer Line Corridor 4-18-2016.pdf
SAW-2016-01126 USACE signed PJD Conyers Tract.pdf
Figure 3 - Wetland Sketch Map - Hadleigh.pdf
6. Future Project Plans
6a. Is this a phased project?*
r Yes ( No
624.17KB
4.73MB
560.03KB
1.85MB
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r7 Wetlands 17 Streams -tributaries
I- Open Waters r Pond Construction
2. Wetland Impacts
(J Buffers
2a. Site #*(?)
2a1 Reason (?)
Culvert
2b. Impact type * (?)
P
2c. Type of W.*
Seep
2d. W. name*
W70 to W82
2e. Forested*
Yes
2f. Type of
Jurisdicition * (?)
Corps
2g. Impact
area*
0.010
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.010
2g. Total Permanent Wetland Impact
0.010
2h. Comments:
Total permanent wetland impacts due to the installation of a box culvert for a road crossing are 0.01 acre.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Site 1 - Culvert
Permanent
Culvert
Stream SC
Perennial
Corps
5
Average (feet)
140
(linear feet)
S2
Site 1 - Culvert
Temporary
Dewatering
Stream SC
Perennial
Corps
5
Average (feet)
9
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
140
3i. Total stream and ditch impacts:
149
3i. Total temporary stream impacts:
9
3j. Comments:
Proposed permanent stream impacts due to culvert installation total 140 LF. Proposed temporary stream impacts due to dewatering for the culvert
installation total 9 LF.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse
r Catawba
r Goose Creek
r Other
6b. Impact Type
6c. Per or Temp
17 Tar -Pamlico
r Randleman
r Jordan Lake
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Road Crossing - Allowable Upon Authorization
P
Stream SC
No
9,175
5,952

Road Crossing - Allowable Upon Authorization
T
Stream SC
No
485
0
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
485.00
Zone 1
9,175.00
Zone 1
9,660.00
Zone 2
0.00
Zone 2
5,952.00
Zone 2
5,952.00
Proposed permanent riparian buffer impacts in Zone 1 = 9,175 sf (0.211 ac.) and in Zone 2 = 5,952 sf (0.137 ac.) for the road crossing. Proposed
temporary riparian buffer impacts in Zone 1 = 485 sf (0.011 ac.) for the road crossing. All impacts are "Allowable Upon Authorization" based on the
Table of Uses.
Supporting Documentation
Hadleigh Subdivision - Impact Maps 20210426.pdf
3.96MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
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 140 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.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. The Project will be phased so as to
prevent large areas of land disturbance that could contribute to sediment runoff into the streams and wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
✓ Yes (No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed impacts to streams and wetlands are below thresholds requiring mitigation. The proposed impacts to riparian buffers are "Allowable Upon Authorization" per the Table of
Uses.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) v
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
( Yes rNo
What type of SCM are you providing?
n Level Spreader
n Vegetated Conveyance (lower SHVVf)
n Wetland Swale (higher SI-WT)
fJ Other SCM that removes minimum 30% nitrogen
n Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes ( No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes ( No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?

✓ Yes
✓ N/A - project disturbs < 1 acre
r: No
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
✓ Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
3c. Antidegradation Calculations:
Comments:
The Project requires a Stormwater Management Plan (SMP) which will be reviewed by Franklin County. A conditional 401 approval is requested that specifies a stormwater management
plan must be approved prior to proposed impacts taking place.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
C Yes 6 No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes ( No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes (No
3b. If you answered "no," provide a short narrative description.
Although an additional sewer line was added to connect this Project to an ebsting line, the development of this project will not increase or decrease
the likelihood of future development in this area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
6 Yes r No r N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The proposed Project will tie into existing utility lines located north of the Project. The construction of these connections has been completed under
the previously approved impacts.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes (cNo
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes 6'No
t: No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
s Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes 6'No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?

(7 Yes t7 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Database was queried and a report (dated April 26, 2021) was received from NCNHP which identified no recorded federally
listed species on the project site or within a 1-mile radius.
Consultation Documentation Upload
NHP_Report_Hadleigh_Cedar_Creek_30025_30025.pdf 847.65KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes rNo
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The proposed Project takes place in Franklin County which is not near any coastal or tidal habitat that would support EFH (i.e., salt marshes, oyster
reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
✓ Yes rNo
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
http://gis.ncdor.gov/hpoweb The Conyers House (FK0823) is a "Surveyed Only (SO)" property listed on the Site. The Conyers House (c. 1800) is
described as a 1-story hip roof frame Greek Revival house. Twenty-three additional properties are listed within 1.0 mile of the Site based on a query
of the GIS files from NCSHPO. Twenty-one properties are designated "SO," two properties are designated as "SO -Gone," and one property is
designated as "Study List."
7c. Historic or Prehistoric Information Upload
Figure4 - NCSHPO Map.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
✓ Yes
rNo
267.07KB
8b. If yes, explain how project meets FEMA requirements:
Only the northernmost section of the sewer line exists along the edge of the floodplain. The Hadleigh subdivision is not within the floodplain. No
restricted structures will be placed within the floodplain to obscure flood waters. Manholes will be vented above the flood elevation.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System DFIRM Panel #3720186200J, Effective 01/16/2004
Miscellaneous
Comments
The ORM spreadsheet will be submitted via e-mail
Miscellaneous attachments not previously requested.
Hadleigh at Cedar Creek (Conyers Tract) PCN Cover Letter.pdf
114.94KB
Signature
*
I7 By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kimberly Hamlin
Signature
104049 itatLw
Date
5/7/2021

Name:
Address:
Phone:
Email:
ECOLOGICAL
SERVICES
EST. 2016
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Drew Kirchner for LGI Homes - NC, LLC
6500 Creedmoor Road, Suite 212
Raleigh, NC 27613
[phone]
[e-mail]
Project Name/Description: Hadleigh at Cedar Creek
Sage Project 4
Date:
3/18/2021
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers
and Harbors Act of 1899. I also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications, to furnish upon request supplemental information in support of
applications, etc, from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
Notice: This authorization, for liability and professional courtesy reasons, is valid only for ent
officials to enter the property when accompanied by Sage staff. Please contact Sage to a ange a eting
prior to visiting the site.
Drew Kirchner for LGI Homes - NC, LLC 1
BY: BY:
Print Name of Landowner or Signature of Landowner or
Legal Representative Legal Representative

7 BM
Map Location
USGS Topographic Map
Conyers Tract
Sage Project #2016.03
Raleigh, NC
Franklinton Quadrangle
USGS Topography, December 2013
April 29, 2016
0 5001,000 2,000 3,000 4,000
Feet
.ASt47k
Y
Approximate location of
proposed offsite sewer coridor
Project Study Area
\C:kj
V\ _
Copyright:V2 13 National Geogreph•
Figure 1
Sage Ecological Services
Office: 919-335-6757
Cell: 919-559-1537
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Approximate location of `tt
proposed offsite sewer coridor
WC
fir
Project Study Area
Map Location
NRCS Soils Map
Hadleigh at Cedar Creek
Sage Project #2016.03
Raleigh, NC
Franklin County Soil Survey
Sheet 9
November 16, 2016
0 275 550 1,100 1,650 2,200
Feet
Figure 2
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

wd-15 to wd-16
wd-07 to wd-11
wd-05 to wd-06
sd-01 cl4'
wd-01 to wd-04
se-01 cl 3'
we-01 to we-08
wd-12 to wd-14
wa-05 to wa-07 and
wa-16 to wa-20
wa-12 to wa-15
sal c14'
sc-01 cl 3'
start buffer
wa-08 to wa-11
wa-30 to
wa-41 to wa-42
wa-50 to wa-53
wa-01 to wa-04 and
wa-21 to wa-26
ap
or provide
w300 to w303
w200 to w212
w100 to w109
intended
not constitute
information
certified
required jurisdictional
w50 to w51
w60 to w63
w70 to w82
w20 to w43
purposes
of the
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Map Location
Wetland and Stream Sketch
Conyers Tract
Sage Project #2016.03
Raleigh, NC
May 7, 2016
Legend
O Data Point
Surface Water
O EIP
Wetland
Project Study Area
Figure 3
N
Sage Ecological Services
Office: 919-335-6757
Cell: 919-559-1537
0 130 260 520 780 1,040
Feet

Data Source: NC SHPO GIS Shapefiles
Downloaded: April 26, 2021
https://www.ncdcr.gov
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Study List
Map Location
NC SHPO Map
Hadleigh at Cedar Creek
Formerly Conyers Tract
Sage Project #2016.03
April 26, 2021
0 1,000 2,000
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 Impact Maps Onsite.dwg Mar 12, 2021 - 4:42pm BY:User1
Purpose
Conditions Where
Practice Applies
Conditions Where
Practice Does Not
Apply
Construction
5.2 — Flow Diversion
5.2.1 Bypass Pumping
A bypass pump and an impervious dike divert the flow of the
watercourse from the inlet of the pipe to the outlet of the pipe.
This is a water -to -water operation and care should be taken that
the discharge is at a low flow rate to minimize turbidity at the
outlet of the bypass pipe and/or eroding the channel.
Figure 30. Bypass Pumping
✓ When another type of diversion is not physically possible or
practical.
✓ When the repair or construction activities will not require
pumping for an extended period of time.
✓ When the discharge location can not be adequately stabilized
✓ When ponding of the stream to adequately submerge the
pump suction line is not allowed or not practical.
✓ When the normal flow of the stream cannot be handled by the
typical bypass pump.
Step 1 — Set up bypass pump and temporary piping. Place outlet
of temporary pipe to minimize erosion at discharge site or provide
temporary energy dissipation measures. Firmly anchor pump
and piping.
Step 2 — Construct outlet protection if needed.
Step 3 — Construct impervious dike upstream of work area to
impound water for bypass pump intake. Use a floating intake for
Maintenance
Typical Problems
pumps where possible.
Step 4 — Construct an impervious dike downstream, if necessary,
to isolate work area.
Step 5 — Check operation of pump and piping system Step 4 -
Step 6 — Upon completion of construction, remove impervious
dike, bypass pump, and temporary pipe.
*Impervious dikes to be removed immediately after stream bank stabilization
• Routinely inspect bypass pump and temporary piping to
ensure proper operation.
• Inspect impervious dike for leaks and repair any damage.
• Inspect discharge point for erosion.
• Ensure flow is adequately diverted through pipe.
• Pump failure.
• Erosion at outlet.
• Leaks in piping and improper connection to pump.
I
MOSS JAMES T
PIN: 1863-00-2881
10.31 AC
DB 201
ZONI
//
/
/1
/ /
ROAD
EMBANKMENT
HEADWALL
INVERT OF HEADWALL, END WALL
AND BOX CULVERTS SHALL BE 1'
BELOW STREAM BED
STONE RIP RAP (TYP)
EXISTING STREAM BED
BOX CULVERT (TYP OF 2)
3:1
ENDWALL
CULVERT CROSS SECTION
M IAG !NG TH E'!WAT O z
BYPASS PUMP
JAMEST )SS
PIN: :63
RIPARIAN BUFFER AND WETLAND SEEDING MEASURES
PLANT BULK SEED MIX FOR RIPARIAN BUFFER AND
HYDROSEED. CONSIDERATION SHOULD BE GIVEN TO
RECOMMENDED SPECIES ARE:
PANICUM VIRGATUM
ANDROPOGON TERNARIUS
CHAMAECRISTA FASCICULATA
SCHIZACHYRIUM SCOPARIUM
SORGHASTRUM NUTANS
PANICUM ANCEPS
TRIDENS FLAVUS
ANDROPOGON VIRGINICUS
DICANTHELIUM CLANDESTINUM
ELYMUS CANADENSIS
ELYMUS VIRGINICUS
CHAMAECRISTA NICTITANS
RIPARIAN BUFFER BULK SEED MIX:
WETLAND AREA BULK SEED MIX:
WETLAND AREAS. HAND SEED, BROADCAST SEED OR
AVOID SERICIA LESPEDEZA, SUDANGRASS AND TALL FESCUE.
(SWI TCHGRASS)
(SPLITBEARD BLUESTEM)
(PATRIDGE PEA)
(LITTLE BLUESTEM)
(INDIAN GRASS)
(BEAKED PANICGRASS)
(PURPLETOP)
(BROOMSEDGE)
(DEER TONGUE)
(CANADIAN WILD RYE)
(VIRGINIA WILD RYE)
(SENSITIVE PARTRIDGE PEA)
RATE = 20 LB/ACRE
RATE = 20 LB/ACRE WITH
COVER CROP OF GRAIN RYE 30 LB/ACRE
(DO NOT APPLY SEED IN WATER DEEPER THAN 2 INCHES)
DUE TO THE POTENTIAL FOR WATER CONTAMINATION, LIME AND FERTILIZER ARE NOT RECOMMENDED;
ADDITION OF ORGANIC MATTER (STRAW, COMPOST, MULCH, LEAF LITTER, ETC IS RECOMMENDED WHEN
BEEN DEPLETED OR REMOVED. CHECK SOIL PH AND SELECT SPECIES ADAPTED TO THAT PH.
HOWEVER THE
TOPSOIL HAS
MULCH:
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.
THE PREFERRED ANCHORING METHOD ON STEEP SLOPES IS NETTING. DO NOT TACK WITH ASPHALT.
MAINTENANCE:
RESEED AND MULCH DAMAGED AREAS IMMEDIATELY.
CULVERT CONSTRUCTION SEQUENCE
1. INSTALL SITE CONSTRUCTION ENTRANCES, SILTFENCE AND SILTFENCE OUTLETS.
2. INSTALL STREAM PUMP AROUND PIPING AND SYSTEM (SEE THIS SHEET).
3. INSTALL TWO (2) BOX CULVERTS WITH INVERTS SEATED 12" BELOW EXISTING STREAM BED
ELEVATION.
4. INSTALL PRE -CAST HEADWALL AND ENDWALL ONTO THE ENDS OF THE BOX CULVERTS.
5. PLACE RIP RAP PADS AT ENTRANCE AND OUTLET TO THE HEADWALL AND ENDWALL. RIP RAP SHALL
BE PLACED WHERE THE TOP OF THE RIP RAP IS NO HIGHER THAN THE PRE-EXISTING ELEVATION
AND MATCHES THE PRE-EXISTING CONTOURS.
6. REMOVE DEWATERING/PUMP AROUND SYSTEM.
7. INSTALL ROAD FILL ON TOP OF CULVERTS AND FINE GRADE.
8. RESTORE AND STABILIZE DISTURBED AREAS.
200 0
GRAPHIC SCALE
100 200
400 800
( IN FEET )
1 inch = 200 ft.
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,moo
co z
FLOOD INFORMATION
THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS
DEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720183300J
DATED APRIL 16, 2013.
NOTE:
1. CULVERT BOTTOM TO BE BURIED 1 FT BELOW
STREAM BED.
EANNETTE B
PIN: 1863-50-1
31.98 AC
DB 945 PG 5
ONING: R
THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be retumed to
Spaulding & Norris, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
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NCDENR EC SUBM. PER COMMENTS
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SUBM. TO NCDOT
PER NCDOT COMMENTS
SUBM. TO FCPU
1-
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PREPARED FOR :
DATE : 09-08-16
FIRM CERTIFICATION #: C-1875
PROJECT CADD DESIGNER: JEB
FRANKLIN COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
ENVIRONMENTAL IMPACT PLAN
DRAWING
SHEET
c-IP.1
PROJECT NUMBER
831-15

(2) 129 LF 5' BOX CULVE
PERMANENT STREAM IMPACT - 129 LF
\`6
PERMANENT ‚4''
ZONE2-3018SF
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PERMANENT V LAND
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+ +++++
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+
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+ + +
2
HEAD WALL AT STR.-AM
CROSSINQ --BY-OTHERS
(TYPfH SIDES OF ROAD)
••�-
•••••. •,
- 1 tf.illy,oll'ORARY ZONE 1 - 1182SF
►44••••.
11 i %r,J RMANENT ZONE 2 - 2934SF'
INSET A - BOX CULVERT (2)
PERMANENT ZONE 1 - 9175SF
INSET A - BOX CULVERT (2)
TEMPORARY IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 2002 SF - (0.046 AC)
TEMPORARY STREAM IMPACT - 46 LF
PERMANENT IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 9,175 SF - (0.211 AC)
ZONE 2 - 5,952 SF - (0.137 AC)
PERMANENT WETLAND IMPACT - 491 SF - (0.01 AC)
PERMANENT STREAM IMPACT - 129 LF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLIN COUNTY, NC
INSET A - BOX CULVERT
PREPARED FOR:
ROSSWIND DEVELOPMENT
201 CREEDMORE RD., STE. 14i
ALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
SC.SPAIJLDING &
QNORRIS, PA
1N-- . North Trinity Road
Raleigh, Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
„\\0;,,0II ,,,,,
, CAR,o
yo.
SE
2-12-2021

F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 Impact Maps Onsite.dwg Mar 18, 2021 - 5:17pm BY:User1
Purpose
Conditions Where
Practice Applies
Conditions Where
Practice Does Not
Apply
Construction
5.2 — Flow Diversion
5.2.1 Bypass Pumping
A bypass pump and an impervious dike divert the flow of the
watercourse from the inlet of the pipe to the outlet of the pipe.
This is a water -to -water operation and care should be taken that
the discharge is at a low flow rate to minimize turbidity at the
outlet of the bypass pipe and/or eroding the channel.
Figure 30. Bypass Pumping
V When another type of diversion is not physically possible or
practical.
V When the repair or construction activities will not require
pumping for an extended period of time.
✓ When the discharge location can not be adequately stabilized
✓ When ponding of the stream to adequately submerge the
pump suction line is not allowed or not practical.
✓ When the normal flow of the stream cannot be handled by the
typical bypass pump.
Step 1 — Set up bypass pump and temporary piping. Place outlet
of temporary pipe to minimize erosion at discharge site or provide
temporary energy dissipation measures. Firmly anchor pump
and piping.
Step 2 — Construct outlet protection if needed.
Step 3 — Construct impervious dike upstream of work area to
impound water for bypass pump intake. Use a floating intake for
Maintenance
Typical Problems
pumps where possible.
Step 4 — Construct an impervious dike downstream, if necessary,
to isolate work area.
Step 5 — Check operation of pump and piping system Step 4 -
Step 6 — Upon completion of construction, remove impervious
dike, bypass pump, and temporary pipe.
*Impervious dikes to be removed immediately after stream bank stabilization
• Routinely inspect bypass pump and temporary piping to
ensure proper operation.
• Inspect impervious dike for leaks and repair any damage.
• Inspect discharge point for erosion.
• Ensure flow is adequately diverted through pipe.
• Pump failure.
• Erosion at outlet.
• Leaks in piping and improper connection to pump.
ROAD
EMBANKMENT
HEADWALL
INVERT OF HEADWALL, END WALL
AND BOX CULVERTS SHALL BE 1'
BELOW STREAM BED
STONE RIP RAP (TYP)
EXISTING STREAM BED
BOX CULVERT (TYP OF 2)
3:1
I
MANAGING THE WATERCOURSE:
BYPASS PUMPING
ENERGY Elk5SIPA1
NOTE.
ENSURE TO ANO AU
FWAPs ANio PIPES SECURELY.
NOR CAROLINA OEPARTMEN T OF TR,4 NSPORIATION
AUGUST 1003
MOSS JAMES T
PIN: 1863-00-2881
10.31 AC
DB 201
ZONI
ENDWALL
CULVERT CROSS SECTION
JAMEST )SS
PIN: :63
81i1Pe FOR CONSTRUCTION ANDMAINTENAICE ACTIVITIES
RIPARIAN BUFFER AND WETLAND SEEDING MEASURES
PLANT BULK SEED MIX FOR RIPARIAN BUFFER AND
HYDROSEED. CONSIDERATION SHOULD BE GIVEN TO
RECOMMENDED SPECIES ARE:
PANICUM VIRGATUM
ANDROPOGON TERNARIUS
CHAMAECRISTA FASCICULATA
SCHIZACHYRIUM SCOPARIUM
SORGHASTRUM NUTANS
PANICUM ANCEPS
TRIDENS FLAVUS
ANDROPOGON VIRGINICUS
DICANTHELIUM CLANDESTINUM
ELYMUS CANADENSIS
ELYMUS VIRGINICUS
CHAMAECRISTA NICTITANS
RIPARIAN BUFFER BULK SEED MIX:
WETLAND AREA BULK SEED MIX:
WETLAND AREAS. HAND SEED, BROADCAST SEED OR
AVOID SERICIA LESPEDEZA, SUDANGRASS AND TALL FESCUE.
(SWI TCHGRASS)
(SPLITBEARD BLUESTEM)
(PATRIDGE PEA)
(LITTLE BLUESTEM)
(INDIAN GRASS)
(BEAKED PANICGRASS)
(PURPLETOP)
(BROOMSEDGE)
(DEER TONGUE)
(CANADIAN WILD RYE)
(VIRGINIA WILD RYE)
(SENSITIVE PARTRIDGE PEA)
RATE = 20 LB/ACRE
RATE = 20 LB/ACRE WITH
COVER CROP OF GRAIN RYE 30 LB/ACRE
(DO NOT APPLY SEED IN WATER DEEPER THAN 2 INCHES)
DUE TO THE POTENTIAL FOR WATER CONTAMINATION, LIME AND FERTILIZER ARE NOT RECOMMENDED;
ADDITION OF ORGANIC MATTER (STRAW, COMPOST, MULCH, LEAF LITTER, ETC IS RECOMMENDED WHEN
BEEN DEPLETED OR REMOVED. CHECK SOIL PH AND SELECT SPECIES ADAPTED TO THAT PH.
HOWEVER THE
TOPSOIL HAS
MULCH:
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.
THE PREFERRED ANCHORING METHOD ON STEEP SLOPES IS NETTING. DO NOT TACK WITH ASPHALT.
MAINTENANCE:
RESEED AND MULCH DAMAGED AREAS IMMEDIATELY.
CULVERT CONSTRUCTION SEQUENCE
1. INSTALL SITE CONSTRUCTION ENTRANCES, SILTFENCE AND SILTFENCE OUTLETS.
2. INSTALL STREAM PUMP AROUND PIPING AND SYSTEM (SEE THIS SHEET).
3. INSTALL TWO (2) BOX CULVERTS WITH INVERTS SEATED 12" BELOW EXISTING STREAM BED
ELEVATION.
4. INSTALL PRE -CAST HEADWALL AND ENDWALL ONTO THE ENDS OF THE BOX CULVERTS.
5. PLACE RIP RAP PADS AT ENTRANCE AND OUTLET TO THE HEADWALL AND ENDWALL. RIP RAP SHALL
BE PLACED WHERE THE TOP OF THE RIP RAP IS NO HIGHER THAN THE PRE-EXISTING ELEVATION
AND MATCHES THE PRE-EXISTING CONTOURS.
6. REMOVE DEWATERING/PUMP AROUND SYSTEM.
7. INSTALL ROAD FILL ON TOP OF CULVERTS AND FINE GRADE.
8. RESTORE AND STABILIZE DISTURBED AREAS.
200 0
GRAPHIC SCALE
100 200
400 800
( IN FEET )
1 inch = 200 ft.
c5-5r5;
,moo
co z
FLOOD INFORMATION
THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS
DEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720183300J
DATED APRIL 16, 2013.
NOTE:
1. CULVERT BOTTOM TO BE BURIED 1 FT BELOW
STREAM BED.
EANNETTE B
PIN: 1863-50-1
31.98 AC
DB 945 PG 5
ONING: R
THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be retumed to
Spaulding & Norris, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
r a0 0o 00 co co
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0) M 0 0 0 M
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PH1B SUBMITTAL TO FCPU
NCDENR EC SUBM. PER COMMENTS
NCDENR EC SUBM. PER COMMENTS
SUBM. TO NCDOT & FCPU
SUBM. TO NCDOT
PER NCDOT COMMENTS
SUBM. TO FCPU
1-
z
w
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ADD STORM BOXES ON STREET J
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\\,,,1 11111,,,,,
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...!
PREPARED FOR :
DATE : 09-08-16
FIRM CERTIFICATION #: C-1875
PROJECT CADD DESIGNER: JEB
FRANKLIN COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
ENVIRONMENTAL IMPACT PLAN
DRAWING
SHEET
c-IP.1
PROJECT NUMBER
831-15

PERMANENT
ZONE 2 - 3018 SF
(2) 129 LF 5' BOX CULVERTS
HEADWALL AND WINGWALL
PERMANENT STREAM IMPACT 140 LF
TEMPORARY ONE 1 - 157 SF
TEMP. STREAM CT 24 LF
OFT ZONE 1
ARIAN
OFT ZON2 RIP R1A
IN 17111
1 1 I \‘-*
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PERMANENT V "LAND
I CT-491SF
INSET A - BOX CULVERT (2)
2
/
HEAD WALL AT STR -AM
CROSSINQ --BY-OTHERS
(TYPfH SIDES OF ROAD)
PERMANENT ZONE 1 - 9175SF
TEMP. STREAM IMPACT - 5LF
TEMPORARY ZONE 1 - 328 SF
PERMANENT ZONE 2 - 2934SF'
INSET A - BOX CULVERT (2)
TEMPORARY IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 485 SF - (0.011 AC)
PERMANENT IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 9,175 SF - (0.211 AC)
ZONE 2 - 5,952 SF - (0.137 AC)
PERMANENT WETLAND IMPACT - 491 SF - (0.01 AC)
PERMANENT STREAM IMPACT - 140 LF
TEMPORARY STREAM IMPACT - 9 LF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLIN COUNTY, NC
INSET A - BOX CULVERT
PREPARED FOR:
ROSSWIND DEVELOPMENT
201 CREEDMORE RD., STE. 14i
ALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
QC. NORRIS, PA
jJ•FtPJ-
. North Trinity Road
Raleigh, 2 Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
„0;, CARo
SE
2-12-2021

■ ■...
—BM'. NC DEPARTMENT OF
■ EI= NATURAL AN❑ CULTURAL RESOURCES
■.■■■
April 26, 2021
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Hadleigh at Cedar Creek (Conyers Tract) 2016.03
Dear Sean Clark:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Walter Clark
Director, Division of Land and Water Stewardship
NCNHDE-14549
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 'M9.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Hadleigh at Cedar Creek (Conyers Tract)
Project No. 2016.03
April 26, 2021
NCNHDE-14549
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic JientificNam e Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date dm Rank
Animal 32239 Waterbird Colony Waterbird Colony 2010-04-19 C 5-Very
Assemblage Low
Dragonfly or 33749 Somatochlora Coppery Emerald 2004-Pre H? 5-Very
Damselfly georgiana Low
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
GNR S3
Significantly G3G4 S1?
Rare
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on April 26, 2021; source: NCNHP, Q4 January 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-14549: Hadleigh at Cedar Creek (Conyers Tract)
April 26, 2021
▪ Project Boundary
▪ Buffered Project Boundary
1:22,941
0 0.175 0.35
0.7 mi
0 0.3 0.6
1.2 km
Sources' Esri, HERE, Garmin,, Intermap, increment P Corp.., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 3 of 3

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 / Rovince / Region
The Woodlands TX
Fbstal / Zip Code Country
77830 USA
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r 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
624.17 KB
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.
• !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
ktA(5 Jt
Submittal Date 3/18/2021