20220770 Ver 1_ePCN Application_20220603

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
4/14/2022
BIMS # Assigned*
20220770
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
1a. Name of project:
Corbett Landing
la. Who is the Primary Contact?*
Camden Brunick
lb. Primary Contact Email:*
1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/3/2022
Nearest Body of Water
Brooks Creek
Basin
Cape Fear
Water Classification
WS-IV,B;NSW
Site Coordinates
Latitude:
35.758253
A. Processing Information
Longitude:
-79.194722
County (or Counties) where the project is located:
Chatham
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
lb. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
O Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
29 - Residential Developments
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?*
O Yes O No
O 401 Water Quality Certification - Express
O Riparian Buffer Authorization
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
O Owner O Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?*
0 Yes 0 No
2. Owner Information
2a. Name(s) on recorded deed:
The Rexford Group LLC
2b. Deed book and page no.:
DB: 2174 DP: 0933 & DB: 2174 DP: 0958
2c. Contact Person:
Rexford D'Aprix
2d. Address
Street Address
362 Mountain Laurel
Address Line 2
City
Chapel Hill
Postal / Zip Code
27517
State / Province / Region
NC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Camden Brunick
4b. Business Name:
Soil & Environmental Consultants, PA
4c. Address
Street Address
8412 Falls of Neuse Road, Suite 104
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
1. Project Information
1 b. Subdivision name:
(if appropriate)
1c. Nearest municipality / town:
Pittsboro
2. Project Identification
2a. Property Identification Number:
0006580 & 0069515
2c. Project Address
Street Address
0 Old Graham Road
Address Line 2
(Just east of Milliken Road)
City
Pittsboro
Postal / Zip Code
27312
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Brooks Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV,B;NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit RUC in which the project is located.
030300020702
4. Project Description and History
2b. Property size:
+/- 196
State / Province / Region
NC
Country
USA

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: *
Existing conditions onsite consists primarily of forested land. There is a dirt path that leads from the northeastern corner of the property to a single family home in the center of the property.
There are seventeen (17) wetland features (W1-W17), nine (9) linear wetlands (LW1-LW9), four (4) perennial streams (SA, SB, SC & SD), and four (4) intermittent streams (SE, SF, SF2 &
SG) located on the property. General land use in the vicinity of the project consists of forested land with some rural single family homes. Old Graham Road is located just east of the
property. Milliken Road is located to the west of the property and Highway 64 is located to the South.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes ® No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 1.64 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 7,459 LF
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct a single family residential development and its necessary infrastructure.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The overall project consists of the construction of a single-family residential development including but not limited to; roadway infrastructure, residential lots, SCMs, utilities, and amenity
area. Specifically, there are three (3) road crossings that impact streams and wetlands and one (1) driveway crossing that impacts a linear wetland. Equipment typically used for
construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
• Yes 0 No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
® Preliminary O Approved O Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2021-00686
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Steven Ball
Soil & Environmental Consultants, PA
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USAGE: Site visit and PJD issued by James Lastinger on June 4th, 2021.
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
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?
It is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
RI Wetlands
0 Open Waters
2. Wetland Impacts
O Streams -tributaries
O Pond Construction
0 Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact B
Road Crossing
P
Bottomland Hardwood Forest
LW6
Yes
Both
0.003
(acres)
Impact C
Road Crossing
P
Headwater Forest
LW1
Yes
Both
0.007
(acres)
Impact D
Driveway Crossing
P
Bottomland Hardwood Forest
LW4
Yes
Both
0.001
(acres)

Impact D
Driveway Crossing
T
Bottomland Hardwood Forest
LW4
Yes
Both
0.001
(acres)
2g. Total Temporary Wetland Impact
0.001
2g. Total Wetland Impact
0.012
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.011
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Impact A - Road Crossing -
Culvert
Permanent
Culvert
Stream A
Perennial
Both
11
Average (feet)
61
(linear feet)
S2
Impact A - Road Crossing -
RipRap (Permanent -No
Permanent Loss)
Permanent
Other
Stream A
Perennial
Both
10
Average (feet)
35
(linear feet)
S3
Impact A - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream A
Perennial
Both
7
Average (feet)
63
(linear feet)
S4
Impact B - Road Crossing -
Culvert
Permanent
Culvert
Stream D
Perennial
Both
8
Average (feet)
58
(linear feet)
S5
Impact B - Road Crossing -
RipRap (Permanent -No
Permanent Loss)
Permanent
Other
Stream D
Perennial
Both
8
Average (feet)
25
(linear feet)
S6
Impact B - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream D
Perennial
Both
6
Average (feet)
50
(linear feet)
S7
Impact C - Road Crossing -
Culvert
Permanent
Culvert
Stream F & F2
Intermittent
Both
5
Average (feet)
204
(linear feet)
S8
Impact C - Road Crossing -
RipRap (Permanent -No
Permanent Loss)
Permanent
Other
Stream F & F2
Intermittent
Both
3
Average (feet)
17
(linear feet)
S9
Impact C - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream F & F2
Intermittent
Both
4
Average (feet)
12
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
400
3i. Total stream and ditch impacts:
525
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
125
1. Avoidance and Minimization

la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and buffer evaluation for the entire property so that natural resources can be identified and impacts minimized to
the maximum extent practicable. Impact Area 'A' is proposed permanent, permanent -no permanent loss, and temporary stream impacts for a road
crossing. This crossing is necessary to connect the northwestern portion of the property with the rest of the development. The crossing will occur at a
perpendicular angle with the stream and utilize headwalls to minimize stream impacts. A riprap dissipator that will be utilized to reduce flow velocities
and minimize stream degradation. A temporary diversion pump, coffer dams, dewatering pump, and discharge hose will be utilized during construction to
divert stream flows and minimize the release of sediments during construction activities. Compensatory stream mitigation has been proposed @2:1
mitigation ratio to offset permanent stream impacts. Impact Area 'B' is proposed permanent, permanent -no permanent loss, temporary stream impacts
and permanent wetland impacts for a road crossing. This crossing is necessary to connect the southeastern portion of the property with the rest of the
development. This crossing was also placed just west of adjacent wetland 9 to avoid higher wetland impacts. The crossing will occur at a perpendicular
angle with the stream and utilize headwalls to minimize stream impacts. A riprap dissipator that will be utilized to reduce flow velocities and minimize
stream degradation. A temporary diversion pump, coffer dams, dewatering pump, and discharge hose will be utilized during construction to divert stream
flows and minimize the release of sediments during construction activities. Compensatory stream mitigation has been proposed @2:1 mitigation ratio to
offset permanent stream impacts. Impact Area 'C' is proposed permanent, permanent -no permanent loss, temporary stream impacts and permanent
wetland impacts for a road crossing. This crossing is necessary to connect a portion of the southwestern part of the property with the rest of the
development. The crossing will occur at the top of the drainage areas and utilize headwalls and retaining walls to minimize stream impacts. A riprap
dissipator that will be utilized to reduce flow velocities and minimize stream degradation. Compensatory stream mitigation has been proposed @2:1
mitigation ratio to offset permanent stream impacts. Impact area 'E' is proposed permanent and temporary linear wetland impacts for a driveway
crossing. This driveway crossing is necessary to access the lot and has been strategically placed between Wetland 3 and Wetland 4 to avoid any higher
wetland impact totals. A pipe will be utilized for the crossing to allow for hydrologic connectivity.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Significant erosion control measures such as phased construction sequencing, silt fence, cofferdams at culvert crossings in conjunction with bypass
channels and pump arounds if needed.
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?
O Yes O No
2c. If yes, mitigation is required by (check all that apply):
DWR IJ Corps
2d. If yes, which mitigation option(s) will be used for this project?
RI Mitigation bank U Payment to in -lieu fee program O Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Cane Creek Umbrella Mitigation Banking Instrument
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 646 LF
3c. Comments
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
O Yes O No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
J Yes 0 No
What type of SCM are you providing?
O Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
O Other SCM that removes minimum 30% nitrogen
0 Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
0Yes ONo
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
0Yes ONo

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?
O Yes O No
0 N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
OO Local Government 0 State
Local Government Stormwater Programs
WI Phase II O NSW 0 USMP G Water Supply
Please identify which local government stormwater program you are using.
Town of Pittsboro
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
U Yes O 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)?*
O Yes O No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes O No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and
silvicultural operations. The Corbett Landing project is a residential development. Additionally, the project is located within the town of Pittsboro ETJ,
therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Water
Supply, Watershed Protection Program which limits development densities as well as requires protective riparian buffers; 2) the Phase II NPDES
Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -
construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
CO: Yes 0No0N/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.
Non -discharge wastewater will be generated and treated at on -site wastewater or septic systems
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?*
O Yes O No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes O No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1.8?
0 Yes ® No
0 No O Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
OYes 0No
5g. Does this project involve bridge maintenance or removal?
0Yes ONo

5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes ® 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.?
0 Yes ® No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
S&EC completed a Threatened & Endangered Species Report, to include a Self -Certification letter through the US Fish & Wildlife Service (USFWS), a
query through the NC Natural Heritage Program database, and an official Species List through the iPac. A formal request was sent to the USFWS on
March 3, 2022. The USFWS has 30 days to respond from the date of the sent request. S&EC received no response from USFWS within the 30 days
meaning that they concurred with the determinations made by S&EC that the proposed actions is not likely to adversely affect any federally -listed
endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Endangered Species Act
(ESA). Please see attached S&EC Threatened & Endangered Species report.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
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?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 26, 2022, no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Please note that there is a surveyed only structure listed within the
property. This listing is the (London) John Williams House (CH0744).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes O No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Corbett Landing_PCN Attachments.pdf 23.78MB
File must be PDF or KMZ
Comments
Signature
OO 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:
Camden Brunick
Signature
Date
6/3/2022

SSoil & Environmental Consultants, PA
EC
8412 Falls of Neuse Road,Suite 104,Raleigh,NC 27615•Phone;[phone]• Fax:[phone]
sandec.com
AGENT AUTHORIZATION
Project Name/Description: Corbett Landing S&EC Project# 10223
Date: 1/5/2022
The Department of the Army
U.S.Army Corps of Engineers,Wilmington District
69 Darlington Avenue
Wilmington,NC 28403
Attn: James Lastinger Field Office: Raleigh Requlatory Field Office
I,the undersigned,authorizes S&EC,as my agent,to act on my behalf and take all actions necessary for
the processing,issuance and acceptance of a permit or certification and any and all associated standard
and special conditions. This notification supersedes any previous correspondence concerning the agent for
this project.
PARCEL INFORMATION:
Parcel Index Number(s)(PIN): 9742-00-19-7634&9743-00-31-2060
Site Address: Old Graham Road
City, County, State: Pittsboro,Chatham County,NC
APPLICANT INFORMATION:
Name: Rexford Group, ltd
Mailing Address: 362 Mountain Laurel, Chapel Hill, NC 27517
Telephone Number: 919-360-1781
Email: [e-mail]
Rexford D'Aprix, president Rexford Group, 1/5/22
ltd.
Applicant le -nt) Date
Applic t ignature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Camden Brunick
From: Camden Brunick
Sent: Thursday,April 14, 2022 11:46 AM
To: Cohn, Colleen M
Cc: [e-mail]
Subject: Corbett Landing Pre-Filing Request
Attachments: Overall.pd f
Colleen,
I saw the new changes regarding a pre-filing be done again before a PCN submittal. I am planning on submitting the PCN
soon and since there is no current pre-filing application form, I am providing a summary of the project below. I know
DWR is still trying to figure things out, but for now I hope this information will suffice as a Pre-Filing Request.
The Corbett Landing Project is a proposed single-family residential development located at 0 Old Graham Road in
Pittsboro,Chatham County, NC.The project owner is The Rexford Group LLC (Attn: Rexford D'Aprix).This project is
approximately 196 acres and consists of the construction of a single-family residential development including but not
limited to; roadway infrastructure, residential lots,SCM's, utilities, and amenity areas.Specifically,there are three (3)
road crossings that impact streams and wetlands. Existing conditions onsite consists primarily of forested land.There is a
dirt path that leads from the northeastern corner of the property to a single family home in the center of the property.
General land use in the vicinity of the project consists of forested land with some rural single family homes. Old Graham
Road is located just east of the property. Milliken Road is located to the west of the property and Highway 64 is located
to the South. Please see the attached current site plan and note that it may change.
Thank you,
CAMDEN BRUNICK
Environmental Consultant
Soil&Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road,Suite 104
Raleigh, NC 27615
[phone](cell)
1

From: Steven Ball
To: J astinger.James C CIV USARMY CESAW(USA)
Cc: Josh Harvey
Subject: RE:SAW-2021-00686(Gains Property I Old Graham Road/Pittsboro NC/Chatham County)
Date: Thursday,January 27,2022 9:48:31 AM
Thanks james.
Steven Ball,RF,PWS
Project Manager
NC Registered Forester#1723
Professional Wetland Scientist#2732
Soil&Environmental Consultants,PA
North Quarter Office Park
8412 Falls ofNeuse Road,Suite 104
Raleigh,NC 27615
Office 919-846-5900
Mobile[phone]
[e-mail]
Visit us at sandec.com
This electronic communication,including all attachments,is intended only for the named addressee(s)and may
contain confidential information.This electronic communication may not have passed through our standard
review/quality control process.Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design.Rely only on final,hardcopy materials bearing the consultant's
original signature and seal.If you are not the named addressee(s),any use,dissemination,distribution or copying of
this communication is prohibited.If you have received this electronic communication in error,please notify the
sender by return e-mail and delete the original communication from your system.Thank you.
Please consider the environment before printing this email.
Original Message
From:Lastinger,James C CIV USARMY CESAW(USA)<[e-mail]>
Sent:Thursday,January 27,2022 9:43 AM
To: Steven Ball<[e-mail]>
Subject:RE: SAW-2 02 1-006 86(Gains Property 1 Old Graham Road/Pittsboro NC 1 Chatham County)
No need to update anything. I will keep this email confirming the mistake.
James Lastinger
Regulatory PM
Raleigh Regulatory Field Office
US Army Corps of Engineers,Wilmington District
ADDRESS:3331 Heritage Trade Drive,Suite 105 Wake Forest,NC 27587
Phone: [phone]
Please note that I am teleworking almost exclusively. Email is the best way to reach me.
Original Message
From:Steven Ball<[e-mail]>
Sent:Thursday,January 27,2022 9:35 AM
To:Lastinger,James C CIV USARMY CESAW(USA)<[e-mail]>
Cc:Josh Harvey<[e-mail]>
Subject: [URL Verdict:Neutral][Non-DoD Source]FW:SAW-2021-00686(Gains Property 1 Old Graham Road/
Pittsboro NC 1 Chatham County)

Importance: High
Hey James,
Hope youre doing well. On this site you and I met on last year, there was an ephemeral drainage left on the
sketchfPJD that shouldn't be JD. Just wanted to confirm (its not on AR Table). Let me know if we need to update
anything.
Thanks. See attached.
Steven Ball, RF, PWS
Project Manager
NC Registered Forester # 1723
Professional Wetland Scientist #2732
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office 919-846-5900
Mobile [phone]
[e-mail]
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may
contain confidential information. This electronic communication may not have passed through our standard
review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's
original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of
this communication is prohibited. If you have received this electronic communication in error, please notify the
sender by return e-mail and delete the original communication from your system. Thank you.
Please consider the environment before printing this email.
Original Message
From: RaleighNCREG <[e-mail]>
Sent: Thursday, April 1, 2021 10:23 AM
To: Kevin Murphrey <[e-mail]>; RaleighNCREG <[e-mail]>
Cc: Steven Ball <[e-mail]>; Josh Harvey <[e-mail]>; Lastinger, James C CIV USARMY
CESAW (USA) <[e-mail]>
Subject: SAW-2021-00686 (Gains Property / Old Graham Road 1 Pittsboro NC / Chatham County)
Importance: High
Good Morning,
We received your Jurisdictional Determination (JD) request for the above project and forwarded it to James
Lastinger for further processing.
Please refer to this file number in all correspondence.
Thank You
Joyce Thames
Original Message
From: Kevin Murphrey <[e-mail]>
Sent: Wednesday, March 31, 2021 4:17 PM
To: RaleighNCREG <[e-mail]>
Cc: Steven Ball <[e-mail]>; Josh Harvey <[e-mail]>
Subject: [Non-DoD Source] Gains Property P.M Request
Good afternoon, attached is a JD request for a site located in Pittsboro, NC. Please let us know when you can get
this assigned, thanks!

Kevin Murphrey
Environmental Scientist
Soil&Environmental Consultants,PA
North Quarter Office Park
8412 Falls ofNeuse Road,Suite 104
Raleigh,NC 27615
Office(919)846-5900
Mobile[phone]
[e-mail]<mailto:kinu phrey[r sandec.comn>
Visit us at sandec.com<Blockedhttp:/Blockedwww.sandec.coml>

P.)
WETLAND!STREAM
---
IMPACT
AREA 'C'
Z
SHEET WI-01
LW5
W5
WETLAND/STREAM
IMPACT AREA 'B'
LOT 83-LW 4
DRIVEWAY IMPACT
W8 BUFF R IMPACT
AREA D'
US HIGHW •. 64
SCALE: 1 IN = 400 FT
400' 200' 0 400'
800'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
❑VERALL STREAM AND WETLAN❑ IMPACT MAP
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: ❑1/24/2022

DEMOLITION SEQUENCE:
1- INSTALL TREE PROTECTION FENCING AS SHOWN TO PROTECT TREES THAT
WILL REMAIN IN PLACE
2- INSTALL THE NECESSARY EROSION AND SEDIMENT CONTROL MEASURES AS
SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN-
3- REMOVE AND/OR DEMOLISH EXISTING STRUCTURES, OVERHEAD POWER
AND OTHER UTILITIES AS SHOWN ON THE PLAN_ COORDINATE WITH DUKE
ENERGY/PROGRESS AND OTHER APPLICABLE UTILITIES PRIOR TO REMOVAL
4- REMOVE EXISTING TREES THAT ARE APPROVED FOR REMOVAL
5- REMOVE BUILDINGS, DRIVEWAYS, AND OTHER FEATURES AS SHOWN_
6- REMOVE EXISTING ROOT MAT, TOPSOIL, AND OTHER ORGANIC MATERIALS
FROM THE CONSTRUCTION AREA AS REQUIRED_
7- REMOVE ANY ADDITIONAL EXISTING FEATURES AS SHOWN ON THIS PLAN.
AKPAR: 066880
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AKPAR: 065768
AKPAR: 069135
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AKPAR: 069934
AKPAR: 069938
AKPAR: 069932
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AKPAR-: 093108.
LINE
BEARING
DISTANCE
Li
N12° 38'41"W
22607'
L2
N22° 29' 34" W
348 49'
L3
S24° 23' 37" W
229_33'
L4
S50° 30' 12" W
183.84'
L5
S82° 00' 09" W
155.16'
L6
S38" 40' 20" W
25649'
L7
N51 ° 53' 57" W
24_93'
L8
N88° 10' 04"W
39636'
L9
N88° 10' 04" W
30_ 166'
L10
N04° 02' 84" W
40_00'
L11
N00° 59' 06" W
90.30'
L12
N00° 45' 31" W
120.52'
L13
N00° 31' 79" W
142.79'
L14
N00° 09' 06" W
40_00'
L15
S87° 56' 17" w
30_02'
L16
S87° 56' 17" E
42233'
L17
NO3' 27' 52"E
258.26'
L18
N00° 16' 04"E
173.11'
L19
NO3° 05' 11"E
28520'
L20
N04° 26'03"E
84.78'
L21
NO2° 53'08"E
41.02'
L22
NO3° 24'39"E
38206'
L23
N59° 40' 14" W
203_69'
L24
N56° 02' 55" W
193.22'
L25
N16° 14' 23" W
190.96'
L26
N24° 07' 20" W
125.96'
LW
N39" 57'40" W
142.54'
L28
N25" 01' 27" W
127.93'
L29
NO2' 16'33"E
521.16'
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF PITTSBORO STANDARDS AND SPECIFICATIONS.
200' 100'
SCALE IN FEET
HORIZONTAL
LINEAR
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AKPAR: 069931
'T,-I .REXFC RD GROUP L7D
PIN_-'9742-00-31-2060
AKPAR: 0069515
ZONING-: R-A (CZ)
AREA: 4.35 AC-
;11*E, VACANT
DB-: 0695 PG: 0188
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`11 '
L, 1
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AKPAR: 064901
AKPAR: 072122
AKPAR: 069520
AKPAR: 069939
AKPAR: 062513,
AKPAR: 069940
AKPAR: 069521
KPAR-: D06590\
AKPAR
PROPERTY OWNER
PIN NUMBER
ZONING
AREA
LAND USE
DB1PG
PROPERTYADDRESS
069934
JOSEPH MICHAEL BACETTA
9743-00-16-000
R-5
4.39 AC
RESIDENTIAL
206310478
2180 RUSSFI I CHAPEL RD-
069938
DONNA M. LOYD
9743-00-17-000
R-5A
6.81 AC-
RESIDENTIAL
142611114
2167 RUSSFI I CHAPEL RD-
069518
WILLIAM H. & JACQUELYN Z.
PYLE
9743-00-22-7335
R-54
4-23AC
VACANT
2034/0906
3054 OLD GRAHAM RD-
066449
ARNOLD S. & DIANA 5- MUNN
9743-00-22 9115
R-54
4-25AC
RESIDENTIAL
0571/0231
3000 OLD GRAHAM RD-
067615
JAMES E & ANDREA E ORBICH
9743-00-31-2692
R-54
4-27AG
RESIDENTIAL
0641/0389
2912 OLD GRAHAM RD-
069519
ROBERT G. WINZELER & LARRY S.
BRADLEY
9743-00-31-0657
R-54
4.16AC
RESIDENTIAL
1678/0535
2840 OLD GRAHAM RD-
069520
DARRIN POWELL & JULIE DANNER
9743-00-31-7430
R-54
4-15 AC
RESIDENTIAL
1063/0422
2792 OLD GRAHAM RD-
069939
JON C. & KRVSTAL M. PISTER
9743-00-22-000
R-54
4-25AC
RESIDENTIAL
1137/0501
2760 OLD GRAHAM RD-
062513
MARTHA M. SMITH & MARLOU S.
BACON
9743-00-41-2894
R-54
115_31 AC-
VACANT
1432/0672
0 OLD GRAHAM RD.
069940
RALPH J. & ALLISON CRUTCHFIELD
9743-00-22-000
R-54
4.22AG
RESIDENTIAL
0662 0948
2664 OLD GRAHAM RD-
069521
RALPH J. & ALLISON CRUTCHFIELD
9743-00-30-6262
R-54
4-23AC
VACANT
0999/1026
0 OLD GRAHAM RD.
070492
CAROL G. & DAVID P. SCHIRMER
9743-00-30-6262
R-54
4.28AC
RESIDENTIAL
1386/0118
2560 OLD GRAHAM RD-
006590
RANSDELL FARMS, LLG ET AL
9742-00-48-8701
R-54
138.95 AC-
VACANT
1592/0982
0 OLD GRAHAM RD-
006590
RANSDELL FARMS, LLG ET AL
9742-00-08-8701
R-54
138.95 AG
VACANT
1592/0982
0 OLD GRAHAM RD-
072122
HARVEY GUNTER JR. & MARY G.
WILLIAMS.
9742-00-38-2733
R-54
27.59 AC-
VACANT
IG V226
0 OLD GRAHAM RD.
069514
JUDITH SHIPLEY ETUX & DEBORAH &
CARR ESTHER W LIFE ESTATE
9743-00-30-1186
R-54
4-50AC.
RESIDENTIAL
1918/1060
2583 OLD GRAHAM RD-
064901
NANCY WALLACE & DORITH MORAN
MCLENDON Ill
9743-00-30-1598
R-5,4
4.35AG
RESIDENTIAL
0700/0880
2661 OLD GRAHAM RD-
069931
ROBY VANN & CYNTHIA CATES
CREEU
9743-00-22-000
R-5,4
3.76AC
RESIDENTIAL
077810304
2845 OLD GRAHAM RD-
069932
BETTY ANN JONES
9743-00-22-000
R-54
4.49 AC
RESIDENTIAL
0717/0966
3051 OLD GRAHAM RD-
069933
REXALLEN & PAMLEA WILSON
GODLEY LIFE ESTATE
9743-00-17-000
R-54
4-25AC-
RESIDENTIAL
1928/0505
3145 OLD GRAHAM RD-
065767
PAUL DAVID & ALJSA WIGGINS
9743-00-12-6241
R-54
4.41 AG
RESIDENTIAL
1020/0838
3185 OLD GRAHAM RD-
070547
MICHAEL HILLARD & DONNA
COOPER
9743-00-12-6241
R-54
4.21 AC
RESIDENTIAL
069411084
3225 OLD GRAHAM RD-
065768
LUISA ROJAS & EDUARDO A.
RODRIGUEZ
9743-00-12-4143
R-5A
4.16 AC
RESIDENTIAL
2027/0952
3295 OLD GRAHAM RD-
069135
JOHN PAUL 8 KATHRYN CREASON
9743-00-12 2130
R-54
6_51 AC
RESIDENTIAL
1504/0383
3345 OLD GRAHAM RD-
066124
JOHN PAUL & KATHRYN CREASON
9743-00-02-7120
R-54
4.02AC
RESIDENTIAL
0969/0752
3375 OLD GRAHAM RD-
070565
CURT E. & SUSAN C. ATKINSON
9743-00-02-7120
R-54
4.08AC
RESIDENTIAL
0769/0548
3425 OLD GRAHAM RD-
068416
SUSAN WORTHY
9743-00-02-4136
R-54
3.99 AC
RESIDENTIAL
1720;10085
3475 OLD GRAHAM RD-
062456
CHURCH OF GOD
9743-00-01-2991
R-54
1.34 AC-
CHURCH
1271/0172
89 MILLIKEN RD-
066880
TWYLA A 8 STERLING L PEOPLES
9733-00-90-5508
R-54
1.10 AC
RESIDENTIAL
0542/0896
215 MILLIKEN RD-
006588
TWYLA A PEOPLES
9733-00-90-8396
R-54
33.51 AC
RESIDENTIAL
1334/0728
556 MILLIKEN RD-
093108
ERNEST CLEMONS, JR.
9732-00-99-9148
R-54
550AC.
VACANT
2019/0382
0MILLIKENRD-
006074
CRYSTAL LONG
9742-00-07-8845
R-54
80.84 AG
VACANT
0280/0217
0 US HIGHWAY 64
GENERAL NOTES:
1- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO, CHATHAM COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS-
2- BOUNDARY SURVEY DATA IS BASED ON A SURVEY PERFORMED BY INFINITE LAND DESIGN DATED 27 JANUARY, 2021 AND
PROVIDED IN -DWG FORMAT- EXISTING CONDITION DATA SHOWN HERE IS NOT THE RESULT OF A FIELD SURVEY BY
SHIPMAN ENGINEERING, PLLC, AND SHOULD BE CONSIDERED APPROXIMATE IN NATURE TOPOGRAPHICAL INFORMATION
PROVIDED BY A COMBINATION OF FIELD SURVEY TOPO PROVIDED BY INFINITE LAND DESIGN AND NCDOT LIDAR CONTOUR
DATA- NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE DATA SHOWN ON THE SURVEY-
3- SUPPLEMENTAL TOPOGRAPHICAL AND EXISTING CONDITION DATA PROVIDED BY CHATHAM COUNTY GIS DATA, AERIAL
PHOTOGRAPHY, AND OTHER PERTINENT DATA SOURCES-
4- REFER TO EROSION & SEDIMENT CONTROL PLAN AND APPROVED CONSTRUCTION SEQUENCES BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS-
5- ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES-
6- NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED-
7- AREAS COMPUTED USIN G THE COORDINATE METHOD.
8.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS, COVENANTS, AND RESTRICTIONS OF
RECORD-
9- CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN- ALL APPLICABLE FEES SHALL
ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL
10- THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE COST AND COORDINATION WITH DUKE ENERGY FOR THE
RELOCATION AND/OR REMOVAL OF ANY ONSITE OVERHEAD POWER POLES AND LINES-
11- WETLANDS, SURFACE WATERS, AND JURISDICTIONAL STREAM INFORMATION PROVIDED BY OTHERS- A WETLANDS &
SURFACE WATER DELINATION IS CURRENTLY BEING PERFORMED BY S&EC- WETLAND LOCATIONS PROVIDED FROM SCALED
DRAWINGS PROVIDED BY THE OWNER- COORDINATE WITH CHATHAM COUNTY DEPARTMENT OF ENVIRONMENTAL QUALITY
(DREW BLAKE) AT 919-545.8394 FOR ENVIRONMENTAL IMPACT PERMITTING-
12- DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED
UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENGINEERS, CHATHAM COUNTY, AND NCDEQ DIVISION OF
WATER QUALITY-
13- TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN BUFFERS AND PERIMETER BUFFER
AREAS-
14- THIS PROPERTY IS LOCATED IN 'ZONE X' , AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN,
AS SHOWN ON FEMA FIRM MAP 3710974300K AND MAP 3710974200K, DATED NOVEMBER 17, 2017-
15- APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES- WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED BY THE AFFECTED PROPERTY OWNER.
DEMOLITIONNOTES:
1- REMOVE/DEMOLISH/ABANDON EXISTING FEATURES AFTER EROSION AND SEDIMENT CONTROL MEASURES ARE IN
PLACE AND AFTER THE APPROVAL OF THE ENGINEER.
2_ DO NOT INTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE OWNER OR OTHERS EXCEPT
WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE
ACCEPTABLE TEMPORARY UTILITY SERVICES.
a.NOTIFY ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF PROPOSED UTILITY SERVICE INTERRUPTIONS_
b- DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN PERMISSION FROM THE DESIGN
ENGINEER-
3- CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE
ENCOUNTERED- CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE
HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS-
4- SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE IN NATURE
AND HAVE BEEN LOCATED TO THE EXTENT POSSIBLE VIA ABOVE GROUND EVIDENCE ALONG OLD GRAHAM ROAD
ONLY- CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION, INCLUDING UTILITY "POTHOLING" OR
BY THE EXCAVATION OF TEST PITS AS NECESSARY TO DETERMINE THE UTILITY LOCATION, DEPTHS, AND MATERIALS_
5- VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONTRACTORIS RESPONSIBLE FOR DOCUMENTATION OF EXISTING FEATURES THROUGH THE USE OF PHOTOGRAPHY,
VIDEO, OR OTHER RECORDS PRIOR TO DISTURBANCE ON SITE
6- LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND REPAIR ANY DAMAGES TO EXISTING UTILITIES RESULTING
FROM CONSTRUCTION-
7- REMOVE ALL EXISTING ON -SITE TRASH AND DEBRIS- TRASH SHALL BE REMOVED AND DISPOSED OF IN A LEGAL
MANNER NOTIFY OWNER AND ENGINEER IF ANY HAZARDOUS MATERIALS (ASBESTOS, LEAD PAINT, ETC-) ARE
ENCOUNTERED-
8- SAWCUT PAVEMENT IN ALL LOCATIONS WHERE ABUTTING SIDEWALK OR NEW PAVEMENT IS EXISTING-
9- NOTIFY AND COORDINATE ANY REQUIRED RELOCATION AND/OR REMOVAL OF EXISTING UNDERGROUND UTILITIES,
POLES, METERS, OR OTHER ABOVE GROUND APPURTENANCES WITH THE APPROPRIATE UTILITY PROVIDER (I-E-
POWER, TELEPHONE, CABLE, AND NATURAL GAS/PROPANE) PRIOR TO THE START OF SELECTIVE DEMOLITION WORK-
10- ARRANGE SELECTIVE DEMOLITION SCHEDULE SO AS NOT TO INTERVENE WITH OWNER'S USE OF THE PROPERTY-
11- SHOULD UNCHARTED OR INCORRECTLY CHARTED EXISTING UTILITIES BE IDENTIFIED, CONTACT THE ENGINEER
IMMEDIATELY FOR INSTRUCTIONS- PROVIDE A SCALED DRAWING OF THE UNCHARTED OR INCORRECTLY CHARTED
UTILITY FOR USE BY THE ENGINEER IN PREPARING ADDITIONAL DIRECTIONS-
12- CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE, FREE OF DEBRIS, TRASH, OR OTHER CONSTRUCTION MATERIALS.
AREASSUBJECT TO SITE CONSTRUCTION ADJACENT TO THE PUBLIC RIGHT OF WAY AND PEDESTRIAN SIDEWALKS
SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORK DAY-
14- REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR THE INSTALLATION OF NEW WORK
AND/OR INFRASTRUCTURE
15. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL THE TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED
AND APPROVED.
DEMOLITIONLEGEND
ITEM TO BE DEMOLISHED
OR REMOVED
AREA TO BE DEMOLISHED
r.....wwwwwwr■ DEMOLITION LIMITS
EXISTING CONDITIONS LEGEND
253.47
LIGHT POLE
EX SPOT GRADE
UTILITY POLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
WATER METER
SIGN
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
FENCE LINE
ss SANITARY SEWER LINE
wWATER MAIN
NATURAL GAS MAIN
TELEPHONE LINE
MARKED UTLITY LINE
MINOR TOPOGRAPHICAL CONTOUR
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DRAWING DATE:
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02/15/2021
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PERMANENT WETLAND IMPACT AREA
PERMANENT LINEAR WETLAND IMPACT
PERMANENT STREAM IMPACT AREA
PERMANENT STREAM IMPACT AREA -NO PERMANENT
LOSS (DISSIPATOR PAD)
TEMPORARY STREAM IMPACT AREA
ZONE 1 RIPARIAN BUFFER IMPACT AREA
ZONE 2 RIPARIAN BUFFER IMPACT AREA
60 LF 18" RCP
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SHIPMAN
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137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
M PACT AREA 'A' TOTALS:
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACT: 0 LF
PERMANENT STREAM IMPACT AREA: 673 SF (0.015449 AC.)
PERMANENT STREAM IMPACT LENGTH: 61 LF
TEMPORARY STREAM IMPACT LENGTH: 63 LF
PERM_ STREAM -NO PERM_ LOSS LENGTH: 35 LF
PERM_ STREAM -NO PERM_ LOSS AREA: 346 SF (0.00794 AC_)
TEMPORARY STREAM IMPACT AREA: 465 SF (0.01067 AC_)
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 7,912 SF (0.18163 AC.)
ZONE 2 RIPARIAN BUFFER IMPACT AREA:4,340 SF (0.0996 AC.)
SCALE: 1 IN = 30
30' 15' 0 30'
SCALE IN FEET
HORIZONTAL
WETLAND 17,
•
176A ZONE 1 RIPARIAN
BUFFER IMPACT
k
I
PERM. STREAM
IMPACT -NO PERNWL u
LOSS (DISSIPATOR)
CORBETT LANDING SUBDIVISION
STREAM AND WETLAND IMPACT AREA 'A'
TOWN OF PITTSBORO, CHATHAM COUNTY. NORTH CAROLINA
WL172
— PERENNIAL
STREAM
WL167B
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

465
460
455
450
445
440
438
LEFT EDP
STA 10+52.82
EL 458 10
EXTENDED PRECAST
CONC. HEADWALL
RIGHT EOP
STA 10+74.22
EL 457.73
ROADSIDE SWALE
SIDEWALK
EXTENDED PRECAST
CONC_ HEADWALL
53 LF 8'x8' BOX
CIA VFRT
WINGWALL
STA 10+29.10
FG- 445 00
.MIN,
-`—
CULVERT INLET
IN
TOP OF BANK
LEX_ GRADE
STA 10+43.96
V_IN_442.00
FG: 443.00
(12- BURY) tS I IMAI ED tXIS I ING
CHANNEL BOTTOM
WINGWALL
STA 11+07.33
FG: 446.00
CULVERT DISCHARGE
STA 10+98.10
/— INV. OUT: 441.00
I-G 442.00
(12BURY)
RIP RAP APRON
/ 32'Lx36'Wx24"1-
NCDOT CL. 2 STONE
(FLUSH W/ EX_
CHANNFI BOTTOM)
:t �i► ~
dram. am.
/Lli:I,'f
a
8
a
9+75 10+00
SHEET WI-03
10+50
11+00
465
460
455
450
445
440
438
11+50 11+75
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
VERTICAL
80'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
STREAM IMPACT 'A' CULVERT PROFILE
TOWN OF PITTSBORO, CHATHAM COUNTY. NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

V v
VVVVVVVVVVv
74047VV47V4
PVVVVVVVVVC
EEEEEEEEEEEEEEEE
000000000000000E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
\\ r'
\
•
,kIMITS OF
DISTURBANCE
/ ZONE 2 RIPARJXN
// BUFFER (TACT /40.0 ■
PERMANENT STREAM IMPACT AREA -NO PERMANENT
LOSS (DISSIPATOR PAD)
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACT: 146 SF (0.0033 AC_)
PERMANENT STREAM IMPACT AREA: 433 SF (0.00994 AC_)
PERMANENT STREAM IMPACT LENGTH: 58 LF
PERM. STREAM -NO PERM. LOSS LENGTH: 25 LF
PERM. STREAM -NO PERM. LOSS AREA: 190 SF (0.00436 AC.)
TEMPORARY STREAM IMPACT AREA: 278 SF (0.00638 AC_)
TEMPORARY STREAM IMPACT LENGTH: 50 LF
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 6,473 SF (0.14860 AC_)
ZONE 2 RIPARIAN BUFFER IMPACT AREA: 3,331 SF (0.07647 AC.)
/ • ONE 2 RIPARIAN
•
.(OFFER IMPACT lx�
ST E
kvi
T- ❑ PERM_
(DISSIPAT9R)
- ► -
- IP AP ENERGY
�— —`. DISSIPATOR-24'Lx27 Wx24"
_ -1CDOT CLASS 2 STONE
_d50=18" j . //—
• — — �'' �ETIU� WI E�{IST11VG
AT
�% / //./'
r STRAW WATTkE "RCP
;�4y
11 4/ • / /eTYR)
GAI/ TES
SHEET WI-04//),- //i r f r / 60P U B L I R W
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
STREAM AND WETLAND IMPACT AREA 'B'
TOWN OF PITTSBORO, CHATHAM COUNTY. NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

470
465
460
455
450
445
a
LEFT
FOP
STA
10+44.55
EL:
461.36
RIGHT
STA
10+65.-6
EOP
ROADSIDE
EL
461.48
SWALE
-\
EXTENDD
PRECAST
IDEWALK
CONC_
HEADWALL
EXTE
PRE
DED
ST
WINGWALL
HEA
ONC_
ALL
STA
FG:
10+80
453.00
09
WI
WALL
TOP
FX
OF
[�RADF
BANK
STA
1
FG
+09.41
455
00
CULVERT
STA
10+76.20
DISCHARGE
INV_
FG-
OUT:
451
80
450.80
56 LF
60"
RCP
(12"
BURY)
@
3_40%
RIP
241x27'Wx24'T
RAP
APRON
��
►.-�
NC
(FLUSH
DOT
CL_2STONE
WI EX
► CHANNEL
BOTTOM
CUL\
ERT
INLET
-74v,;!j
'+'*'ii,
STA
INV_
10+19.09
IN:
452.70-
FG.
(12"
453.70
BURY)
ESTIMATED
CHANNEL
EXISTING]
BOTTOM
-t
v
NI-
453.53
a
9+75 10+00
SHEET WI-05
10+50
11+00
470
465
460
455
450
445
11+50
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
VERTICAL
80'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
STREAM IMPACT 'B' CULVERT PROFILE
TOWN OF PITTSBORO, CHATHAM COUNTY. NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01124/2022

v
V V V V V VV V V
vVVVVVVvv
VVVVVVvvc•
O 000000000000000
O 000000000000000
HEENEENEE
PERMANENT WETLAND IMPACT AREA
PERMANENT LINEAR WETLAND IMPACT
PERMANENT STREAM IMPACT AREA
PERMANENT STREAM IMPACT AREA -NO PERMANENT
LOSS (DISSIPATOR PAD)
TEMPORARY STREAM IMPACT AREA
ZONE 1 RIPARIAN BUFFER IMPACT AREA
ZONE 2 RIPARIAN BUFFER IMPACT AREA
PRESTON TR-
6 _EJJ- "E I C1 R LW -
11
SILT FENEE-(T:P_) 11.
SEGMENTAL
TAINING WALL
}} WI HANDRAIL
STREAMITOP 0
} BANK
WL11 WL
WL02
/
/
/
/
SHEET WI-06
11 LF 24" KIP
n
1 '
STREARI'F'
1
1
1
MPORARY
SEDIMENT
BASIN /
/J. V
1
I
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
/
/
r �1
/
/
/
/
IMPACT AREA 'C' TOTALS:
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACT: AREA 313 SF (0.00719 AC_)
PERMANENT STREAM IMPACT AREA: 1,060 SF (0.02433 AC_)
PERMANENT STREAM IMPACT LENGTH: 204 LF
PERM. STREAM -NO PERM. LOSS LENGTH: 17 LF
PERM. STREAM -NO PERM. LOSS AREA: 56 SF (0.00129 AC_)
TEMPORARY STREAM IMPACT AREA: 53 SF (0.00122 AC.)
TEMPORARY STREAM IMPACT LENGTH: 12 LF
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 0 SF
ZONE 2 RIPARIAN BUFFER IMPACT AREA: 0 SF
• LIMITS OF
DISTURBANCE
\
\ \ 19 LF 18" RCP`
@1.00%
1
1
1
1
1
1
ENT INTERM)TTENT
IMPACT J
/
SCALE: 1 IN = 30 FT
30' 15' 0 30'
SCALE IN FEET
HORIZONTAL
TEMPORARY
STR
IMPACT
1
1
1
1
1
1
PER
STR
F 24" RCP
2°la
DI#033
CORBETT LANDING SUBDIVISION
STREAM AN ❑ WETLAND IMPACT AREA 'C'
TOWN OF PITTSBORO, CHATHAM COUNTY. NORTH CAROLINA
i
Zr
,,`"39LF18"RCP
/
/
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

490
485
480
475
470
465
LEFT
OP
:IA10+4
EL:4
_29-
06
❑I#027
STA
11+32
I
481
19
00
RIGHT
DOP
INV
473
77
STA
EL:
10+85.54
482.89
SIDEWALK
HWI/026
TOP
OF
EL_
WALL
482
20
I
STA
10+80.61
RFTAWING
SEGMENT•
W
I
ROADSIDE
STA
10+21.'
3 �
SWALE
FXISTING
GRADE
48
LF 24"
a3.82%
RCP
4
•
INV
IN:475.60
Wel
:PzIz
70:0 0
11
@7i
LF 24"
581%
RCP
RIP RAP
14'Lx161Wx18
APR
•
N
NCDOT
C
STO
_ I
(FLUSH
CHANN
WI ;o
L
BOTT•
)
INV
•
24'
T 473.15
RCP
c
473.36
474.46
9+75 10+00
SHEET WI-07
10+50
11+00
490
485
480
475
470
465
11+50
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
VERTICAL
80'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
STREAM IMPACT'C' CULVERT PROFILE
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

V v
VVVVVVVVVV9
7404VVV47V4
vv V44v V444c
EEEEEEEEEEEEEEEE
000000000000000E
EEEEEEEEEEEEEEEE
p0p0p0 0
0 0 0 0Q(
PERMANENT WETLAND IMPACT AREA
PERMANENT LINEAR WETLAND IMPACT
PERMANENT STREAM IMPACT AREA
PERMANENT STREAM IMPACT AREA -NO PERMANENT
LOSS (DISSIPATOR PAD)
TEMPORARY STREAM IMPACT AREA
ZONE 1 RIPARIAN BUFFER IMPACT AREA
ZONE 2 RIPARIAN BUFFER IMPACT AREA
0 r N
WILLIAMS LN.
60 PUBLIC R/1.
vo
1
r
485-
1 DI#133 ob, ^r ' • .i +
I l l I I f+ h 1
\ �it �� ` ++ ++ + J + r * 1+ '1
\\\1 \ NI 1 I lef i4 i+ J I B' \
I 1 IIy !I I
1 1 1 1 1 I J F j 1 j l f I I
I I I I 1LIMITS OF
_ I 1 I DISI<LIRBANCEI 1 1 1
_f --1/-1- -1__1 I f +
1 1 1 I I
+ / 1+ 11 l f++ r i l ; I+
` If i f If + i i If l +�� +'
l l I ' I i` r1 I+ 11 ! I + r 11+ f II
l 11 1' 1 1 1 i 11 II i I l 1 1+ ++ + I I f 11�.
I II 1 1 I i II l I I 11I 1` lI II l II I I i 1 1iii �f
1 1 1 1 1 i 1 1+� l 1 1
toe` �,�,�.1�
1 1 1 1 LOD• ' Cp"�
1 0
1 1 1
1 ,� I I 4 I I �•
,I Ni
I 1
l
1 µ1
III t 1 l rl
11 II i` 1I I II 1 I l I
I I� 1 1 1 11l
l 1 1 1 I I l l
ill I I I 1r1 1 1 I 1
1 1 I 1 ,„
I I ti 01
SHEET WI-08
NOTE:
IMPACT AREA 'D' TOTALS:
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACTS: 0 LF
PERMANENT STREAM IMPACT AREA: 0 SF
PERM- STREAM -NO PERM- LOSS AREA: 0 SF
TEMPORARY STREAM IMPACT AREA: 0 SF
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 0 SF
ZONE 2 RIPARIAN BUFFER IMPACT AREA: 473 SF (0-0109 AC-)
SCALE: 1 IN = 30 FT
30' 15' 0 30'
60'
SCALE IN FEET
HORIZONTAL
1
HW#131
1
t
III
MS-• • I 1/ 11" f /
1/i
v/1/1 I?f1r"1wro° 111^6'11
/ L 75 LF 18" RCP 1 1 ' 1 1, 1, 1-
/ @ 5.979E / 1 1 1
1 . 1 1 1
+' 1/ 1 1 , 1,' 1
f l l '�1 'I 1 1 1 1
.I 11 1 1• 1 1
,+ 1+ I r I 1 '�' 1
I
Iit/it
.'+ ((I
f/ rIII I/
rI /� NJ rr
\ r
Ii` \▪ / /
1 1 1, , I I ��
11 1 \rK \ -"�
..,,V
NOTE: GRADING IN ZONE 2 SHALL NOT AFFECT THE
HEALTH OF EXISTING VEGETATION iN ZONE 1 AND
SHALL COMPLY WITH ITEM 9 OF THE NEUSE BUFFER
RULES_ ALL DISTURBED AREAS IN THE ZONE 2 IMPACT
AREA SHALL BE STABILIZED AND REVEGETATED-
0'
1
1 1 /ie
1 /5g1 PARIAN
1 1
' 1
1
t \ 'BUFFER N
\■ \\
\ ■ \\ \\ \�
Y
1 ,i /
�' �' ,
I/
N
I i 1
F..
N 1 ' ■
• 2 \ 1 //
.' 1 i i It\v\ 1 ] r' 1 i rr r�r \ • it
1 r I
✓ ' r
r '�
' I i 1
I 1
•
I i
ZONE 2 IM A "DEEMED
ALLOWAB " PACT -SE
I NOTE r
fa a
f�
ji
ii
'I
■
GRADED 2:1
(H:V) SLOPE J /
' ZONE 1
o
1.0
I
� 1
r
F
STREAM 'D. I /
r f
■ !• ice
rr/ f • ■
[//
,f
1
•i 4 j
PERENNIAL
STREAM
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
RIPARIAN BUFFER IMPACT AREA'D'
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

Vv vvvv vvvv v
VVVV•VVVVVVV
`,P047VV47P9
PFVVVVVVVVC
13131313131313131313131313131313
EEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEE
- '464 ---
WL
PERMANENT WETLAND IMPACT AREA
PERMANENT LINEAR WETLAND IMPACT
PERMANENT STREAM IMPACT AREA
PERMANENT STREAM IMPACT AREA —NO PERMANENT
LOSS (DISSIPATOR PAD)
TEMPORARY STREAM IMPACT AREA
ZONE 1 RIPARIAN BUFFER IMPACT AREA
ZONE 2 RIPARIAN BUFFER IMPACT AREA
WL36A WETLAND
Lc.31,1 L
••••,,
vv
Wil 8A
4
!NEAR
LAND 4
DRIVEWAY
LINEAR WETLAND
IMPACT
TEMPORARY
NhINEAR WETLAND
IMPACT
LW
10+00
70x70 HOUSE
STRUCTURE ENVELOPE
NOTE: EXACT PIPE CROSSING
DEPTH AND DRIVEWAY GRADING
ARE UNKNOWN. THIS IMPACT
ASSUMES 8' OF IMPACT WIDTH
ON EITHER SIDE OF THE
DRIVEWAY WHICH ALLOWS FOR
4' OF FILL SLOPE (2H:1V) ON
EITHER SIDE OF THE DRIVE
N
SHEET WI-09
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
WL49
WL42
•
IMPACT AREA 'DTOTALS:
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACTS: LENGTH: 28 LF
AREA: 84 SF (0.0019 AC.)
TEMPORARY LINEAR WETLAND IMPACT: LENGTH: 5 LF
AREA: 16 SF
PERMANENT STREAM IMPACT ARE& 0 SF
PERM. STREAM —NO PERM. LOSS AREA: 0 SF
TEMPORARY STREAM IMPACT AREA: 0 SF
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 0 SF
ZONE 2 RIPARIAN BUFFER IMPACT AREA: 0 SF
SCALE: 1 IN = 30 FT
30' 15' 0 30'
DI#095
SCALE IN FEET
HORIZONTAL
WETLAND 4
WL45
CORBETT LANDING SUBDIVISION
LOT 83 LINEAR WETLAND 4 IMPACT
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
••
20' ZONE
2 BUFFER
4°6111-
iiii000 MI II
•
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01124/2022

470
465
460
455
450
CS
DRIVEWAY
CROSSING,
RIGHT
FOP
LEI-
STA 10+53.00
I LOP
-
STA
10+65.00
463 55
EL:
463_55
_EL
LIMITS
OF
DISTURBANCE
LIMITS
OF
STA
90+42.44
LII8
STA
I URI3ANCE
10+75.47
BOTTOM
OF
FILL
SLOPE-13WIN
IMPACT
STA
10+45.00
BOTTOM
SLOPE
-END
OF
IMPACT
FILL
5 I A
10+73_00
460.62
459.74
Q
458.88
IS-
F
10+00
SHEET WI-1 0
10+50
470
465
460
455
450
11+0011+18
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
VERTICAL
80'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
STREAM IMPACT'C' CULVERT PROFILE
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01124/2022

V v
VVVVYVVVVV9
`,4047VV47V4
vv V44v V444c
EEEEEEEEEEEEEEEE
000000000000000E
EEEEEEEEEEEEEEEE
�00000{
0000(
PERMANENT WETLAND IMPACT AREA
PERMANENT LINEAR WETLAND IMPACT
PERMANENT STREAM IMPACT AREA
PERMANENT STREAM IMPACT AREA -NO PERMANENT
LOSS (DISSIPATOR PAD)
TEMPORARY STREAM IMPACT AREA
ZONE 1 RIPARIAN BUFFER IMPACT AREA
ZONE 2 RIPARIAN BUFFER IMPACT AREA
N
A64
SHEET WI-11
Vev
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
1
IMPACT AREA'S' TOTALS:
PERMANENT WETLAND IMPACT: 0 SF
PERMANENT LINEAR WETLAND IMPACTS: 0 SF
TEMPORARY LINEAR WETLAND IMPACT: 0 SF
PERMANENT STREAM IMPACT AREA: 0 SF
PERM. STREAM -NO PERM. LOSS AREA: 0 SF
TEMPORARY STREAM IMPACT AREA: 0 SF
ZONE 1 RIPARIAN BUFFER IMPACT AREA: 0 SF
ZONE 2 RIPARIAN BUFFER IMPACT AREA: 0 SF
SCALE: 1 IN = 30 FT
30' 15' 0 30'
LQ 1
STREAM 'P
466-
16' SPAN
BRIDGE ABUTMENT
OR FOUNDATION
(TYP. EACH SIDE)
70'x70.1.I0USE
STRUCJt7RE ENVELOPE AZZ
#10
I
- / b'K
/ /
��
// / / _ 1--- f
f--1 r
/ / t ......,,.O
/ /L ----
/ I/
I'
SCALE IN FEET
HORIZONTAL
NG1N: ERED l 1
R BRI 1 GE
-RJR : (BY
NIS
CORBETT LANDING SUBDIVISION
LOT 48-STREAM 'F' CROSSING
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
J
U
60'
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01/24/2022

480
475
470
465
460
Csj
a
BRIDGE
STRUCTURE
16'
SPAN
i* IUGE
- ABUTMENT
3RIDGE
ABUTMENT
STA
10+67.56
STA
10+51.56
I
\
\
t
17Lr''/
STREAM
BANK
STA
10+56.89
_ STRAM
STA
10+61.77
BANK
472.71
4
Y
10+00
SHEET WI-12
10+50
480
475
DRIVEWAY
GRADES
(APPROXIMATE)
470
465
460
11+00
SCALE: 1 IN = 40 FT
40' 20' 0 40'
SCALE IN FEET
VERTICAL
80'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
LOT 48 -STREAM 'F' CROSSING PROFILE
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #- 2020-031
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01124/2022

4-
�__ _4 :� +
tok MI
+ 1
.EL=
469.25
SHEET FLIJW
L= 151 LF/
5= 2.45°
N=0.41 lr
SCF•,
L= 242 L`R,
S-111.74 %'
r% jr 5= 2-0496 - jy L= 204 LF
f
rl I SHEET FLQWx �_ 1
r L= 145 LE
i-0.41 j
EL= ------
1 504.1 a ---
AM_11111 MR mg
dir
CHANNEL FLOW
X-SEC= 3.5 SF
WP= 6.82 LF
Iy L=966 LF
+ - _-_..5= 2.04%
' SCFi
L�d3Q LF
iS= 12.33%
/ CHANNEL FLOI)y
/ X-SEC= 3.5 SF '1
WP= 6.82 LF
L= 87 LF
S=1.11%
i' •
F f / /
' i1
' ' "•"jy`µ~ �.--"`""' it ! r''f
-.._- ,��--_•-..•• N89° 55' 59"E /244 r�6' 0J.
,✓
' ,., ; .y.._••� ,Ay+� . -._ --.--------- wry''' ; rj:
EL=
455.00
-SHEET FLOW
L= 125 LF
5=9..�
CHANNEL FLOW
X-SEC= 3.5 SF
WP= 6.82 LF
L= 386 LF
S= 2.72%
SHEEI'FLOW
L= 197 LF
S= 4.94%
N=0.41
- EL=509.80 uI CHANNEL FLOW F. -- -O
YYY
228 LF - /�I
---- ______________ .v\\„oss:oevkli
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WATERSHED DESIGNATION
DRAINAGE AREA
IMPERVIOUS AREA
WOODED AREA
CLEARED AREA
CURVE NUMBER
TIME OF
CONCENTRATION
PRE -DEVELOPMENT POA 1
479.91 AC.
12.13 AC_
427.48 AC.
37.30 AC_
60
57.4 MIN_
PRE -DEVELOPMENT POA 2
8.61 AC_
0.16 AC_
8.20 AC_
0.25 AC.
56
27.9 MIN.
PRE -DEVELOPMENT POA 3
137.43 AC.
1.81 AC_
132.35 AC_
3.27 AC.
56
48.7 MIN.
PRE -DEVELOPMENT POA 4
33.11 AC.
0.00 AC.
32.84 AC_
0.27 AC.
55
24.0 MIN.
POST -DEVELOPMENT HYDROLOGY
WATERSHED DESIGNATION
DRAINAGE AREA
IMPERVIOUS AREA
WOODED AREA
CLEARED AREA
CURVE NUMBER
TIME OF
CONCENTRATION
DRY DETENTION BASIN 1
8.15 AC_
1.46 AC.
0.00 AC.
6.69 AC.
68
30.2 MIN_
DRY DETENTION BASIN 2
4.31 AC.
1.26 AC_
0.00 AC_
3.05 AC.
72
41.6 MIN.
DRY DETENTION BASIN 3
10.19 AC_
2.02 AC_
0.00 AC_
8.17 AC.
68
19.3 MIN.
DRY DETENTION BASIN 4
9.64 AC_
1.86 AC_
0.00 AC_
7.78 AC.
68
29.9 MIN.
DRY DETENTION BASIN 4
9.64 AC.
1.86 AC_
0.00 AC_
7.78 AC.
68
24.0 MIN.
DRY DETENTION BASIN 5
2.02 AC.
0.44 AC_
0.00 AC_
1.58 AC.
69
14.5 MIN.
DRY DETENTION BASIN 6
12.60 AC_
2.80 AC.
0.00 AC_
9.80 AC.
69
17.3 MIN.
DRY DETENTION BASIN 7
5.79 AC_
1.36 AC_
0.00 AC_
4.43 AC_
70
18.3 MIN.
DRY DETENTION BASIN 8
37.16 AC.
6.91 AC.
0.00 AC_
29.35 AC_
68
39.1 MIN_
DRY DETENTION BASIN 9
9.92 AC_
1.86 AC.
0.00 AC_
7.78 AC.
69
23.4 MIN.
DRY DETENTION BASIN 10
6.24 AC_
1.44 AC_
0.00 AC_
4.80 AC.
70
16.5 MIN.
DRY DETENTION BASIN 11
10.21 AC_
2.46 AC.
0.00 AC_
7.75 AC.
70
22.5 MIN.
DRY DETENTION BASIN 12
21.07 AC.
4.71 AC.
0.00 AC_
16.36 AC_
69
41.6 MIN.
DRY DETENTION BASIN 13
8.34 AC_
1.51 AC_
0.00 AC_
6.83 AC_
68
28.1 MIN.
DRY DETENTION BASIN 14
2.30 AC.
0.44 AC_
0.00 AC_
1.86 AC.
68
17.1 MIN.
POST-DEV BYPASS 1
379.37 AC.
12.71 AC.
329.30 AC.
37.36 AC_
60
57.4 MIN.
POST-DEV BYPASS 2
3.17 AC_
0.35 AC_
1.83 AC.
0.99 AC.
62
33.1 MIN_
POST-DEV BYPASS 3
87.41 AC_
2.50 AC.
78.91 AC_
6.00 AC_
57
48.7 MIN.
POST-DEV BYPASS 4
5.78 AC_
0.69 AC.
1.28 AC.
3.81 AC.
64
38.1 MIN_
PEAK FLOW ROUTING SUMMARY
WATERSHED DESIGNATION
1 YEAR-24 HR_
10 YEAR-24 HR.
25 YEAR-24 HR.
100 YEAR-24 HR.
POST DEV TO SCM 1
2.309 CFS
9.780 CFS
13.58 CFS
20.13 CFS
POST DEV TO SCM 2
1.901 CFS
6.644 CFS
8.970 CFS
12.90 CFS
POST DEV TO SCM 3
5.315 CFS
21.75 CFS
30.12 CFS
44.58 CFS
POST DEV TO SCM 4
3.773 CFS
15.98 CFS
22.19 CFS
25.85 CFS
POST DEV TO SCM 5
1.305 CFS
4.931 CFS
6.773 CFS
9.910 CFS
POST DEV TO SCM 6
7.285 CFS
28.12 CFS
38.69 CFS
56.78 CFS
POST DEV TO SCM 7
3.685 CFS
13.50 CFS
18.45 CFS
26.85 CFS
POST DEV TO SCM 8
11.83 CFS
50.54 CFS
70.39 CFS
104.48 CFS
POST DEV TO SCM 9
5.176 CFS
20.37 CFS
27.98 CFS
41.15 CFS
POST DEV TO SCM 10
4.419 CFS
15.92 CFS
21.69 CFS
31.48 CFS
POST DEV TO SCM 11
5.877 CFS
21.90 CFS
29.89 CFS
43.59 CFS
POST DEV TO SCM 12
7.026 CFS
28.45 CFS
39.33 CFS
57.92 CFS
POST DEV TO SCM 13
3.264 CFS
13.83 CFS
19.20 CFS
28.45 CFS
POST DEV TO SCM 14
1.200 CFS
4.908 CFS
6.799 CFS
10.06 CFS
POST DEV POA 1 BYPASS
32.02 CFS.
250.26 CFS
383.33 CFS
623.78 CFS
POST DEV POA 2 BYPASS
0.526 CFS
3.540 CFS
5.247 CFS
8.264 CFS
POST DEV POA 3 BYPASS
4.449 CFS
50.43 CFS
80.98 CFS
137.94 CFS
POST DEV POA 4 BYPASS
1.133 CFS
6.371 CFS
9.235 CFS
14.25 CFS
SCM 1 ROUTING
0.192 CFS
7.523 CFS
11.86 CFS
19.46 CFS
SCM 2 ROUTING
0.561 CFS
6.190 CFS
8.568 CFS
12.65 CFS
SCM 3 ROUTING
0.53 CFS
10.71 CFS
20.26 CFS
39.23 CFS
SCM 4 ROUTING
0.399 CFS
9.712 CFS
14.14 CFS
28.85 CFS
SCM 5 ROUTING
0.017 CFS
2.755 CFS
5.667 CFS
9.367 CFS
SCM 6 ROUTING
0.775 CFS
11.99 CFS
28.50 CFS
52.26 CFS
SCM 7 ROUTING
0.338 CFS
9.868 CFS
15.55 CFS
25.12 CFS
SCM 8 ROUTING
2.016 CFS
19.09 CFS
44.07 CFS
91.50 CFS
SCM 9 ROUTING
0.094 CFS
1.845 CFS
3.874 CFS
19.87 CFS
SCM 10 ROUTING
0.164 CFS
3.925 CFS
5.457 CFS
17.96 CFS
SCM 11 ROUTING
0.814 CFS
21.17 CFS
28.93 CFS
42.72 CFS
SCM 12 ROUTING
1.240 CFS
24.10 CFS
35.53 CFS
55.96 CFS
SCM 13 ROUTING
0.307 CFS
9.912 CFS
16.08 CFS
27.24 CFS
SCM 14 ROUTING
0.228 CFS
4.917 CFS
6.797 CFS
10.02 CFS
POINT OF ANALYSIS PEAK FLOW COMPARISON
WATERSHED DESIGNATION
1 YEAR-24 HR.
2 YEAR-24 HR_
10 YEAR-24 HR.
100 YEAR-24 HR_
PRE -DEVELOPMENT POA 1
40.25 CFS
92.96 CFS
314.60 CFS
784.16 CFS
PRE -DEVELOPMENT POA 2
0.428 CFS
1.438 CFS
I
6.612 CFS
18.59 CFS
PRE -DEVELOPMENT POA 3
5.568 CFS
16.56 CFS
72.84 CFS
206.53 CFS
PRE -DEVELOPMENT POA 4
1.289 CFS
4.946 CFS
25.21 CFS
73.23 CFS
POST-DEV POA 1 COMBINED
33.70 CFS
90.35 CFS
340.51 CFS
815.98 CFS
POST-DEV POA 2 COMBINED
0.578 CFS
1.221 CFS
I
4.693 CFS
26.19 CFS
POST-DEV POA 3 COMBINED
4.809 CFS
20.66 CFS
74.61 CFS
248.42 CFS
POST-DEV POA 4 COMBINED
1.289 CFS
6.220 CFS
29.50 CFS
96.74 CFS
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SSoil & Environmental Gorisultants, PA
E 8412 Falls of Neuse Road,Suite 104,Raleigh,NC 27615•Phone: [phone]• Fax: [phone]
sandec.com
To: U.S.Fish and Wildlife Service February 23,2022
Raleigh Field Office S&EC Project No: 10223.W9
P.O. Box 33726
Raleigh,NC 27636-3726
Re: Online Project Review Request,C'orbett Landing,Pittsboro—Chatham County,North
Carolina
We have reviewed the referenced project using the USFWS North Carolina Field Office's online project
review process and have followed all guidance and instructions in completing the review. We completed
our review February 23, 2022 and are submitting our project review package in accordance with the
instructions for further review.
Our proposed action consists of:A planned residential development that is proposing impacts to wetlands
and streams.
The location of the project and the action area are identified on the enclosed maps.
Corbett Landing(35.756905, -79.194944). The site is located at Old Graham Road,Pittsboro—Chatham
County,North Carolina.
Construction will commence following the anticipated Section 404&401 Approvals and should be
completed by the Nationwide Permit Expiration date of March 15,2026.
This project review is needed under provisions of Section 7 of the Endangered Species Act(ESA), and
per General Condition 18 of Nationwide Permit 29.
The enclosed project review package provides the information about the species and critical habitat
considered in our review.The species conclusions table included in the package identifies our
determinations for the resources that may be affected by the project.
For additional information,please contact Mason Montgomery at [e-mail]
Sincerely,
SOIL& ENVIRONMENTAL CONSULTANTS,PA
Mason Montgomery
Environmental Scientist,Wetlands Department
Enclosures:
1. Project Request Review Package 6. FWS Official Species List
2. S&EC T&E Species Report 7. NHP Report
3. Vicinity Maps 8. FWS Species Conclusion Table
4. S&EC Photo Report 9. FWS Self-Certification Letter
5. Overall Site Plan

S Environmental Consultants, PA
Soil &
EC 8412 Falls of Neuse Read,Suite 104,Raleigh, NC 27615•Phone: [phone]•Fax:[phone]
sandec.com
February 23, 2022
S&EC Project No.: 10223.W9
To: the Rexford Group, Itd.
Attn: Ford D'Aprix
362 Mountain Laurel
Chapel Hill, NC 27517
Re: THREATENED & ENDANGERED SPECIES REPORT
Corbett Landing (+1- 196 acres)
Old Graham Road, Pittsboro, Chatham County, NC
Dear Mr. D'Aprix:
On February 3, 2022, Soil & Environmental Consultants, PA (S&EC) evaluated the Corbett Landing
shown on the attached maps for potential endangered species. The property is located off Old Graham
Road in Chatham County, NC. Surface waters on-site flow into Brooks Creek (Branch) in the Cape Fear
River Basin, which has been classified in the "Classification and NC DWQ Standards Applicable to
Surface Waters and Wetlands of North Carolina" as WS-IV, B; NSW.
We obtained the attached automatically generated official species list from the U.S. Fish &Wildlife
Service (FWS) and N.C. Natural Heritage Program (NHP) report identifying the protected species on or
within one mile of the project area that could potentially be affected by the project. These FWS &NHP
reports were updated as of the date of this report. The official species list is valid for 90 days.
We conducted site assessments to identify potential suitable habitat and preliminary surveys for the
individual species listed on the official species list. This included assessing the physical characteristics of
the streams, identifying forest types, and looking for evidence of the listed species on-site.This survey
did not include any detailed sampling or netting. The results of the search are discussed below.
Corbett Landing-S&EC Threatened&Endangered Species Report
Page 1 of 4

February 23,2022
S&EC Project#10223.W9
RESULTS:
The FWS official species list identified the following species for the Evaluation limits:
• Red-cockaded Woodpecker (Picoides borealis), Endangered
• Cape Fear Shiner (Notropis mekistocholas), Endangered
• Harperella (Ptilimnium nodosum), Endagered
Of the species identified on the official species list, the NHP report did not identify any Federally
threatened or endangered species within the project area or within one mile of the project area. Other
State listed species were found within the project area as listed in the attached NHP report. The NHP
report did not identify any natural or managed land areas within the project area or within one mile of
the project area.
RED-COCKADED WOODPECKER (Picoides borealis):
S&EC personnel conducted preliminary surveys of suitable habitat (foraging and cavity trees) and
individual Red-cockaded Woodpeckers (RCWs) within the project area. We found no individual
RCWs within the project area. The NHP report did not list any known elemental occurrence within the
project area or within one mile of the site. We found no ideal suitable habitat (e.g., Long Leaf pine
forests) within the project area. The Loblolly pine stands on-site have been either cleared or thinned.
Given the lack of species present, and no presence of suitable habitat we concluded that the project
would have "No effect' on RCWs.
CAPE FEAR SHINER(Notropis mekistocholas)
During the preliminary survey for the Cape Fear Shiner we looked for any suitable habitat and
evidence of the species being present. The NHP report did not list any known elemental occurrence
within the project area or within one mile of the site. These species are found in the Upper Cape Fear
River Basin. The suitable habitat these species are found in are streams with rocky substrate with slow
flowing water. While we did not specifically sample for the species, we also did not find any evidence
of the species while conducting our preliminary surveys of the streams for potential suitable habitat.
Our preliminary survey concluded that potential marginal habitat exists on-site. The second order
perennial streams on-site were +/-5 feet wide with high baseflow and had a sandy cobble substrate.
Corbett Landing-S&FC Threatened&Endangered Species Report
Page 2 of 4

February 23,2022
S&EC Project#10223.W9
Additionally, the other streams on-site did not have suitable habitat. Due to the distance between the
unnamed tributaries on-site and Brooks Creek(+1-1.15 miles), as well as two piped road crossings
between, we have concluded that the project would have "No effect" on the Cape Fear Shiner.
HARPERELLA (Ptilirnnium nodosum):
S&EC personnel conducted preliminary surveys of suitable habitat within the project areas. It should
be noted this survey took place outside of the optimal survey window (July through early September).
The NHP report did not list any known elemental occurrence within the project area or one mile of the
project area. While we did not find any Harperella plants within the project area, our survey was
conducted outside of the optimal survey window and as suitable habitat was found within the perennial
streams, it is possible that Harperella exists and therefore we concluded the project would "May
affect' Harperella. We recommend consulting with the USFWS and/or conducting follow up surveys
within the optimal survey window.
BALD EAGLE (Haliaeetus leucoceplralus):
S&EC personnel conducted preliminary surveys of suitable habitat, nesting sites, and individual Bald
Eagles within the project area. During our survey, we found no evidence of Bald Eagles or any nesting
sites within the project area. The NHP report did not identify any known nests on-site or within one
mile of the site. Given the lack of species present, we have concluded that the project is "Unlikely to
disturb nesting bald eagles". We believe no Eagle Act Permit is required.
NORTHERN LONG-EARED BAT (Myotis septentrionalis):
S&EC personnel conducted preliminary surveys for suitable habitat and individual Northern Long-
eared Bats (NLEB's) within the project area. During our survey,we found no individual species.
Relying upon the findings of the 1/5/2016 Programmatic Biological Opinion for Final 4(d) Rule on the
Northern Long-Eared Bat and Activities Excepted from Take Prohibitions to fulfill our project-
specific section 7 responsibilities." Due to the nature of the project being residential development, we
concluded that the project would "May affect, but not likely to adversely affect' NLEB's.
Corbett Landing-S&FC Threatened&Endangered Species Report
Page 3 of 4

February 23,2022
S&EC Project#10223.W9
CONCLUSION:
After completing the habitat assessments and preliminary surveys, S&EC completed the attached
"Species Conclusion Table" and "Self-Certification Letter". Using language typically used by the FWS
in their conclusion letters, we have concluded that it appears the proposed project is not likely to
adversely affect any federally listed endangered or threatened species, their formally designated
critical habitat, or species currently proposed for listing under the Endangered Species Ad(ESA).
However, as suitable habitat exists for Harperella the USFWS should be consulted to determine if
surveys need to occur during the optimal survey windows for Harperella to ensure that no plants exist
within the disturbed limits of the project. We strongly recommend requesting a concurrence letter from
the FWS.
Sincerely,
SOIL AND ENVIRONMENTAL CONSULTANTS, PA
Mason Montgomery
Environmental Scientist, Wetlands Department
Attachments:
1. USGS Vicinity Map
2. Soil Survey Vicinity Map
3. Aerial Map
4. Photo Report
5. Overall Site Plan
6. FWS List of threatened and endangered species that occur in your proposed location,and/or may be affected by
your proposed project.Official Species List.December 27,2021.
7. NHP report:December 27, 2021.
S. S&EC—FWS Species Conclusion Table.February 23, 2022.
9. S&EC—FWS Self-Certification Letter.February 23,2022.
References:
-North Carolina Natural Heritage Program. 2017.Biotics Database.Department of Environment and Natural Resources,
Raleigh.North Carolina.
-US Fish and Wildlife Service.Information for Planning and Consultation (IPaC) &Raleigh Ecological Services Field
Office Online Project Reviews website.
-U.S.Fish and Wildlife Service.2003.Recovery Plan for the Red-cockaded Woodpecker(Picoides borealis)
Second Revision.Atlanta GA 316 pp.
Corbett Landing—S&FC Threatened&Endangered Species Report
Page 4 of 4

1 I V
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USGS Map
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Soil & Environmental Consultants, PA
8412 Falls of Neuse Road. Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec,cont

Job #: 10223.W9
February 23, 2022
Threatened and Endangered Species Photo Report for the Corbett Landing
Property
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Job #: 10223.W9
February 23, 2022
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Job #: 10223.W9
February 23, 2022
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3

WETLAND!STREAM
-
IMPACT
AREA 'C'
Z
BUFFI#R IMPACT
AREA FD'
SHEET WI-01
WETLAND/STREAM
IMPACT AREA 'B'
US HIGHW 64�
SCALE: 1 IN = 400 FT
400' 200' 0 400'
800'
SCALE IN FEET
HORIZONTAL
SHIPMAN
ENGINEERING
137 MIDDLEGREEN PLACE SHIPMAN ENGINEERING, PLLC
HOLLY SPRINGS, NC 27540 NCBELS LICENSE P-1963
CORBETT LANDING SUBDIVISION
OVERALL STREAM AND WETLAND IMPACT MAP
TOWN OF PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
PLAN INFORMATION
PROJECT #-
DRAWN BY: WZS
SCALE: AS NOTED
DATE: 01124 22
2020-031

rO, F r
ii.iIA WILIAM'
United States Department of the Interior
FISH AND WILDLIFE SERVICE
-14CN 1.5A' Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Phone:[phone] Fax:[phone]
In Reply Refer To: December 27, 2021
Consultation Code: 04EN2000-2022-SLI-0479
Event Code: 04EN2000-2022-E-01058
Project Name: Corbett Landing
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service)under section 7(c)of the Endangered Species Act(Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed,listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information.An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species'life histories and habitats and information on completing a biological assessment or

12/27/2021 Event Code: 04EN2000-2022-E-01058 2
evaluation and can be found on our web page at http:llwww.fws.govlraleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs,the proposed action has the potential to
adversely affect those species. As such,we recommend that surveys be conducted to determine
the species'presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect(i.e., likely to adversely affect or not likely
to adversely affect)a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct,indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act(16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan(http:llwww.fws.govlwindenergyl
eagle_guidance.html). Additionally,wind energy projects should follow the wind energy
guidelines (http:Ilwww.fws.govlwindenergyl)for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast)can be found at: http://
www.fws.govlmigratorybirdslCurrentBirdIssues/Hazardsltowersltowers.htm; http://
www.towerkill.com; and http:llwww.fws.govlmigratorybirds/CurrentBirdIssues/Hazards)
towerslcomtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

12/27/2021 Event Code: 04EN2000-2022-E-01058 3
Attachment(s):
Official Species List

12/27/2021 Event Code: 04EN2000-2022-E-01058 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

12/27/2021
Event Code: 04EN2000-2022-E-01058 2
Project Summary
Consultation Code: 04EN 2000-2022-5LI-0479
Event Code: 5ome(04EN2000-2022-E-01058)
Project Name: Corbett Landing
Project Type: DEVELOPMENT
Project Description: This project is located in Chatham County, NC and is approximately 196
acres.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:ll
www.google.com/maps/@35.7563752,-79.19685927114935,14z
GleC6\
Counties: Chatham County, North Carolina

12/27/2021 Event Code: 04EN2000-2022-E-01058 3
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.govlecplspecies17614
Fishes
NAME STATUS
Cape Fear Shiner Notropis mekistocholas Endangered
There is final critical habitat for this species.The location of the critical habitat is not available.
Species profile:https://ecos.fws.govlecplspeciesl6063
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile:https:Ilecos.fws.govlecplspecies19743
Flowering Plants
NAME STATUS
Harperella Ptilimnium nodosum Endangered
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.govlecplspecies13739

12/27/2021 Event Code: 04EN2000-2022-E-01058 4
Critical habitats
IHEHE ARE NO CRI I1LAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES
JURISDICTION.

Roy Cooper,Governor
O fA■
■■ w NC DEPARTMENT OF D.Reid Wilson,Secretary
G �
■■. ■■ NATURAL AND CULTURAL RESOURCES
■ ■um Misty Buchanan
Deputy Directors Natural Heritage Program
NCN H DE-16630
December 27, 2021
Robert Zarzecki
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
RE: Corbett Landing; 10223
Dear Robert Zarzecki:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one-mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near 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.
Please also 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 also not be redistributed without
permission.
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 RESOURCES
jj 121 W.JorlES STREET,RALEIG11.NC 27603 • 1651 MAIL SERVICE CEI TER.RALEIGN.NC 27699
OFC 919 707.9120 • FAX 919.7o7.9121

December 27, 2021
❑ Project Boundary
❑ Buffered Project Boundary
NCNHDE-16630: Corbett Landing
0 0.35 0.7
0.9 mi
114 km
Sources: Esri, HERE. Carr-rm.InIermap, Increment P Corp.. GEECO, USGS.
FAO. NPS, N ROAN. Geo.ase. IGN. Hadaster NL, Ordnance Survey. Esri Japan.
MET.. Evr China [Hung KOng). ic] Open mlree}Map contributors, and the GIS
user Community
Page 2 of 2

Species Conclusions Table
Project Name: Corbett Landing
Date: February 23, 2022
Species 1 Resource Name Conclusion ESA Section 7/ Eagle Act Determination Notes 1 Documentation
Red-cockaded Woodpecker No suitable habitat present No effect Preliminary habitat survey completed by
Picoides borealis S&EC staff on February 3,2022.
Cape Fear Shiner Marginal habitat present, No effect Preliminary habitat survey completed by
Notropis mekistocholas species not present S&EC staff on February 3,2022.
Harperella Suitable habitat present May affect Preliminary habitat survey completed by
Ptilimnium nodosum S&EC staff on February 3,2022. Please
note this survey took place outside of the
optimal survey window(July through
September).
Bald Eagle Unlikely to disturb nesting No Eagle Act Permit Required Preliminary habitat survey completed by
Haliaeetus leucocephalus Bald Eagles S&EC staff on February 3,2022.
Northern Long-eared Bat Suitable habitat present, May affect, not likely to adversely affect Preliminary habitat survey completed by
Myotis septentrionalis species not present S&EC staff on February 3,2022. Relying
upon the findings of the 1/5/2016
Programmatic Biological Opinion for Final
4(d) Rule on the Northern Long-Eared Bat
and Activities Excepted from Take
Prohibitions to fulfill our project-specific
section 7 responsibilities.
Critical Habitat No critical habitat present No effect
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
Mason Montgomery I Environmental Scientist, Wetlands Department at S&EC, PA February 23, 2022
Signature/Title Date

United States Department of the Interior
FISH AND WILDLIFE SERVICE ,m
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date:
February 23, 2022
Self-Certification Letter
Project Name Corbett Landing
Dear Applicant:
Thank you for using the U.S. Fish and Wildlife Service(Service)Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package,you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided,using the best available information to reach your conclusions. This letter,
and the enclosed project review package,completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended(ESA), and the Bald and Golden Eagle Protection Act(16 U.S.C.
668-668c, 54 Stat. 250), as amended(Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190, 42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis,mark all the
determinations that apply:
"no effect"determinations for proposed/listed species and/or❑
proposed/designated critical habitat; and/or
❑ "may affect,not likely to adversely affect"determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑ "may affect,likely to adversely affect"determination for the Northern long-
eared bat(Myotis septentrionalis)and relying on the findings of the January 5,
2016,Programmatic Biological Opinion for the Final 4(d)Rule on the
Northern long-eared bat;
"no Eagle Act permit required"determinations for eagles.

Applicant Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore,we concur with the "no effect"or
"not likely to adversely affect" determinations for proposed and listed species and
proposed and designated critical habitat the"may affect"determination for Northern
long-eared bat; and/or the"no Eagle Act permit required"determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However,the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species,proposed or designated critical habitat, or bald eagles
becomes available,this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information,and other information regarding project reviews
within North Carolina is available at our website http:Ilwww.fws.govlraleighlpp.html.
If you have any questions,you can write to us at Raleigh(fws.gov or please contact
Leigh Mann of this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures-project review package

Camden Brunick
From: Mason Montgomery
Sent: Thursday, March 3, 2022 7:25 AM
To: 'Raleigh, FW4'
Subject: Corbett Landing T&E Submittal
Attachments: S&EC Corbett Landing T&E Report Signed.pdf
Hello,
Attached is the threatened and endangered species report for the Corbett Landing located in Chatham County, NC.S&EC
is submitting for concurrence. Please let me know if any additional information is needed to make the determinations.
Thank you,
Mason L. Montgomery
Soil And Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road,Suite 104
Raleigh, NC 27615
Office(919)846-5900
Direct(919)746-7750
Mobile[phone]
[e-mail]
Visit us at sandec.com
This electronic communication,including all attachments,is intended only for the named addressee(s)and may contain confidential information.This electronic
communication may not have passed through our standard review/quality control process.Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design.Rely only on final,hardcopy materials bearing the consultant's original signature and seal.If you are not the named
addressee(s),any use,dissemination,distribution or copying of this communication is prohibited.If you have received this electronic communication in error,please notify
the sender by return e-mail and delete the original communication from your system.Thank you.
APlease consider the environment before printing this email.
1

WILDLANDS1DINGS�T
Stream Credits Statement of Availability
June 3, 2022
Rexford Group, ltd
Attn: Mr. Rexford D'Aprix
362 Mountain Laurel
Chapel Hill, NC 27517
RE: Availability of Stream Credits for the "Corbett Landing" project
Bank Name: Cane Creek Umbrella Mitigation Banking Instrument(UMBI)
Bank Site: UT to Pine Hill Branch Mitigation Site/South Fork Mitigation Site/Bethel Branch
Mitigation Site
Bank Sponsor: Wildlands Holdings IV, LLC
USACE Action ID No.SAW-2016-00219/SAW-2016-00219/SAW-2016-02365
Permittee: Rexford Group, ltd
Stream Credits Needed: 646.00 LF
Stream Credits Available: 1,214.07 LF
Cape Fear 03030002 River Basin
Dear Ms. Leatham,
Wildlands Holdings IV, LLC currently has sufficient stream credits from the Cane Creek Umbrella
Mitigation Banking Instrument: UT to Pine Hill Branch Mitigation Site,South Fork Mitigation Site, and
Bethel Branch Mitigation Site to satisfy the stream mitigation requirements related to the above-
mentioned project. The project is located within the Haw River Subwatershed of the service area (HUC
03030002)of the Bank.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high,the letter is not a guarantee of availability as credits will be sold on a first come,first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings IV,LLC - Wildlands Engineering,Inc - 1430 South Mint Street,Suite 104,Charlotte,NC 28203

WI LDLAN DS
HoI1DINGs "„'H
Sincerely,
0,3,10. ..a...„ (JA_x...3_2
Ashley N.Yarsinske
Wildlands Engineering, Inc.
Marketing&Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Mr.Camden Brunick,Environmental Consultant I Soil & Environmental Consultants, PA
Mr.James Lastinger,Regulatory Specialist I USACE
Wildlands Holdings IV,LLC - Wildlands Engineering,Inc - 1430 South Mint Street,Suite 104,Charlotte,NC 28203