20231077 Ver 1_2023.08.01_ePCN Attachments Package (reduced)_20230801

• 00060
5410 Trinity Road P 919.866.4951
919.859.5663
T I M M 4 N S GROUP Raleigh, NC 27607 Suite 102Fwww.fi nions.com
August 1, 2023
Rachel Capito
U.S. Army Corps of Engineers — Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Zachary Thomas
401 & Buffer Permitting Branch
NCDEQ — Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Re: Electronic Pre -Construction Notification Attachments
Westford
Sanford, Lee County, North Carolina
Project No.: 49729
USACE Action ID: SAW-2022-01007
Dear Ms. Capito and Mr. Thomas,
On behalf of Pulte Group, we are providing additional attachments and information to aid in the
review of the electronic Pre -Construction Notification of the Westford project, an approximately
47.37-acre site located at 1715 Carthage Street in Sanford, North Carolina, within Lee County
(the Site).
Please review the below attachments and contact Morgan Gilbert [phone] or
morgan.gilbert(a)timmons.con if additional information is required.
Sincerely,
Timmons Group
Morgan Gilbert, WPIT
Environmental Scientist I
21�' 01___
Nick Tudor, PWS
Senior Environmental Scientist
ENGINEERING I DESIGN I TECHNOLOGY

Enclosures
ATTACHMENTS
Appendix A Figure 1 —Vicinity Map
Figure 2 — NRCS Soil Survey Map
Figure 3 — Wetlands and Waters of the U.S. Delineation Map
Appendix B Agent Authorization Forms
Preliminary Jurisdictional Determination (SAW-2022-01007)
DWR Pre -Filing Request
Appendix C Environmental Impacts Set
Appendix D USACE RIBITS Private Mitigation Bank Search Results
Email Correspondence with Private Mitigation Banks
DMS Acceptance Letter
Appendix E Review of Historic Resources and Protected Species Report (01/21/22)
Appendix F IPaC Official Species Report (07/26/23)
NCNHP Database Report (07/26/23)
Appendix G SHPO Map and List (04/03/23)
Appendix H Stormwater Management Plans

Appendix A

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1715 CARTHAGE STREET SANFORD TIMMONS GROUP
LEE COUNTY, NORTH CAROLINA ■
FIGURE 1: VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. �
TIMMONS GROUP JOB NUMBER:49729 U.S.G.S. QUADRANGLE(S):SANFORD
PROJECT STUDY LIMITS: 48.6ACRES DATE(S):2019
LATITUDE: 35.452865 WATERSHED(S):DEEP (CAPE FEAR RIVER BASIN)
LONGITUDE:-79.199904 HYDROLOGIC UNIT CODE(S):03030003
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in partand shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

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1715 CARTHAGE STREET SANFORD T l M M O N S GROUP
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LEE COUNTY, NORTH CAROLINA •
FIGURE 2: NRCS MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:49729 U.S.G.S. QUADRANGLE(S):SANFORD
PROJECT STUDY LIMITS: 48.6ACRES DATE(S):2019
LATITUDE: 35.452865 WATERSHED(S):DEEP (CAPE FEAR RIVER BASIN)
LONGITUDE:-79.199904 HYDROLOGIC UNIT CODE(S):03030003
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

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Appendix B

The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION
All Blanks to be Filled in by Applicant
NCDEQ — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current applicant designate, authorize representatives of Timmons Group to
act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc., from this day forward.
This the 5""' day of_ lkpv, 20-L�.
(number) (Month) (Year)
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: 1715 Carthage Street
Applicant Name (Print):
licant Sianature:
Applicant Mailing Address: 122 ; C.Yc.; f-L"A G,rco, r+ Oe .
1a C. 2"l S % $
Applicant Fax
Telephone: (%a 11 b 1 No.
Applicant Email
Address: \nVr is . c a �► ^t'�.�Gy (+� y��1� p� r OuI? •
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
NCDEQ — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate, authorize representatives of Timmons
Group to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc., from this day forward.
This the Z Z day of 20
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
and NCDEQ Division of Water Resources (DWR) to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with
Waters of the U.S. subject to Federal jurisdiction under Section 401 and 404 of the Clean Water
Act, and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: 1715 Carthage Street Sanford
Parcel ID: 9641-09-5617-00
Site Address: 1715 Carthage Street
Sanford, NC 27330
Property Owner's Name (Print):
Property Owner's Signature:
Property Owner's Mailing
Address:
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Property Owner's V Fax
Telephone: q 1 1— 4 — 017, (V No.
Property Owner's
Email Address:
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01007 County: Lee U.S. G.S. Quad: NC -Sanford
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor:
Timmons Grout)
Kate Hefner
Address:
5410 Trinitv Road, suite 102
Raleigh, NC 27607
Telephone Number:
919-866-4953
E-mail:
kate.hefner(a),timmons.com
Size (acres) 48.6 Nearest Town Sanford
Nearest Waterway Persimmon Creek River Basin Cape Fear
USGS HUC 03030003 Coordinates Latitude: 35.4528
Longitude:-79.1999
Location description: The t)roiect site is approximately 48 acres located adiacent to Carthage Street, in the citv of Sanford, Lee
Countv, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 4/7/2022. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U. S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once

SAW-2022-01007
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 ext 32 or
James.C.Lastinger(dusace. armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 07/07/2022.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHIL,IP.A. SHANNIN(&USACE.ARMY.MIL,
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA -to the Divisi Ottice, if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 07/07/2022 Expiration Date of JD: Not applicable

SAW-2022-01007
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/Vp=l 36:4:0
Copy furnished:
Property Owner
Tim Smith
Address: 105 Weston Estates Wav
Carv, NC 27513
Telephone Number: 919-612-9214
E-mail: tim(dorestondev.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Timmons Grout), Kate Hefner File Number: SAW-2022-01007 Date: 07/07/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
X❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.annv.mil/Missions/CivilWorks/Res4ulatorvPros4ramandPennits.asi)x
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQOST FOR APP L or OBJECTIONS TO AN INITIAL PROFFERED P
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
MR. PHILIP A. SHANNIN
Attn: James Lastinger
ADMINISTRATIVE APPEAL REVIEW OFFICER
Raleigh Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
3331 Heritage Trade Drive, Suite 105
ATLANTA, GEORGIA 30303-8803
Wake Forest, North Carolina 27587
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN(&USACE.ARMY.MIL,
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, , 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proff' 'ered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 07/07/2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Timmons Group, Kate Hefner, 5410 Trinity
Road, suite 102, Raleigh, NC 27607
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, 1715 Carthage Street site,
SAW-2022-01007
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is approximately 48
acres located adjacent to Carthage Street, in the city of Sanford, Lee County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Lee City: Sanford
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.4528 Longitude:-79.1999
Universal Transverse Mercator:
Name of nearest waterbody: Persimmon Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
© Office (Desk) Determination. Date: July 7, 2022
El Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal degrees)
Estimated
amount of
aquatic
resources in
review area
(acreage and
linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs.
non -wetland
waters)
Geographic authority to
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
A
35.45422900
-79.19940500
245 LF
Non -wetland
Section 404
B
35.45376400
-79.19848400
1854 LF
Non -wetland
Section 404
C
35.45218500
-79.19873400
1445 LF
Non -wetland
Section 404
D
35.45215200
-79.19908400
160 LF
Non -wetland
Section 404
E
35.45226500
-79.19999200
91 LF
Non -wetland
Section 404
F
35.45211500
-79.19736600
166 LF
Non -wetland
Section 404
G
35.45383900
-79.20033800
0.2 acre
wetland
Section 404
H (PFO)
35.45217300
-79.20101500
3.6 acres
wetland
Section 404
H (PEM)
35.45235200
-79.19774000
0.14 acre
wetland
Section 404
1
35.45131000
-79.19765100
1.13 acres
wetland
Section 404
35.45359400
1 -79.19793900
0.71 acre
wetland
Section 404
K
1 35.45087400
1 -79.19980000
94 LF
Non -wetland
Section 404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved 7D (AID) for that review area based on an informed decision after
having discussed the various types of 7Ds and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AID for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AID before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AID could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AID constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AID or
a PJD, the 7D will be processed as soon as practicable. Further, an AID, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AID to accomplish that result, as soon as is practicable. This PJD finds that
there "may be"waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subj ect review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
❑X Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: attached dated April 7, 2022
❑X Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
❑X USGS NHD data:
❑ USGS 8 and 12 digit HUC maps:
© U.S. Geological Survey map(s). Cite scale & quad name: Sanford Quad
®Natural Resources Conservation Service Soil Survey. Citation: Lee County, 1989
❑X National wetlands inventory map(s). Cite name: USFWS NWI manner
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: NC FIRM
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑X Photographs: ❑X Aerial (Name & Date): 2017, NCOne Mau
or ❑X Other (Name & Date): site photos, undated
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify) :
IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
IIc+-rn.� •.ram
gnature and date of Regulatory
staff member completing PJD
07/07/2022
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

- 191: PAS 9VOJ A712 I.P.1
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A, hif.Y

From:
Kate Hefner
To:
401PreFile
Cc:
Cohn, Colleen M
Subject:
Pre -Filing Request - 1715 Carthage Street - Sanford, NC
Date:
Wednesday, August 24, 2022 1:31:00 PM
Good afternoon,
I wanted to submit a 401 Pre -Filing Request for a project in Sanford, NC. The project information can
be found below:
• Project Name: 1715 Carthage Street Sanford
• Project Applicant: Pulte Group
• Applicant Contact Information: Robert Rudloff at Robert. Rudloff nC PulteGroup.com
• Applicant Mailing Address: 1225 Crescent Green Drive, Suite 250 Cary, NC 27518
• Parcel ID:9641-09-5617-00
• Project Location: Sanford, Lee County, NC
• This project is for a 48.6-acre proposed residential development in Sanford, NC.
Let us know if you have any questions.
Thanks!
Kate Hefner, WIT (she/her)
Environmental Scientist
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4953 1 Cell: 828.455.4636
Kate. HefnerPtimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

Appendix C

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Appendix D

7/26/23, 10:08 AM
Banks/Sites in Primary Service Area
Find Credits
Bank Name: 1 - NCDMS Hip Bone Creek
Bank Type: Public Commercial
Total Acres: 18.68
Distance to impact: 19 Miles
USACE Permit No: SAW-2018-01160
Bank States: North Carolina
Bank Sponsor:
Bank Sponsor POC:
Kelly Williams
In -Lieu Fee Program Coordinator
1652 Mail Service Center
Raleigh, NC 27699
Email: [e-mail]
Regulatory Bank Manager:
Todd Tugwell
Mitigation Project Manager
Regulatory Division
3331 Heritage Trade Drive, Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Wetland Riparian North Carolina Wetland Assessment Method 1.39 Federal
Stream Warm Water Stream North Carolina Stream Quality Assessment Worksheet 997.92 Federal
Bank Name: 2 - NCDMS Liberty Rock
Bank Type: Public Commercial
Total Acres: 18.5
Distance to impact: 32 Miles
USACE Permit No: SAW-2020-00047
Bank States: North Carolina
Bank Sponsor:
Bank Sponsor POC:
Kelly Williams
In -Lieu Fee Program Coordinator
1652 Mail Service Center
Raleigh, NC 27699
Email: [e-mail]
Regulatory Bank Manager:
Todd Tugwell
Mitigation Project Manager
Regulatory Division
3331 Heritage Trade Drive, Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
https://ribits.ops.usace.army.mil/ords/f?p=107:201:12799073826982:: NO 5/7

7/26/23, 10:08 AM
Find Credits
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Wetland Riparian North Carolina Stream Quality Assessment Worksheet 4.57 Federal
Stream Warm Water Stream North Carolina Stream Quality Assessment Worksheet 1542.7 Federal
Bank Name: 3 - NCDMS Sandy Branch
Bank Type: Public Commercial
Total Acres: 16.3
Distance to impact: 17 Miles
USACE Permit No: SAW-2018-01167
Bank States: North Carolina
Bank Sponsor:
Bank Sponsor POC:
Kelly Williams
In -Lieu Fee Program Coordinator
1652 Mail Service Center
Raleigh, NC 27699
Email: [e-mail]
Regulatory Bank Manager:
Todd Tugwell
Mitigation Project Manager
Regulatory Division
3331 Heritage Trade Drive, Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Wetland Riparian North Carolina Wetland Assessment Method 2.18 Federal
Stream Warm Water Stream North Carolina Stream Quality Assessment Worksheet 985.8 Federal
Bank Name: 4 - RES Cape Fear 03 UMB- Feed and Seed Mitigation Site
Bank Type: Private Commercial
Total Acres: 12
Distance to impact: 47 Miles
USACE Permit No: SAW-2018-01637
Bank States: North Carolina
Bank Sponsor: Environmental Banc & Exchange, LLC
3600 Glenwood Avenue
Suite 100
Raleigh, NC 27612
Phone: [phone]
Bank Sponsor POC:
Jamey McEachran
Email: [e-mail]
Phone: [phone]
Amy Staley
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Email: [e-mail]
Phone: [phone]
Regulatory Bank Manager:
Mrs. Kim Isenhour
3331 Heritage Trade Drive
Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Warm Water Stream North Carolina Stream Quality Assessment Worksheet 290.22 Federal
https://ribits.ops.usace.army.mil/ords/f?p=107:201:12799073826982:: NO
6/7

7/26/23, 10:08 AM
Banks/Sites in Secondary Service Area
No results found.
Find Credits
Banks/Sites in Tertiary Service Area
No results found.
ILF Program Advance Credits
No results found.
https://ribits.ops.usace.army.mil/ords/f?p=107:201:12799073826982:: NO 7/7

From: NC Credit Sales
To: Morgan Gilbert; NC Credit Sales
Subject: RE: Credit Availability and Pricing - Upcoming Project in Sanford
Date: Wednesday, July 26, 2023 9:20:58 AM
Attachments: image001.iog
Good morning, Morgan,
Thank you for checking with us but nothing has changed.
Have a great day,
Amy Staley
Credit Sales Manager
RES I res.us
Direct: 919.209.1055
Restoring a resilient earth for a modern world
From: Morgan Gilbert <[e-mail]>
Sent: Wednesday, July 26, 2023 9:17 AM
To: NC Credit Sales <[e-mail]>
Subject: [EXTERNAL] RE: Credit Availability and Pricing - Upcoming Project in Sanford
Good morning Amy,
Hope you are doing well!
Just checking in to see if anything has changed regarding credit availability in the Cape Fear 03.
Thanks,
Morgan Gilbert, WPIT (she,her)
Environmental Scientist I
❑O
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office:919.866.4951 1 Fax:[phone]
Mobile: [phone] morgan.gilbertna timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: NC Credit Sales <nccreditsalesna res.us>
Sent: Wednesday, April 19, 2023 2:53 PM
To: Morgan Gilbert <Morgan.Gilbertna timmons.com>; NC Credit Sales <nccreditsalesna res.us>

Subject: RE: Credit Availability and Pricing - Upcoming Project in Sanford
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Good afternoon, Morgan,
We do not have any wetland credits in the CF03,just stream and buffer currently. Please let me
know if I can help you with anything else.
Thank you,
Amy Staley
Credit Sales Manager
RES I res.us
Direct: 919.209.1055
Restoring a resilient earth for a modern world
From: Morgan Gilbert <Morgan.Gilbertna timmons.com>
Sent: Wednesday, April 19, 2023 1:55 PM
To: NC Credit Sales <nccreditsalesna res.us>
Subject: [EXTERNAL] Credit Availability and Pricing - Upcoming Project in Sanford
Good afternoon,
We have an upcoming project in the Cape Fear River Basin (HUC 030300030606) that is expected to
require wetlands credits.
Not sure what total amounts we will need yet.
Do you have any wetland credits available? If so, what is the pricing.
Thanks!
Morgan Gilbert, WIT (she,her)
Environmental Scientist I
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office:919.866.4951 1 Fax:[phone]
Mobile: [phone] morgan.gilbertna timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

From: Camden Brunick
To: Moraan Gilbert
Subject: RE: Credit Availability and Pricing - Upcoming Project in Sanford
Date: Wednesday, July 26, 2023 9:14:59 AM
Attachments: imaae001.ioa
Morgan,
I am, I hope you are too! Nothing has changed regarding our credit availability in the Cape Fear 03.
Thanks,
Camden Brunick I Mitigation Credit Sales
0:704.332.7754 x114 M:919.219.6162
Wildlands Engineering. Inc.
1430 S. Mint St., Suite 104
Charlotte, NC 28203
SUBSCRIBE TO OUR NEWSLETTER!
From: Morgan Gilbert <[e-mail]>
Sent: Wednesday, July 26, 2023 9:10 AM
To: Camden Brunick <[e-mail]>
Subject: RE: Credit Availability and Pricing - Upcoming Project in Sanford
Good morning Camden,
Hope you are well!
Just checking in to see if anything has changed regarding credit availability in the Cape Fear 03.
Thanks,
Morgan Gilbert, WPIT (she,her)
Environmental Scientist I
❑®
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office:919.866.4951 1 Fax:[phone]
Mobile: [phone] morgan.gilbertna timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

From: Camden Brunick <cbrunickna wildlandseng.com>
Sent: Tuesday, April 18, 2023 1:57 PM
To: Morgan Gilbert <Morgan.Gilbert(cDtimmons.com>
Subject: RE: Credit Availability and Pricing - Upcoming Project in Sanford
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Good Afternoon Morgan,
Unfortunately, we do not have any mitigation banks within the Cape Fear 03 at this time. However,
we are anticipating having credits potentially late 2023/early 2024. For now I would recommend
reaching out to another private mitigation bank but feel free to reach back out once the approvals
have been issued to see if we do have the credits by then.
Thanks,
Camden Brunick I Mitigation Credit Sales
0:704.332.7754 x114 M:919.219.6162
Wildlands Engineering, Inc.
1430 S. Mint St., Suite 104
Charlotte, NC 28203
SUBSCRIBE TO OUR NEWSLETTER!
From: Morgan Gilbert <Morgan.Gilbert(cDtimmons.com>
Sent: Tuesday, April 18, 2023 1:40 PM
To: Camden Brunick <cbrunickPwildlandseng.com>
Subject: Credit Availability and Pricing - Upcoming Project in Sanford
Good afternoon Camden,
We have an upcoming project in the Cape Fear River Basin (HUC 030300030606) that is expected to
require wetlands credits.
Not sure what total amounts we will need yet.
Do you have any wetland credits available? If so, what is the pricing.
Thanks!
Morgan Gilbert, WPIT (she,her)
Environmental Scientist I
TIMMONS GROUP I www.timmons.com

5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4951 Fax: [phone]
Mobile: [phone] morgan.gilbertna timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC RECKTENWALD
Director
Chris Raughley
Pulte Home Company
1225 Crescent Green Drive, Suite 250
Cary, NC 27518
Project: Westford
NORTH CAROLINA
Environmental Quafiry
July 26, 2023
Expiration of Acceptance: 1/26/2024
County: Lee
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Cape Fear
03030003
Riparian Wetland
0.262
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
FOR James B. Stanfill
Deputy Director
cc: Morgan Gilbert, agent
�,- North Carolina Department of Environmental Quality I Diviston of Mitigation Services
217 West Janes Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
oeoiunenimm"� �e 919.707.8976

Appendix E

FROEHLING 4..
ROBERTSON
-- Assess. Manage. Consult.
January 21, 2022
Mr. Bob Anderson
VP of Land Acquisition — Raleigh Division
Pulte Group
1225 Crescent Green Drive, Suite 250
Cary, North Carolina 27518
Email: [e-mail]
Re: Review of Historic Resources and Protected Species
Carthage Street Site
1715 Carthage Street
Sanford, Lee County, North Carolina
F&R Project: 59Z-0459
Mr. Anderson:
Froehling & Robertson, Inc., (F&R) presents herein the results of the informal historical resources and
protected species review conducted at the above -mentioned site.
SUMMARY
The following is a summary of our findings and is not intended to replace more detailed information
contained elsewhere in this report. F&R reviewed information at the North Carolina State Historic
Preservation Office (SHPO) and submitted a Request for Comments (RFC) letter to SHPO. The RFC letter
included basic project information and documentation of F&R's information review. SHPO responded with
"no comment on the project as proposed" and "are aware of no historic resources which would be affected
by the project".
Additionally, F&R reviewed information from the North Carolina Department of Environmental Quality —
Natural Heritage Program (NC NHP) and the U.S. Fish and Wildlife Service (USFWS) in order to determine if
protected species are likely to be affected. Based on a review of the NHP response letter and the USFWS
Information for Planning and Consultation (IPaC) official species list for the project site, three federally
protected species have been identified that may occur in the proposed project location. However, critical
habitat was not identified within the project area and F&R's field observations did not identify obvious
suitable habitat for the identified species. Based upon this information, it appears that the proposed project
is not likely to adversely affect federally or state listed threatened and endangered species or their
designated critical habitats.
PURPOSE
The purpose of the Historical Resources Review was to gain an understanding of what historic, cultural,
and/or archeological resources as protected by the National Historic Preservation Act are present within the
immediate vicinity of the project site. The purpose of the Protected (threatened & endangered) Species
review was to gain an understanding of what biological resources as protected by the state and federal
A Minority -Owned Business

Endangered Species Acts are present within the immediate vicinity of the project site. The purpose of the
North Carolina Natural Heritage Program (NCNHP) review is to gain an understanding of the records for rare
species, important natural communities, natural areas, and/or conservation or managed areas within the
project boundary.
PROJECT SITE
According to Client -provided information, the Property is located along the east side of Carthage Street, just
south of the intersection with Gloucester Drive in Sanford, Lee County, North Carolina. The Property consists
of an irregular -shaped parcel of land containing 47.77 acres and identified by Lee County PIN 9641-09-5617-
00.
The Property consists primarily of wooded land, with some cleared land visible on the western portion. The
central and western portions of the Property appear to have formerly been agricultural land and currently
consists of planted pines. Remnants of a residence and two barns are also located at the Property. A stream
is also depicted on the eastern portion of the Property. The Property is bordered to the north by Gloucester
Drive and wooded and single-family residential land; to the east by a residential subdivision; to the south by
residential and wooded land and a pond; and to the west by Carthage Street, beyond which is single-family
residential development and wooded land.
A property topographic map adapted from the USGS 7.5 Minute Topographic Quadrangle Map "Sanford, NC"
dated 2019 is included as Figure 2 in the attachments.
SCOPE OF WORK
The informal rare & endangered species and historical resources review was conducted in general
accordance with F&R's Proposal No. 2159-00797, dated November 11, 2021.
INFORMAL SURVEY
HISTORIC RESOURCES REVIEW
F&R visited the SHPO GIS Website to review the most current information. Based on F&R's review of 7.5 —
Minute USGS Topographic Quadrangle Map and the supporting literature available at the SHPO GIS website,
sites listed on the National Register (NR) or the Study List (SL) for the NR were not identified on the project
site nor determined eligible for listing (DOE) on the National Register of Historic Places. However, the Buffalo
Rural Historic District (LE0788), listed on the Study List and has been determined eligible, was identified
approximately 800 feet north of the Property. The Spence Kelley Farm (LE0688) was also identified on the
Study List approximately 1,300 feet north of the project site. One Surveyed Only, Gone site (Hornady House
— LE0702) was identified within 1,500 feet of the Property. Furthermore, sites listed on the NR were not
identified within 1,500 feet of the Property.
F&R sent a Request for Comments (RFC) Letter to SHPO. The letter included the above project information
and the results of F&R's review. SHPO responded to the RFC with a letter dated January 20, 2022. SHPO
responded with comments indicating they are unaware of historic resources that would be affected by the
project and therefore had no comment on the project as proposed. A copy of the response letter is attached.
Pulte Group — Raleigh Division
F&R Project No. 59Z-0459
Carthage Street Site — Protected Resources
January 21, 2022

PROTECTED SPECIES REVIEW
F&R visited the NC NHP Data Explorer to review the most current information regarding protected species.
Based on F&R's review of the 7.5 — Minute USGS Topographic Quadrangle Map "Sanford, NC" and the
supporting literature available in the NC NHP Data Explorer, there are no rare species, important natural
communities, natural areas, and/or conservation/managed areas documented within the project boundary.
In addition, listed or proposed listed threatened species, or listed or proposed endangered species, or
designated critical habitats are not mapped at the project site. A rare species and managed area were
identified within one mile of the Property; however, Managed Areas or NHP Natural Areas were not depicted
within the project site on the Data Explorer map.
Additionally, the U.S. Fish and Wildlife Service (USFWS) IPaC list did not identify critical habitat areas within
the project area. However, three threatened, endangered, or candidate species are included on the official
USFWS list of protected species that may occur in the proposed project location. Listed species include:
Cape Fear Shiner (Notropis mekistocholas) — Status: Endangered (fish);
Monarch butterfly (Donaus plexippus) — Status: Candidate (insect); and
Harperella (Ptilimnium nodosum) — Status: Endangered (flowering plant).
F&R's field observations did not identify obvious suitable habitat for the above -identified species. However,
if suitable habitat is determined to be present within the disturbance area during future development of the
site, a formal survey may be required in order to determine the species' presence or absence within the
project area.
Based upon this information, it appears that the proposed project is not likely to adversely affect federally
or state listed threatened and endangered species or their designated critical habitats. Copies of the NHP
response and USFWS IPaC letter are attached.
CONCLUSIONS
F&R reviewed information at the North Carolina State Historic Preservation Office (SHPO) and submitted a
Request for Comments (RFC) letter to SHPO. The RFC letter included basic project information and
documentation of F&R's information review. SHPO responded with comments indicating they are unaware of
historic resources that would be affected by the project and therefore had no comment on the project as
proposed.
The Natural Heritage Program has provided a response that includes a table of Potential Occurrences that may
occur within a one mile radius of the project site. Based on a review of this information, there do not appear to
be species listed by NHP that would be adversely affected by the proposed project. Based on a review of the
USFWS IPaC official species list for the project site, three federally protected species have been identified that
may occur in the proposed project location. However, critical habitat was not identified within the project area
and F&R's field observations did not identify obvious suitable habitat for the identified species. Based upon this
information, it appears that the proposed project is not likely to adversely affect federally or state listed
threatened and endangered species or their designated critical habitats.
Pulte Group — Raleigh Division Carthage Street Site — Protected Resources
F&R Project No. 59Z-0459 3 January 21, 2022

LIMITATIONS
This report has been prepared for the exclusive use of the Pulte Group (the client), and its assigns, for this
specific project. These services have been provided in accordance with generally accepted environmental
practices. No other warranty, expressed, or implied, is made. F&R did not perform a detailed field study for
rare & endangered species or an intensive historical resources survey, including an archaeological
assessment. Our observations were based upon conditions readily visible at the site at the time of our visit.
If additional information becomes available which may affect our conclusions and recommendations, we
request the opportunity to review the information, and reserve the right to modify our report, as warranted.
F&R, by virtue of providing the services described herein, does not assume the responsibility of the person(s)
in charge of the site, or otherwise undertake responsibility for reporting to any local, state, or federal public
agencies any conditions at the site which may present a potential concern to public health, safety, or the
environment. It is F&R's understanding that the client will notify appropriate regulatory agencies as required.
CLOSURE
Please do not hesitate to contact us if you have any questions or comments.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
Paul M. Hughes
Environmental Scientist
Attachments: NC SHPO Response Letter
NC Natural Heritage Program Response
U.S. Fish & Wildlife Service IPaC Letter
Figures
Photos
Elias N. Ruhl
Regional Environmental Manager
Pulte Group — Raleigh Division
F&R Project No. 59Z-0459
Carthage Street Site — Protected Resources
January 21, 2022

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
January 20, 2022
Hillary Battle
Froehling & Robertson
3015 Dumbarton Road
Richmond, VA 23228
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
hbattle(c�r�,fandr.com
Re: Construct residential development, 1715 Carthage Street, Sanford, Lee County, ER 21-3143
Dear Ms. Battle:
Thank you for your letter of December 2, 2021, regarding the above -referenced undertaking. We apologize
for the delay and any inconvenience it may have caused. We have reviewed the submittal and offer the
following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.reviewgncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
{j State Historic Preservation Officer
Location: 109 East Jones Street Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Roy Cooper, Governor
9" 0 INC DEPARTMENT OF
""i ■
WMk.M 1 NATURAL AND CULTURAL RESOURCES
■-000
December 1. 2021
Elias Ruhl
F&R
310 Hubert Street
Raleigh, NC 27603
RE: Carthage Street Site; 59Z-0459
Dear Elias Ruhl:
13. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 1N. JON S STREET, RALEIGI I_ NC 27603 - 16Sl MAOL SERVICE CENTER. PAL EIGH. rkc 276�0
OFC 919.707.9120 • FAK 919.707.9421

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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
e x
hSai k 4YYFJiYJft
+cfln7i�
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In Reply Refer To: December 01, 2021
Consultation Code: 04EN2000-2022-SLI-0327
Event Code: 04EN2000-2022-E-00733
Project Name: Carthage Street Site
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

12/01/2021 Event Code: 04EN2000-2022-E-00733 2
evaluation and can be found on our web page at http://www.fws.gov/raleigh. 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://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) 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.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and bLtp://www.fws.gov/migratoEybirds/CurrentBirdlssues/Hazards/
towers/comtow.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 atjohn—[e-mail].

12/01/2021 Event Code: 04EN2000-2022-E-00733
Attachment(s):
• Official Species List

12/01/2021 Event Code: 04EN2000-2022-E-00733
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]

12/01/2021 Event Code: 04EN2000-2022-E-00733
Project Summary
Consultation Code: 04EN2000-2022-SLI-0327
Event Code: Some(04EN2000-2022-E-00733)
Project Name: Carthage Street Site
Project Type: DEVELOPMENT
Project Description: Project is proposed to be developed into single-family residences.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/@35.45248995,-79.20026466522677,14z
Counties: Lee County, North Carolina

12/01/2021 Event Code: 04EN2000-2022-E-00733
Endangered Species Act Species
There is a total of 3 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
Fisheriesi, 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.
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.gov/ecp/species/6063
Insects
NAME
S TATU S
Monarch Butterfly Danaus plexippus
Candidate
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME
S TATU S
Harperella Ptilimnium nodosum
Endangered
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3739
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

Kcher Andrews Rd
4`
Froehling & Robertson, Inc.
FQ 310 Hubert Street
�C Raleigh, North Carolina 27603
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No.
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Kh40r ArkYrt
LE0688 — Spence Kelly
Farm
LE0702 — Hornady House
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Froehling & Robertson, Inc.
FQ 310 Hubert Street
�C Raleigh, North Carolina 27603
T 919.828.3441
LE0GB8 Spence Kelly
Farm 1996
_,
LE0788 —Buffalo Rural
Historic District
erty Topographic Map
Pulte Group
Carthage Street Site
m: Sanford, Lee County, NC
: Number: 59Z-0459
Clt
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sown
No.

Q
lr
Keller All drew
LE0688 — Spence Kelly
Farm
�LE0688 Spence Kelty
Farm 1996
m
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LE0788 —Buffalo Rural ridence rialt or
U Historic District
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G�
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Froehling & Robertson, Inc.
FQ 310 Hubert Street
�C Raleigh, North Carolina 27603
T 919.828.3441
SHPO GIS Map
Pulte Group
Carthage Street Site
Sanford, Lee County, NC
ber: 59Z-0459
r 2021 FIGURE 4
sown
No.

LEG 788 1 Buffalo Rural Historic District(5L:1992) LE0693I Spence Kelly Farm (SL: 1996)
Site Name Buffalo Rural Historic District Site ID LE0688
Quad Name Samford Status SL
Acres Site Name Spence Kelly Farm
D E I 2� 0 h I Description c. 1900 1-story frame gable and wing housewloutbuildings
escnption
ar y t - rura area
Notes
Status
SLDOE
YearSL
1996
Site ID
LE0788
Year DOE
Notes
Eligibility reconfirmed, ER 17-1170
Year Designated
YearSL
1992
Local Status
None
Year DOE
1994
Year Surveyed
County
Lee
HDstatus
None
DOE report or Local Link
County
Lee
Quad Name
Sanford
Township
West Sanford
Density
H
Location
1509 Carthage St, Sanford
Photo Link
Spatial Accuracy
[PIN/Addr]
Latitude
35.457979
Longitude
-79.198174
Year Survey Update
Internal
LE0702 I Harnady House {Gana}
Site ID
LE0702
Status
SD
Site Name
Hornady House {Gone}
Description
Notes
Local Status
None
Year Survey
1991-1992
Year Surrey U pd ated
HD status
None
DOE report or Local Link
County
Lee
Quad Name
Sanford
Township
West Sanford
Density
H
Location
N side SIR 1237, 0.6 mi NE ofjct w/US 1-15-501 Sanford
Photo Link
Spatial Accuracy
Latitude
35.450362
Longitude
-79.207060
Interns'
Surveyed Property Information
Client: Pulte Group
Froehling & Robertson, Inc. Project: Carthage Street Site
FQ 310 Hubert Street Location: Sanford, Lee County, NC
�C Raleigh, North Carolina 27603 Project Number: 59Z-0459 FIGURE
T 919.828.3441 Data Source: NC Historic Preservation Office GIS December 2021 No.
o 5
Date: Scale Not Shown

f"
r ¢
"•a +
Ism4 p:
ffp
a
View of the remnants of the residence on the Property.
View of the remnants of the residence on the Property.
Froehling & Robertson, Inc.
FQ 310 Hubert Street
�C Raleigh, North Carolina 27603
T 919.828.3441
Site Photographs
Pulte Grouo
Carthage Street Site
Sanford, Lee County, NC
59Z-0459
r 2021 FIGURE 6
No.
sown

w.Tit �Y lr •,, .yw
I
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View of a barn on the Property.
}
ti
View of a barn on the Property.
Site Photographs
Froehling & Robertson, Inc.
Client:
Pulte Group
project:
Carthage Street Site
Location:
Sanford, Lee County, NC
FQ 310 Hubert Street
�C Raleigh, North Carolina 27603
Project Number:
59Z-0459
FIGURE
Data Source:
T 919.828.3441
NC Historic Preservation Office
GIS December 2021
No. 7
Date:
I
IScale Not Shown

Typical view of wooded land within the Property.
WV �
Typical view of wooded land within the Property.
Site Photographs
Client: Pulte Group
Froehling & Robertson, Inc. Project: Carthage Street Site
FQ 310 Hubert Street Location: Sanford, Lee County, NC
�C Raleigh, North Carolina 27603 Project Number: 59Z-0459 FIGURE
T 919.828.3441 Data Source: NC Historic Preservation Office GIS December 2021 No. 7
Date: IScale Not Shown

Appendix F

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2023-0109204
Project Name: Westford
e x
hSai k 4YYFJiYJft
+cfln7i�
i�
July 26, 2023
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 enclosed species list 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.). If your project area
contains suitable habitat for any of the federally -listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species' presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
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.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

07/26/2023
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project -related stressors or minimize the exposure of birds and
their resources to the project -related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/
executive-orders/e0-13186.php.

07/26/2023
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 Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
• Official Species List
• Migratory Birds

07/26/2023
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]

07/26/2023
PROJECT SUMMARY
Project Code: 2023-0109204
Project Name: Westford
Project Type: Residential Construction
Project Description: Residential development
Project Location:
The approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/@35.45265385,-79.20026339555892,14z
Counties: Lee County, North Carolina

07/26/2023
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
Fisheriesi, 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.
MAMMALS
NAME S TATU S
Tricolored Bat Perimyotis sub flavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile: https://ecos.fws.gov/ecp/species/10515
FISHES
NAME S TATU S
Cape Fear Shiner Notropis mekistocholas Endangered
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6063
INSECTS
NAME
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
FLOWERING PLANTS
NAME
Harperella Ptilimnium nodosum
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3739
NVULIR
Candidate
KIV ILIR
Endangered

07/26/2023
CRITICAL HABITATS
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL
ABOVE LISTED SPECIES.

07/26/2023
MIGRATORY BIRDS
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treater of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
Brown -headed Nuthatch Sitta pusilla Breeds Mar 1
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions to Jul 15
(BCRs) in the continental USA
Chimney Swift Chaetura pelagica Breeds Mar 15
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Aug 25
and Alaska.

07/26/2023
NAME
BREEDING
SEASON
Prairie Warbler Dendroica discolor Breeds May 1
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Jul 31
and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
PROBABILITY OF PRESENCE SUMMARY
Breeds Apr 1 to
Jul 31
Breeds May 10
to Sep 10
Breeds May 10
to Aug 31
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.

07/26/2023 3
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
R' probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle 16--4-��1�������JillJillIIIIJ���--- JiIIIIII�JjjJAIINon-BCC +++ +
Vulnerable
Nuthat headed 11-1 Jill Jill Jill Jill Jill Jill ---�
BCC -BCR
Chimney Swift
BCC Rangewide +—+++++ III IIII IIII IIII IIII 111� ��—+—+—+++++—+
(CON)
Prairie Warbler ' JillJillJill---,
BCC Rangewide —+—+ ++++ ���— + +— +-- —+�+ —+++ ++�+
(CON)
Protho Warblerotary rt+—+ ++++ ���— Jill Jill
Jill
Jill
---+ —+-- —+�+ —+++ ++—+
BCC Rangewide
(CON)
Red-headed III
Woodpecker ' "' mill 1&
+—+ ++++ ���— +++— + +-- —+—+ —+++ ++—+
BCC Rangewide
(CON)

07/26/2023
4
Wood Thrush +—+ ++—+ '-4- ---+ -4 - -+-+ -+++ 4-4-4-
BCC Rangewide
(CON)
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-miuratorv-birds
Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.Ddf
MIGRATORY BIRDS FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding_,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?

07/26/2023
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.

07/26/2023
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

07/26/2023
IPAC USER CONTACT INFORMATION
Agency: Timmons Group
Name: Morgan Gilbert
Address: 5410 Trinity Road, Suite 102
City: Raleigh
State: NC
Zip: 27606
Email [e-mail]
Phone: [phone]

Roy Cooper, Governor
9" 0 INC DEPARTMENT OF
""i ■
WMk.M 1 NATURAL AND CULTURAL RESOURCES
■-000
July 26, 2023
Morgan Gilbert
Timmons Group
5410 Trinity Road
Raleigh, NC 27606
RE: Westford
Dear Morgan Gilbert:
13. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-22776
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 1N. JON S STREET, RALEIGI I_ NC 27603 - 16Sl MAOL SERVICE CENTER. PAL EIGH. rkc 276�0
OFC 919.707.9120 • FAK 919.707.9421

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Appendix E

CARTHAGE St. SUBDIVISION
STORMWATER IMPACT ANALYSIS
CARTHAGE ST, SANFORD,
LEE COUNTY, NC
MARCH 23, 2023
PREPARED FOR:
Pulte Group
Robert Rudloff
1225 Crescent Green Drive, Suite 250
Cary, North Carolina 27518
s
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PREPARED BY:
Timmons Group, NC License No. C-1652
Allison Stone, PE
5410 Trinity Road, Suite 102
Raleigh, North Carolina 27607
919.866.4518 phone [phone] fax
allison.stoneCa)-timmons.com
www.timmons.com

Ashby Village Parkway
Sanford, NC
Table of Contents
ProjectSummary.................................................................................................................................................
1
1 ntroduction......................................................................................................................................................
1
StormwaterMethodology.................................................................................................................................
1
Stormwater Treatment and Detention..............................................................................................................
2
RainfallData........................................................................................................................................................
3
NOAA Atlas 14 Precipitation Depths (inches)...................................................................................................
3
NOAA Atlas 14 Precipitation Intensities (inches/hour)......................................................................................
3
SoilsMap.............................................................................................................................................................
4
DrainageArea Maps............................................................................................................................................
5
Pre-Devlopment Drainage Area Map...............................................................................................................
5
Post -Development Drainage Area Map............................................................................................................
5
CNCalculations...................................................................................................................................................
6
TcCalculations....................................................................................................................................................
7
StormAnalysis 100 Series...................................................................................................................................
8
StormAnalysis 200 Series...................................................................................................................................
9
Stormwater Control Measure 1..........................................................................................................................
16
HydraflowHydrographs Report..........................................................................................................................
24

Carthage
Sanford, NC
Project Number:49729
Project Summary
Introduction
Carthage is a proposed 47.36 acre subdivision consisting of 115 single family lots located in
the Town of Sanford, North Carolina off of the intersection of Carthage St. and Gloucester Dr. This
site does contain FEMA floodplains on the eastern portion of the site. The site is currently zoned
Cz.
Stormwater measures are proposed on -site to control and treat the difference between pre -
development and the post -development stormwater runoff rate for the 1-year (24hr) storm, and the
10-year (24hr) storm. These stormwater measures will provide storage volume to retain on -site
runoff from the first inch of rainfall and will be released between 2 to 5 days.
All proposed stormwater measures have been designed to meet the minimum of 85% average
annual removal for total suspended solids. The results of the combined routing are provided below.
Results for each analysis point are provided within the report.
Stormwater Methodology
• For each individual storm drainage inlet, a drainage area was measured as well as assigning
impervious surface percentage. From this impervious percentage a rational `C' value was
calculated. Impervious surfaces were given a `C' value of 0.95. This data was used for pipe
sizing. The average "C" value for the site is 0.70.
• RCP is specified for all storm pipe on site and off site with a Manning's N value of 0.013
• The various inlet types are shown on the plan detail sheets. Flared end sections are used
at all culvert inlet and discharge points.
• Spread calculations have been performed using the 4" storm event, and have been
performed using a 5 minute ToC. Maximum allowable spread is 7 feet of a lane width.
Structures are spaced/placed to prevent flow crossing an intersection at intersecting
streets
• The storm water network has been designed to pass the 10-year event and are sized to
handle the 10-year storm keeping the HGL within crown of pipe
• The pipes were sized using Hydraflow Storm Sewers. This program accepts the input data from
each inlet, as well as physical characteristics of the storm system to be designed, and calculates
flow rates and pipe sizes through the system. For rainfall data, the NOAA Atlas 14 Precipitation
Intensities were utilized. Each inlet was modeled to capture 100% of the drainage area flow. The
minimum storm drainage pipe size used for this project is 18 inches.
TIMMONS GROUP
i V U M YI IIQN AL H II Y 9 D 9diM V vL 11 0U Y.'%
1 1 www.timmons.com

Carthage
Sanford, NC
Project Number:49729
Stormwater Treatment and Detention
One wet detention basin is proposed and designed to treat the requirements for 85% TSS
removal, drawdown of the first inch of rainfall between 2-5 days and reduction of the peak flow for
the 1-year, 24 hour storm event. In addition, the 100-year event has been analyzed to ensure safe
passage through the site.
The NRCS Method and Hydraflow Hydrographs Extension for Autodesk Civil 3D were used to
model the pre- and post -development peak flows as well as proposed detention system routings to
each POI. Time of Concentration (Tc) calculations were performed using TR-55 methodology for
each POI. The results are provided below, and the Hydraflow Report is included in the appendices.
Pre & Post -Development Runoff Summary Total:
1 yr
10yr
100yr
Pre -Development (cfs)
11.03
66.49
151.98
Post -Development (cfs)
8.57
40.23
160.78
TIMMONS GROUP
i V U M YI IIQN AL H II Y 9 D 9diM V vL 11 0U Y.I.
2 1 www.timmons.com

Rainfall Data
NOAA Atlas 14 Precipitation Depths (inches)
NOAA Atlas 14 Precipitation Intensities (inches/hour)
TIMMONS GROUP
i V U M YI IIQN AL H II Y 9 D 9diM V vL zt 0U Y.I.
Carthage
Sanford, NC
Project Number:49729
3 1 www.timmons.com

3/17/23, 2:30 PM
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Sanford, North Carolina, USA* � '`n,
Latitude: 35.4543°, Longitude:-79.2019°
Elevation: m/ft**
'source: ESRI Maps
"source. USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1
����������
2
5
10
25
50
100
200
500
1000
0.432
0.511
0.592
0.651
0.719
0.765
0.807
0.844
0.887
0.919
5-min
(0.393-0.476)
(0.465-0.563)
(0.539-0.654)
(0.591-0.71 7)
(0.649-0.790)
(0.689-0.840)
(0.723-0.886)
(0.752-0.928)
(0.783-0.975)
(0.805-1.01)
0.690
0.817
0.949
1.04
1.15
1.22
1.28
1.34
1.40
1.45
10-min
(0.629-0.761)
(0.744-0.901)
(0.863-1.05)
(0.946-1.15)
1 (1.03-1.26) 11
(1.10-1.34) 11
(1.15-1.41)
1 (1.19-1.47)
1 (1.24-1.54)
(1.27-1.59)
0.863
1.03
1.20
1.32
1.45
1.54
1.62
1.69
1.77
1.82
15-min
(0.786-0.951)
(0.935-1.13)
(1.09-1.32)
1 (1.20-1.45)
1 (1.31-1.60) 11
(1.39-1.69) 11
(1.45-1.78)
1 (1.51-1.86)
1 (1.56-1.94)
(1.59-2.00)
1.18
1.42
1.71
1.91
2.15
2.32
2.48
2.63
2.81
2.94
30-min
(1.08-1.30)
(1.29-1.57)
(1.55-1.88)
(1.73-2.10)
(1.94-2.37)
(2.09-2.55)
(2.22-2.73)
(2.34-2.89)
(2.48-3.09)
(2.58-3.23)
1.48
1.78
2.19
2.49
2.86
3.15
3.42
3.69
4.03
4.29
60-min
(1.34-1.63)
(1.62-1.96)
(1.99-2.41)
(2.26-2.74)
(2.59-3.15)
(2.83-3.46)
(3.06-3.76)
(3.29-4.05)
(3.56-4.43)
(3.76-4.72)
1.74
2.11
2.63
3.01
3.52
3.90
4.28
4.66
5.16
5.54
2-hr
(1.58-1.94)
1 (1.91-2.35) 11
(2.37-2.92)
1 (2.71-3.35)
1 (3.15-3.90) 11
(3.48-4.33) 11
(3.79-4.75)
1 (4.10-5.1 7)
1 (4.49-5.72)
(4.79-6.16)
1.85
2.24
2.80
3.24
3.82
4.27
4.73
5.21
5.86
6.38
3-hr
(1.68-2.06)
(2.03-2.50)
(2.54-3.12)
(2.92-3.59)
(3.42-4.23)
(3.81-4.74)
(4.19-5.25)
(4.57-5.77)
(5.09-6.50) 11
(5.47-7.08)
2.21
2.67
3.34
3.87
4.59
5.16
5.74
6.35
7.18
7.85
6-hr
(2.01-2.44)
(2.44-2.95)
(3.04-3.69)
(3.51-4.27)
(4.13-5.05)
(4.61-5.67)
(5.09-6.31)
(5.57-6.96)
(6.22-7.88) 11
(6.71-8.61)
2.61
3.16
3.97
4.63
5.53
6.25
7.01
7.81
8.93
9.84
12-hr
(2.38-2.89)
(2.88-3.50)
(3.61-4.40)
(4.18-5.11)
(4.96-6.08)
(5.57-6.87)
(6.19-7.69)
(6.82-8.56)
(7.67-9.79) 11
(8.33-10.8)
3.04
3.67
4.62
5.37
6.39
7.21
8.05
8.91
10.1
11.0
24-h r
(2.82-3.28)
(3.41-3.96)
(4.29-4.99)
(4.97-5.79)
(5.90-6.90)
(6.64-7.77)
(7.39-8.68)
1 (8.16-9.61)
1 (9.21-10.9) 11
(10.0-11.9)
3.54
4.27
5.34
6.18
7.33
8.24
9.18
10.1
11.5
12.5
2-day
(3.29-3.81)
(3.97-4.60)
(4.96-5.75)
(5.73-6.65)
(6.77-7.88)
(7.59-8.86)
(8.43-9.88)
1 (9.29-10.9)
1 (10.5-12.4) 11
(11.4-13.5)
3.76
4.52
5.62
6.49
7.68
8.62
9.59
10.6
12.0
13.1
3-day
(3.50-4.03)
(4.21-4.85)
(5.23-6.03)
(6.03-6.95)
(7.10-8.23)
(7.96-9.24)
(8.82-10.3)
1 (9.72-11.4)
1 (10.9-12.9) 11
(11.9-14.0)
3.97
4.77
5.90
6.80
8.03
9.01
10.0
11.0
12.5
13.6
4-day
(3.71-4.25)
(4.46-5.11)
(5.50-6.31)
(6.33-7.26)
(7.44-8.58)
(8.32-9.62)
(9.22-10.7)
1 (10.1-11.8)
1 (11.4-13.4) 11
(12.4-14.6)
4.57
5.46
6.67
7.63
8.95
10.00
11.1
12.2
13.7
14.9
7-day
(4.27-4.89)
(5.10-5.84)
(6.23-7.14)
(7.11-8.16)
(8.31-9.57)
(9.27-10.7)
(10.2-11.9)
1 (11.2-13.0)
1 (12.6-14.7) 11
(13.6-16.0)
5.21
6.21
7.48
8.47
9.81
10.9
11.9
13.0
14.5
15.6
10tlay
(4.91-5.55)
(5.84-6.61)
(7.02-7.95)
(7.94-9.02)
(9.17-10.4)
(10.1-11.6)
(11.1-12.7)
1 (12.1-13.9)
1 (13.4-15.5) 11
(14.4-16.7)
7.02
8.29
9.82
11.0
12.6
13.9
15.2
16.4
18.2
19.6
20tlay
(6.61-7.46)
(7.81-8.81)
(9.23-10.4)
(10.3-11.7)
(11.8-13.4)
(13.0-14.8)
(14.1-16.1)
1 (15.3-17.5)
1 (16.8-19.4) 11
(18.0-20.9)
8.74
10.3
12.0
13.3
15.0
16.4
17.7
19.0
20.8
22.1
30tlay
(8.25-9.27)
(9.71-10.9)
(11.3-12.7)
(12.5-14.1)
(14.1-16.0)
(15.3-17.4)
(16.6-18.8)
1 (17.8-20.2)
1 (19.3-22.1) 11
(20.5-23.6)
11.1
13.0
14.9
16.3
18.2
19.7
21.1
22.4
24.2
25.6
45tlay
(10.5-11.7)
(12.3-13.7)
(14.1-15.7)
(15.5-17.2)
(17.2-19.2)
(18.5-20.7)
(19.8-22.2)
1 (21.0-23.7)
1 (22.6-25.6) 11
(23.9-27.1)
13.3
15.5
17.6
19.2
21.2
22.8
24.3
25.7
27.6
29.0
60tlay
(12.6-14.0)
(14.7-16.3)
(16.7-18.5)
(18.2-20.2)
(20.1-22.3)
(21.5-24.0)
(22.9-25.6)
(24.2-27.1)
(25.9-29.2) J1
(27.2-30.7)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds
are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
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3/17/23, 2:30 PM
Precipitation Frequency Data Server
9361
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NOAAAtlas 14, Volume 2, Version 3 Created {GMT}: F� Mbar 17 18:30:39 2023
Back to Top
Maps & aerials
Small scale terrain
Average recurrence
ml erva I
{years}
— 1
2
— s
— 14
— 25
64
100
200
500
1000
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— 2fir —
20-day
— 341r —
3"ay
4"ay
Cs"ay
— 244)r
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.htmI?Iat=35.4543&Ion=-79.2019&data=depth&units=engIish&series=pds 2/4

3/17/23, 2:30 PM Precipitation Frequency Data Server
ow 0-
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19
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Winston-Salem
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Llem Greens6or0
o ❑arham Rocky Mount
Raleigh
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100km
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Large scale aerial
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=35.4543&Ion=-79.20l9&data=depth&units=english&series=pds 3/4

3/17/23, 2:30 PM
Precipitation Frequency Data Server
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US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: [e-mail]
Disclaimer
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3/17/23, 2:31 PM
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Sanford, North Carolina, USA* � '`n,
Latitude: 35.4543°, Longitude:-79.2019°
Elevation: m/ft**
'source: ESRI Maps
"source. USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average recurrence interval (years)
1 2 5 10 25 50 100 200 500 1000
5-min 5.18 6.13 7.10 7.81 8.63 9.18 9.68 10.1 10.6 11.0
(4.72-5.71) 1 (5.58-6.76) 11 (6.47-7.85) 11 (7.09-8.60) 1 (7.79-9.48) 1 (8.27-10.1) 11 (8.68-10.6) 1 (9.02-11.1) 1 (9.40-11.7) 11 (9.66-12.1)
4.14
4.90
5.69
6.25
6.87
7.31
7.69
8.03
8.42
8.68
10-min
(3.77-4.57)
1 (4.46-5.41)
11 (5.18-6.28)
11 (5.68-6.88)
1 (6.20-7.56)
1 (6.58-8.03) 11
(6.89-8.45)
1 (7.15-8.83)
1 (7.43-9.25)
11 (7.60-9.55)
3.45
4.10
4.80
5.27
5.81
6.17
6.48
6.75
7.06
7.26
15-min
(3.14-3.80)
1 (3.74-4.53)
11 (4.36-5.30)
11 (4.78-5.80)
1 (5.24-6.39)
1 (5.56-6.78) 11
(5.81-7.12)
1 (6.02-7.43)
1 (6.24-7.76)
11 (6.36-7.99)
2.37
2.84
3.41
3.82
4.30
4.64
4.96
5.26
5.62
5.88
30-min
(2.15-2.61)
1 (2.58-3.13)
11 (3.10-3.76)
11 (3.47-4.21)
1 (3.88-4.73)
1 (4.18-5.10) 11
(4.45-5.45)
1 (4.68-5.78)
1 (4.96-6.18)
11 (5.15-6.47)
1.48
1.78
2.19
2.49
2.86
3.15
3.42
3.69
4.03
4.29
60-min
(1.34-1.63)
1 (1.62-1.96)
11 (1.99-2.41)
11 (2.26-2.74)
1 (2.59-3.15)
1 (2.83-3.46) 11
(3.06-3.76)
1 (3.29-4.05)
1 (3.56-4.43)
11 (3.76-4.72)
0.870
1.05
1.31
1.51
1.76
1.95
2.14
2.33
2.58
2.77
2-hr
(0.788-0.970)
(0.955-1.18)
(1.19-1.46)
11 (1.36-1.68)
1 (1.57-1.95)
1 (1.74-2.1 7) 11
(1.90-2.38)
1 (2.05-2.58)
1 (2.25-2.86)
11 (2.39-3.08)
0.616
0.746
0.932
1.08
1.27
1.42
1.58
1.74
1.95
2.12
3-hr
(0.558-0.686)
(0.677-0.831)
(0.844-1.04)
(0.973-1.20)
1 (1.14-1.41)
1 (1.27-1.58) 11
(1.40-1.75)
1 (1.52-1.92)
1 (1.69-2.16)
11 (1.82-2.36)
0.369
0.446
0.558
0.646
0.766
0.861
0.959
1.06
1.20
1.31
6-hr
(0.336-0.408)
(0.407-0.493)
(0.508-0.617)
(0.586-0.713)
(0.689-0.843)
(0.770-0.946)
(0.850-1.05)
(0.931-1.16)
1 (1.04-1.32)
11 (1.12-1.44)
0.217
0.262
0.330
0.384
0.459
0.519
0.582
0.648
0.742
0.817
12-hr
(0.197-0.240)
(0.239-0.290)
(0.300-0.365)
(0.347-0.424)
(0.412-0.505)
(0.463-0.570)
(0.514-0.638)
(0.566-0.711)
(0.637-0.813)
(0.691-0.895)
0.127
0.153
0.192
0.224
0.266
0.300
0.335
0.371
0.421
0.460
24-hr
(0.117-0.137)
(0.142-0.165)
(0.179-0.208)
(0.207-0.241)
(0.246-0.288)
(0.277-0.324)
(0.308-0.362)
(0.340-0.401)
(0.384-0.454)
(0.418-0.497)
0.074
0.089
0.111
0.129
0.153
0.172
0.191
0.211
0.239
0.261
2{iay
(0.069-0.079)
(0.083-0.096)
(0.103-0.120)
(0.119-0.139)
(0.141-0.164)
(0.158-0.185)
(0.176-0.206)
(0.193-0.228)
(0.218-0.258)
(0.237-0.282)
0.052
0.063
0.078
0.090
0.107
0.120
0.133
0.147
0.166
0.181
3{iay
(0.049-0.056)
(0.059-0.067)
(0.073-0.084)
(0.084-0.097)
(0.099-0.114)
(0.110-0.128)
(0.123-0.143)
(0.135-0.158)
(0.152-0.179)
(0.165-0.195)
0.041
0.050
0.061
0.071
0.084
0.094
0.104
0.115
0.130
0.142
4{iay
(0.039-0.044)
(0.046-0.053)
(0.057-0.066)
(0.066-0.076)
(0.077-0.089)
(0.087-0.100)
(0.096-0.111)
(0.106-0.123)
(0.119-0.139)
(0.129-0.152)
0.027
0.032
0.040
0.045
0.053
0.060
0.066
0.073
0.082
0.089
7{iay
(0.025-0.029)
(0.030-0.035)
(0.037-0.042)
(0.042-0.049)
(0.049-0.057)
(0.055-0.064)
(0.061-0.071)
(0.067-0.078)
(0.075-0.087)
(0.081-0.095)
0.022
0.026
0.031
0.035
0.041
0.045
0.050
0.054
0.060
0.065
10-day
(0.020-0.023)
(0.024-0.028)
(0.029-0.033)
(0.033-0.038)
(0.038-0.043)
(0.042-0.048)
(0.046-0.053)
(0.050-0.058)
(0.056-0.064)
(0.060-0.070)
0.015
0.017
0.020
0.023
0.026
0.029
0.032
0.034
0.038
0.041
20-day
(0.014-0.016)
(0.016-0.018)
(0.019-0.022)
(0.022-0.024)
(0.025-0.028)
(0.027-0.031)
(0.029-0.034)
(0.032-0.036)
(0.035-0.040)
(0.038-0.043)
0.012
0.014
0.017
0.018
0.021
0.023
0.025
0.026
0.029
0.031
30-day
(0.011-0.013)
(0.013-0.015)
(0.016-0.018)
(0.017-0.020)
(0.020-0.022)
(0.021-0.024)
(0.023-0.026)
(0.025-0.028)
(0.027-0.031)
(0.028-0.033)
0.010
0.012
0.014
0.015
0.017
0.018
0.019
0.021
0.022
0.024
45-day
(0.010-0.011)
(0.011-0.013)
(0.013-0.015)
(0.014-0.016)
(0.016-0.018)
(0.017-0.019)
(0.018-0.021)
(0.019-0.022)
(0.021-0.024)
(0.022-0.025)
0.009
0.011
0.012
0.013
0.015
0.016
0.017
0.018
0.019
0.020
60-day
(0.009-0.010)
(0.010-0.011)
(0.012-0.013)
(0.013-0.014)
(0.014-0.016)
(0.015-0.017)
(0.016-0.018)
(0.017-0.019)
(0.018-0.020)
(0.019-0.021)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAAAtlas 14 document for more information.
Back to Top
PF graphical
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=35.4543&Ion=-79.20l9&data=intensity&units=english&series=pds 1 /4

3/17/23, 2:31 PM
Precipitation Frequency Data Server
C
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Latitude: 35-4543°, Longitude--79-2019'
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Average recurrence interval years)
NDAA Atia5 14, Volume 2, Versior} 3 Created {GMT}: F-i Mar 17 18:30-51 2023
Back to Top
Maps & aerials
Small scale terrain
Average recurrence
ml erva I
{years}
—r
2
- 5
10
— 25
60
100
200
500
1000
Du ration
5--mkn —
2-day
— I Ws1ln
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15-min —
4-day
— 30-,min —
7-say
— 60-min —
I"ay
— 2fir —
20-day
— 34hr —
3"ay
4"ay
r;"By
— 24-lir
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.htmI?tat=35.4543&Ion=-79.2019&data=intensity&units=engIish&series=pds 2/4

3/17/23, 2:31 PM Precipitation Frequency Data Server
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100km
Wilmington
6 mi
Large scale aerial
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=35.4543&Ion=-79.20l9&data=intensity&units=english&series=pds 3/4

3/17/23, 2:31 PM
Precipitation Frequency Data Server
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US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: [e-mail]
Disclaimer
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Carthage
Sanford. NC
Project Number:49729
Soils Map
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Hydrologic Soil Group —Lee County, North Carolina
soilz
Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
Cp
Congaree silt loam, 0 to
C
5.9
12.4%
2 percent slopes,
frequently flooded
MfB
Mayodan fine sandy
B
5.5
11.7%
loam, 2 to 8 percent
slopes
MfD
Mayodan fine sandy
B
30.8
65.0%
loam, 8 to 15 percent
slopes
MfE
Mayodan fine sandy
B
5.1
10.9%
loam, 15 to 25 percent
slopes
Totals for Area of Interest
47.4
100.0%
USDA Natural Resources Web Soil Survey 3/16/2023
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Lee County, North Carolina
soilz
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey 3/16/2023
Conservation Service National Cooperative Soil Survey Page 4 of 4

Drainage Area Maps
Pre -Development DA Map
Post -Development DA Map
TIMMONS GROUP
i V U M YI IIQN AL H II Y 9 D 9diM V vL zt 0U Y.I.
Carthage
Sanford, NC
Project Number:49729
5 1 www.timmons.com

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Carthage
Sanford. NC
Project Number:49729
CN Calculations
■
TIMMONS GROUP 6 1 www.timmons.com
i V U M YI IIQN AL H II Y 9 D 9diM V vL zt 0U Y.I.

Project:
Carthage
Project Number:
49729
e
TIMMONS GROUP
Yn'aP t115on,N, :.rl-IIEVED THROUGH OURS.
Weighted CN Coefficient Worksheet
Calculated By:
Ben Alexander
Date:
03/23/23
Pre Total
Weighted CN Value
HSG
Category
Land Use
CN;
A;
CN; x A;
A
Pervious
Managed Open Space
39
0.00
0.00
Woods
30
0.00
0.00
B
Pervious
Managed Open Space
61
0.00
0.00
Woods
60
41.52
2491.20
C
Pervious
Managed Open Space
74
0.00
0.00
Woods
73
5.88
429.24
D
Pervious
Managed Open Space
80
0.00
0.00
Woods
77
0.00
0.00
Open Water
Ponds, Lakes, Rivers, Etc.
100
0.00
0.00
Impervious
Road, Roof, Sidewalk, Etc.
98
0.00
0.00
47.40
2920.44
CN Value
62
Pre POI 1
Weighted CN Value
HSG
Category
Land Use
CN;
A;
CN; x A;
A
Pervious
Managed Open Space
39
0.00
Woods
30
0.00
B
Pervious
Managed Open Space
61
0.00
Woods
60
41.52
2491.20
C
Pervious
Managed Open Space
74
0.00
Woods
73
5.88
429.24
D
Pervious
Managed Open Space
80
0.00
Woods
77
0.00
Open Water
Ponds, Lakes, Rivers, Etc.
100
0.00
Impervious
Road, Roof, Sidewalk, Etc.
98
0.00
47.40
2920.44
CN Value
62

Post POI 1 (TO SCM 1)
Weighted CN Value
HSG
Category
Land Use
CN;
A;
CN; x A;
A
Pervious
Managed Open Space
39
0.00
Woods
30
0.00
B
Pervious
Managed Open Space
61
6.64
405.04
Woods
60
2.86
171.60
C
Pervious
Managed Open Space
74
0.00
Woods
73
0.00
D
Pervious
Managed Open Space
80
0.00
Woods
77
0.00
Open Water
Ponds, Lakes, Rivers, Etc.
100
0.47
47.00
Impervious
Road, Roof, Sidewalk, Etc.
98
13.19
1292.62
23.16
1916.26
CN Value
83
Post POI 1 Bypass
Weighted CN Value
HSG
Category
Land Use
CN;
A;
CN; x A;
A
Pervious
Managed Open Space
39
0.00
Woods
30
0.00
B
Pervious
Managed Open Space
61
0.00
Woods
60
0.00
C
Pervious
Managed Open Space
74
0.00
Woods
73
5.88
429.24
D
Pervious
Managed Open Space
80
0.00
Woods
77
0.00
Open Water
Ponds, Lakes, Rivers, Etc.
100
0.00
Impervious
Road, Roof, Sidewalk, Etc.
98
0.00
5.88
429.24
CN Value
73
Post Total
Weighted CN Value
HSG
Category
Land Use
CN;
A;
CN; x A;
A
Pervious
Managed Open Space
39
0.00
0.00
Woods
30
0.00
0.00
B
Pervious
Managed Open Space
61
6.64
405.04
Woods
60
2.86
171.60
C
Pervious
Managed Open Space
74
0.00
0.00
Woods
73
5.88
429.24
D
Pervious
Managed Open Space
80
0.00
0.00
Woods
77
0.00
0.00
Open Water
Ponds, Lakes, Rivers, Etc.
100
0.47
47.00
Impervious
Road, Roof, Sidewalk, Etc.
98
13.19
1292.62
29.04
2345.50
CN Value
81

Carthage
Sanford. NC
Project Number:49729
Tc Calculations
■
TIMMONS GROUP 7 1 www.timmons.com
i V U M YI IIQN AL H II Y 9 D 9diM V vL zt 0U Y.I.

Project:
Carthage
Project Number:
49729
TIMMONS GROUP
YOUR VkSIVN ACHIEVED THROUGH VVRS.
Time of Concentration Worksheet (TR-55 Method)
Calculated By:
Ben Alexander
Date:
03/23/23
POI 1 Pre
Sheet Flow
Shallow Concentrated
Channel Flow
Length (ft)
100
390
1822
Slope (ft/ft)
0.0171
0.0761
0.0113
Surface Cover
Woods
Unpaved
Weeds
n-value
0.4
-
0.040
Flow Area (ft)
-
-
75.0
Wetted Perimeter (ft)
-
-
41.0
Hydraulic Radius (ft)
-
-
1.83
Average Velocity (ft/s)
-
4.45
5.92
Tt (hr)
0.36
0.02
0.09
Tc (min)
28
POI 1 Post Bypass
Sheet Flow
Shallow Concentrated
Channel Flow
Length ft
100
390
1822
Slope ft/ft
0.0171
0.0761
0.0113
Surface Cover
Woods
Unpaved
Weeds
n-value
0.4
-
0.040
Flow Area(ft)
-
-
75.0
Wetted Perimeter ft
-
-
41.0
Hydraulic Radius ft
-
-
1.83
Average Velocity ft/s
-
4.45
5.92
Tt (hr)
1 0.36
1 0.02
0.09
Tc min
28

Storm Analysis 100 Series
Storm Sewer Summary Report
Velocity Report
Inlet Report
TIMMONS GROUP
i V U M YI IIQN AL H II Y 9 D 9di 1 U v L zi 0U Y.I.
Carthage
Sanford, NC
Project Number:49729
8 1 www.timmons.com

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PIPE VELOCITY CALCULATIONS
INLETTYPE
STRUCTURE
ATOTAL
Tc
IZ
QZ
VZ
PIPE LENGTH
PIPE SIZE
MATERIAL
SLOPE
FROM
TO
(AC)
(MIN)
(IN/HR)
(CFS)
(FT/S)
(FT)
m
COMB
CB 102
OUT
15.90
21.4
3.46
38.46
10.83
139
36
RCP
2.65
COMB
CB 103
CB 102
14.72
21.3
3.46
35.69
7.22
39
36
RCP
3.03
COMB
CB 104
CB 103
12.71
21.2
3.48
30.93
6.69
44
36
RCP
0.72
COMB
CB 105
CB 104
12.23
20.9
3.50
29.99
7.07
99
36
RCP
0.60
COMB
CB 106
CB 105
10.62
20.8
3.51
26.11
6.50
27
36
RCP
0.85
COMB
CB 107
CB 106
10.46
20.3
3.56
26.08
6.82
159
36
RCP
5.04
COMB
CB 108
CB 107
9.14
14.1
4.27
27.32
7.05
78
36
RCP
0.60
COMB
CB 109
CB 108
9.11
14.0
4.28
27.32
6.82
24
36
RCP
0.51
COMB
CB 110
CB 109
9.07
13.6
4.34
27.55
6.81
104
36
RCP
0.50
COMB
CB 111
CB 110
8.55
13.5
4.35
26.05
6.68
24
36
RCP
0.49
COMB
CB 112
CB 111
7.13
13.4
4.37
21.82
7.99
27
36
RCP
1.52
COMB
CB 113
CB 112
6.62
13.2
4.40
20.40
8.79
57
30
RCP
3.25
COMB
CB 114
CB 113
6.53
12.9
4.44
20.30
6.55
74
30
RCP
0.55
COMB
CB 115
CB 114
3.78
12.2
4.55
12.05
4.77
124
30
RCP
5.25
COMB
CB 116
CB 115
3.68
11.9
4.60
11.86
5.50
51
30
RCP
0.51
COMB
CB 160
CB 116
1.77
6.8
5.63
6.98
7.99
182
18
RCP
3.85
COMB
CB 161
CB 160
0.99
5.4
6.00
4.16
4.06
196
18
RCP
3.46
COMB
CB 162
CB 161
0.48
5.0
6.13
2.06
3.11
30
18
RCP
0.84
Grate
DI 141
CB 114
2.08
10.3
4.87
7.10
4.91
28
24
RCP
0.75
Grate
DI142
DI 141
1.61
9.6
5.01
5.65
7.22
155
18
RCP
3.34
Grate
DI 143
DI 142
1.15
8.6
5.21
4.20
4.38
153
18
RCP
3.79
Grate
DI144
DI143
0.67
7.0
5.58
2.62
3.59
153
18
RCP
3.73
Grate
DI145
DI144
0.35
5.0
6.13
1.50
3.04
102
18
RCP
3.73
COMB
CB 117
CB 116
1.53
11.7
4.63
4.95
4.99
27
18
RCP
0.74
COMB
CB 118
CB 117
1.17
11.4
4.68
3.83
4.77
45
18
RCP
0.87
COMB
CB 119
CB 118
1.08
10.9
4.76
3.60
4.36
72
18
RCP
0.60
COMB
DI 120
CB 119
1.03
10.7
4.81
3.47
4.26
36
18
RCP
0.56
Grate
DI121
DI120
0.70
8.7
5.19
2.54
3.79
187
18
RCP
2.39
Grate
DI122
DI121
0.36
5.0
6.13
1.54
3.13
196
18
RCP
4.06
COMB
CB 163
CB 160
0.39
5.0
6.13
1.67
2.53
30
18
RCP
1.01
COMB
CB 153
CB 111
1.37
7.5
5.45
5.23
7.37
160
18
RCP
4.02
COMB
CB 154
CB 153
1.34
7.0
5.59
5.24
5.25
106
18
RCP
2.68
COMB
CB 155
CB 154
0.89
5.5
5.98
3.73
4.16
190
18
RCP
4.16
COMB
CB 156
CB 155
0.44
5.0
6.13
1.89
3.07
31
18
RCP
4.12
COMB
CB 157
CB 154
0.39
5.0
6.13
1.67
2.76
27
18
RCP
0.59
COMB
CB 170
CB 107
1.29
19.7
3.62
3.27
4.07
94
18
RCP
0.50
COMB
CB 171
CB 170
1.08
19.1
3.68
2.78
3.61
81
18
RCP
0.51
Grate
DI 172
CB 171
0.82
17.9
3.81
2.19
3.65
128
18
RCP
0.50
Grate
DI 173
DI 172
0.50
14.2
4.25
1.49
3.26
248
18
RCP
3.77
Grate
DI 174
DI 173
0.19
5.0
6.13
0.81
2.64
255
18
RCP
3.88
COMB
CB 130
CB 103
1.84
8.8
5.18
6.67
7.54
83
18
RCP
3.22
COMB
CB 131
CB 130
1.65
8.3
5.28
6.09
5.33
102
18
RCP
3.57
COMB
CB 132
CB 131
1.24
7.6
5.43
4.72
4.61
121
18
RCP
4.11
COMB
CB 133
CB 132
0.63
5.8
5.90
2.60
3.44
166
18
RCP
4.88
COMB
CB 134
CB 133
0.25
5.0
6.13
1.07
2.46
29
18
RCP
0.48
COMB
CB 141
CB 114
0.58
5.0
6.13
2.49
3.77
28
18
RCP
0.50
Grate
DI 150
CB 105
1.01
9.8
4.97
3.51
7.36
124
18
RCP
6.52
Grate
DI151
DI150
0.55
7.8
5.39
2.08
3.32
158
18
RCP
2.94
Grate
DI152
DI151
0.25
5.0
6.13
1.07
2.72
102
18
RCP
3.14
COMB
CB 175
CB 110
0.40
5.6
5.96
1.67
4.85
37
18
RCP
2.88
COMB
CB 176
CB 175
0.33
5.0
6.13
1.42
3.58
27
18
RCP
1.00
COMB
CB 135
CB 132
0.31
5.0
6.13
1.33
2.52
28
18
RCP
0.61
COMB
CB 136
CB 131
0.26
5.0
6.13
1.11
2.13
27
18
RCP
2.04
COMB
CB 140
CB 104
0.16
5.0
6.13
0.69
2.71
27
18
RCP
0.59
COMB
CB 123
CB 102
0.71
5.0
6.13
3.04
4.96
250
18
RCP
1.45

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Carthage
Sanford. NC
Project Number:49729
Hydraflow Hydrographs Report
■
TIMMDNS GROUP 11 1 www.timmons.com
i V U M YI IIQN AL Ii II Y 9 D 9diM V vL 11 0U Y.I.

Watershed Model Schematic Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
CD CD
5
Project: 20230319 Carthage.gpw Thursday, 03 / 23 / 2023

Hydrograph Return Period ReC"draflow Hydrographs Extension for AUtodeskS Civil 3DO by Autodesk, Inc. v2023
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
hyd(s)
Description
(origin)
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
SCS Runoff
------
11.03
-------
-------
-------
66.49
-------
-------
151.98
PRE POI 1 TOTAL
2
SCS Runoff
------
30.65
-------
-------
-------
73.50
-------
-------
124.42
POST TO SCM 1
3
SCS Runoff
------
8.317
-------
-------
-------
39.83
-------
-------
85.69
BYPASS
4
Reservoir
2
0.407
-------
-------
-------
9.333
-------
-------
89.98
TO SCM 1
5
Combine
3,4
8.565
-------
-------
-------
40.23
-------
-------
160.78
POST POI 1 TOTAL
Proj. file: 20230319 Carthage.gpw
Thursday, 03 / 23 / 2023

Hydrograph Summary Report Hydraflow Hydrographs Extension for AUtodeskS Civil 3DO by Autodesk, Inc. v2023
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
11.03
2
734
70,593
------
------
------
PRE POI 1 TOTAL
2
SCS Runoff
30.65
2
730
123,647
------
------
------
POST TO SCM 1
3
SCS Runoff
8.317
2
734
45,742
------
------
------
BYPASS
4
Reservoir
0.407
2
1456
96,553
2
351.19
106,395
TO SCM 1
5
Combine
8.565
2
734
142,296
3,4
------
------
POST POI 1 TOTAL
20230319 Carthage.gpw
Return Period: 1 Year
Thursday, 03 / 23 / 2023

Hydrograph Report
4
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 1
PRE POI 1 TOTAL
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 2 min
Drainage area
= 47.400 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 3.03 in
Storm duration
= 24 hrs
Q (cfs)
12.00
10.00
M
M
4.00
2.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
PRE POI 1 TOTAL
Hyd. No. 1 -- 1 Year
120 240 360 480 600 720 840
Hyd No. 1
Thursday, 03 / 23 / 2023
= 11.03 cfs
= 734 min
= 70,593 cuft
= 62
= 0 ft
= 28.00 min
= Type II
= 484
Q (cfs)
12.00
10.00
M
. ��
4.00
2.00
0.00
960 1080 1200 1320 1440 1560
Time (min)

Hydrograph Report
I—
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 2
POST TO SCM 1
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 2 min
Drainage area
= 23.160 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 3.03 in
Storm duration
= 24 hrs
Q (cfs)
35.00
25.00
20.00
15.00
10.00
5.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
POST TO SCM 1
Hyd. No. 2 -- 1 Year
Thursday, 03 / 23 / 2023
= 30.65 cfs
= 730 min
= 123,647 cuft
= 83
= 0 ft
= 29.70 min
= Type II
= 484
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 '1 1 1 --`-- ' ' ' ' ' ' ' � ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 3
BYPASS
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 2 min
Drainage area
= 24.240 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 3.03 in
Storm duration
= 24 hrs
Q (cfs)
10.00
WE
. 0M
4.00
W IM
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
BYPASS
Hyd. No. 3 -- 1 Year
120 240 360 480 600 720 840
Hyd No. 3
Thursday, 03 / 23 / 2023
= 8.317 cfs
= 734 min
= 45,742 cuft
= 65
= 0 ft
= 28.00 min
= Type II
= 484
Q (cfs)
10.00
e
E1
4.00
w ex
0.00
960 1080 1200 1320 1440 1560
Time (min)

7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 4
TO SCM 1
Hydrograph type
= Reservoir
Peak discharge
= 0.407 cfs
Storm frequency
= 1 yrs
Time to peak
= 1456 min
Time interval
= 2 min
Hyd. volume
= 96,553 cuft
Inflow hyd. No.
= 2 - POST TO SCM 1
Max. Elevation
= 351.19 ft
Reservoir name
= SCM 1
Max. Storage
= 106,395 cuft
Storage Indication method used.
TO SCM 1

Pond
Report
8
Hydraflow Hydrographs Extension for
Autodesk@ Civil 3D@ by Autodesk,
Inc. v2023
Thursday, 03 / 23 / 2023
Pond No.
1 - SCM 1
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation
= 348.00 ft
Stage / Storage
Table
Stage (ft)
Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00
348.00
23,213
0
0
1.00
349.00
35,229
29,010
29,010
2.00
350.00
35,262
35,242
64,252
3.00
351.00
35,339
35,297
99,549
4.00
352.00
35,416
35,374
134,923
5.00
353.00
35,493
35,451
170,374
6.00
354.00
35,570
35,528
205,902
7.00
355.00
35,558
35,560
241,462
Culvert / Orifice Structures
Weir Structures
[A]
[B] [C] [PrFRSr]
[A] [B]
[C] [D]
Rise (in)
= 36.00
3.00 Inactive 0.00
Crest Len (ft) =
20.00 16.00
Inactive 0.00
Span (in)
= 36.00
3.00 0.00 0.00
Crest El. (ft) =
353.00 353.50
0.00 0.00
No. Barrels
= 1
1 1 0
Weir Coeff. =
3.33 2.60
3.33 3.33
Invert El. (ft) = 348.00
348.00 0.00 0.00
Weir Type =
1 Broad
Rect ---
Length (ft)
= 55.00
0.00 0.00 0.00
Multi -Stage =
Yes No
Yes No
Slope (%)
= 2.55
0.00 0.00 n/a
N-Value
= .013
.013 .013 n/a
Orifice Coeff. = 0.60
0.60 0.60 0.60
Exfil.(in/hr) =
0.000 (by Contour)
Multi -Stage
= n/a
Yes Yes No
TW Elev. (ft) =
0.00
Note: CulverlJOrifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage
/ Discharge
Table
Stage
Storage Elevation
Clv A Clv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr D Exfil User
Total
ft
cuft ft
cfs cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
0.00
0 348.00
0.00 0.00 ---
--- 0.00
0.00 ---
--- --- ---
0.000
0.10
2,901 348.10
0.02 is 0.02 is ---
--- 0.00
0.00 ---
--- --- ---
0.020
0.20
5,802 348.20
0.07 is 0.06 is ---
--- 0.00
0.00 ---
--- --- ---
0.064
0.30
8,703 348.30
0.10 is 0.10 is ---
--- 0.00
0.00 ---
--- --- ---
0.099
0.40
11,604 348.40
0.13 is 0.12 is ---
--- 0.00
0.00 ---
--- --- ---
0.124
0.50
14,505 348.50
0.15 is 0.14 is ---
--- 0.00
0.00 ---
--- --- ---
0.143
0.60
17,406 348.60
0.18 is 0.16 is ---
--- 0.00
0.00 ---
--- --- ---
0.160
0.70
20,307 348.70
0.18 is 0.18 is ---
--- 0.00
0.00 ---
--- --- ---
0.176
0.80
23,208 348.80
0.20 is 0.19 is ---
--- 0.00
0.00 ---
--- --- ---
0.190
0.90
26,109 348.90
0.20 is 0.20 is ---
--- 0.00
0.00 ---
--- --- ---
0.204
1.00
29,010 349.00
0.23 is 0.22 is ---
--- 0.00
0.00 ---
--- --- ---
0.216
1.10
32,534 349.10
0.23 is 0.23 is ---
--- 0.00
0.00 ---
--- --- ---
0.228
1.20
36,058 349.20
0.26 is 0.24 is ---
--- 0.00
0.00 ---
--- --- ---
0.239
1.30
39,583 349.30
0.26 is 0.25 is ---
--- 0.00
0.00 ---
--- --- ---
0.251
1.40
43,107 349.40
0.26 is 0.26 is ---
--- 0.00
0.00 ---
--- --- ---
0.261
1.50
46,631 349.50
0.29 is 0.27 is ---
--- 0.00
0.00 ---
--- --- ---
0.271
1.60
50,155 349.60
0.29 is 0.28 is ---
--- 0.00
0.00 ---
--- --- ---
0.281
1.70
53,679 349.70
0.29 is 0.29 is ---
--- 0.00
0.00 ---
--- --- ---
0.291
1.80
57,204 349.80
0.33 is 0.30 is ---
--- 0.00
0.00 ---
--- --- ---
0.299
1.90
60,728 349.90
0.33 is 0.31 is ---
--- 0.00
0.00 ---
--- --- ---
0.308
2.00
64,252 350.00
0.33 is 0.32 is ---
--- 0.00
0.00 ---
--- --- ---
0.317
2.10
67,782 350.10
0.33 is 0.33 is ---
--- 0.00
0.00 ---
--- --- ---
0.326
2.20
71,311 350.20
0.33 is 0.33 is ---
--- 0.00
0.00 ---
--- --- ---
0.334
2.30
74,841 350.30
0.37 is 0.34 is ---
--- 0.00
0.00 ---
--- --- ---
0.342
2.40
78,371 350.40
0.37 is 0.35 is ---
--- 0.00
0.00 ---
--- --- ---
0.350
2.50
81,900 350.50
0.37 is 0.36 is ---
--- 0.00
0.00 ---
--- --- ---
0.358
2.60
85,430 350.60
0.37 is 0.37 is ---
--- 0.00
0.00 ---
--- --- ---
0.365
2.70
88,960 350.70
0.37 is 0.37 is ---
--- 0.00
0.00 ---
--- --- ---
0.372
2.80
92,490 350.80
0.41 is 0.38 is ---
--- 0.00
0.00 ---
--- --- ---
0.380
2.90
96,019 350.90
0.41 is 0.39 is ---
--- 0.00
0.00 ---
--- --- ---
0.387
3.00
99,549 351.00
0.41 is 0.39 is ---
--- 0.00
0.00 ---
--- --- ---
0.394
3.10
103,086 351.10
0.41 is 0.40 is ---
--- 0.00
0.00 ---
--- --- ---
0.401
3.20
106,624 351.20
0.41 is 0.41 is ---
--- 0.00
0.00 ---
--- --- ---
0.408
3.30
110,161 351.30
0.41 is 0.41 is ---
--- 0.00
0.00 ---
--- --- ---
0.414
3.40
113,699 351.40
0.45 is 0.42 is ---
--- 0.00
0.00 ---
--- --- ---
0.421
Continues on next page...

SCM 1
Stage /
Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B Clv C
PrfRsr Wr A
Wr B Wr C
Wr D Exfil User Total
ft
cuft
ft
cfs
cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs cfs
3.50
117,236
351.50
0.45 is
0.43 is ---
--- 0.00
0.00 ---
--- --- --- 0.427
3.60
120,773
351.60
0.45 is
0.43 is ---
--- 0.00
0.00 ---
--- --- --- 0.434
3.70
124,311
351.70
0.45 is
0.44 is ---
--- 0.00
0.00 ---
--- --- --- 0.440
3.80
127,848
351.80
0.45 is
0.45 is ---
--- 0.00
0.00 ---
--- --- --- 0.446
3.90
131,386
351.90
0.45 is
0.45 is ---
--- 0.00
0.00 ---
--- --- --- 0.453
4.00
134,923
352.00
0.46 is
0.46 is ---
--- 0.00
0.00 ---
--- --- --- 0.458
4.10
138,468
352.10
0.46 is
0.46 is ---
--- 0.00
0.00 ---
--- --- --- 0.464
4.20
142,013
352.20
0.50 is
0.47 is ---
--- 0.00
0.00 ---
--- --- --- 0.470
4.30
145,558
352.30
0.50 is
0.48 is ---
--- 0.00
0.00 ---
--- --- --- 0.476
4.40
149,103
352.40
0.50 is
0.48 is ---
--- 0.00
0.00 ---
--- --- --- 0.482
4.50
152,648
352.50
0.50 is
0.49 is ---
--- 0.00
0.00 ---
--- --- --- 0.487
4.60
156,194
352.60
0.50 is
0.49 is ---
--- 0.00
0.00 ---
--- --- --- 0.493
4.70
159,739
352.70
0.50 is
0.50 is ---
--- 0.00
0.00 ---
--- --- --- 0.499
4.80
163,284
352.80
0.50 is
0.50 is ---
--- 0.00
0.00 ---
--- --- --- 0.504
4.90
166,829
352.90
0.51 is
0.51 is ---
--- 0.00
0.00 ---
--- --- --- 0.509
5.00
170,374
353.00
0.51 is
0.51 is ---
--- 0.00
0.00 ---
--- --- --- 0.515
5.10
173,927
353.10
2.61 is
0.50 is ---
--- 2.11
0.00 ---
--- --- --- 2.609
5.20
177,479
353.20
6.55 is
0.49 is ---
--- 5.96
0.00 ---
--- --- --- 6.445
5.30
181,032
353.30
11.49 is
0.47 is ---
--- 10.94
0.00 ---
--- --- --- 11.42
5.40
184,585
353.40
17.57 is
0.46 is ---
--- 16.85
0.00 ---
--- --- --- 17.31
5.50
188,138
353.50
24.13 is
0.44 is ---
--- 23.55
0.00 ---
--- --- --- 23.99
5.60
191,691
353.60
31.49 is
0.43 is ---
--- 30.96
1.32 ---
--- --- --- 32.70
5.70
195,243
353.70
39.43 is
0.40 is ---
--- 39.01
3.72 ---
--- --- --- 43.13
5.80
198,796
353.80
48.02 is
0.36 is ---
--- 47.66
6.84 ---
--- --- --- 54.86
5.90
202,349
353.90
57.17 is
0.30 is ---
--- 56.87
10.53 ---
--- --- --- 67.69
6.00
205,902
354.00
65.12 is
0.22 is ---
--- 64.90 s
14.71 ---
--- --- --- 79.83
6.10
209,458
354.10
67.83 is
0.19 is ---
--- 67.64 s
19.33 ---
--- --- --- 87.16
6.20
213,014
354.20
69.77 is
0.17 is ---
--- 69.60 s
24.36 ---
--- --- --- 94.13
6.30
216,570
354.30
71.35 is
0.15 is ---
--- 71.19 s
29.77 ---
--- --- --- 101.11
6.40
220,126
354.40
72.71 is
0.14 is ---
--- 72.57 s
35.52 ---
--- --- --- 108.22
6.50
223,682
354.50
73.91 is
0.13 is ---
--- 73.78 s
41.60 ---
--- --- --- 115.51
6.60
227,238
354.60
75.01 is
0.12 is ---
--- 74.90 s
48.00 ---
--- --- --- 123.01
6.70
230,794
354.70
76.03 is
0.11 is ---
--- 75.92 s
54.69 ---
--- --- --- 130.72
6.80
234,350
354.80
77.00 is
0.10 is ---
--- 76.89 s
61.66 ---
--- --- --- 138.65
6.90
237,906
354.90
77.91 is
0.09 is ---
--- 77.81 s
68.91 ---
--- --- --- 146.82
7.00
241,462
355.00
78.78 is
0.09 is ---
--- 78.67 s
76.42 ---
--- --- --- 155.19
... End

10
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 5
POST POI 1 TOTAL
Hydrograph type
= Combine
Peak discharge
= 8.565 cfs
Storm frequency
= 1 yrs
Time to peak
= 734 min
Time interval
= 2 min
Hyd. volume
= 142,296 cuft
Inflow hyds.
= 3, 4
Contrib. drain. area
= 24.240 ac
Q (cfs)
10.00
WE
. 0M
4.00
W IM
POST POI 1 TOTAL
Hyd. No. 5 -- 1 Year
600 1200 1800 2400 3000 3600 4200 4800 5400
Hyd No. 5 Hyd No. 3 Hyd No. 4
Q (cfs)
10.00
WE
. IX
4.00
2.00
0.00
6000
Time (min)

Hydrograph Summary Report
11
Hydraflow Hydrographs Extension for AUtodeskS Civil 3DO by Autodesk, Inc. v2023
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
66.49
2
732
286,538
------
------
------
PRE POI 1 TOTAL
2
SCS Runoff
73.50
2
730
294,382
------
------
------
POST TO SCM 1
3
SCS Runoff
39.83
2
732
166,966
------
------
------
BYPASS
4
Reservoir
9.333
2
778
230,500
2
353.26
179,543
TO SCM 1
5
Combine
40.23
2
732
397,466
3,4
------
------
POST POI 1 TOTAL
20230319 Carthage.gpw
Return Period: 10 Year
Thursday, 03 / 23 / 2023

Hydrograph Report
12
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 1
PRE POI 1 TOTAL
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 2 min
Drainage area
= 47.400 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 5.36 in
Storm duration
= 24 hrs
Q (cfs)
70.00
50.00
40.00
20.00
10.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
PRE POI 1 TOTAL
Hyd. No. 1 -- 10 Year
Thursday, 03 / 23 / 2023
= 66.49 cfs
= 732 min
= 286,538 cuft
= 62
= 0 ft
= 28.00 min
= Type II
= 484
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
0.00 ' 1 1 1 1--r ' ' ' ' ' ' ' %� ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report
13
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 2
POST TO SCM 1
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 2 min
Drainage area
= 23.160 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 5.36 in
Storm duration
= 24 hrs
Q (cfs)
80.00
70.00
50.00
40.00
20.00
10.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
POST TO SCM 1
Hyd. No. 2 -- 10 Year
Thursday, 03 / 23 / 2023
= 73.50 cfs
= 730 min
= 294,382 cuft
= 83
= 0 ft
= 29.70 min
= Type II
= 484
Q (cfs)
80.00
70.00
50.00
40.00
30.00
20.00
10.00
0.00 ' 1 1 1
' ' ' ' ' ' T ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

Hydrograph
Report
14
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 3
BYPASS
Hydrograph type
= SCS Runoff
Peak discharge
= 39.83 cfs
Storm frequency
= 10 yrs
Time to peak
= 732 min
Time interval
= 2 min
Hyd. volume
= 166,966 cuft
Drainage area
= 24.240 ac
Curve number
= 65
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 28.00 min
Total precip.
= 5.36 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
BYPASS
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 3 Time (min)

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 4
TO SCM 1
Hydrograph type
= Reservoir
Peak discharge
= 9.333 cfs
Storm frequency
= 10 yrs
Time to peak
= 778 min
Time interval
= 2 min
Hyd. volume
= 230,500 cuft
Inflow hyd. No.
= 2 - POST TO SCM 1
Max. Elevation
= 353.26 ft
Reservoir name
= SCM 1
Max. Storage
= 179,543 cuft
Storage Indication method used.
•
• • 1
----------
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
— Hyd No. 4 — Hyd No. 2 Total storage used = 179,543 cult

16
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 5
POST POI 1 TOTAL
Hydrograph type
= Combine
Peak discharge
= 40.23 cfs
Storm frequency
= 10 yrs
Time to peak
= 732 min
Time interval
= 2 min
Hyd. volume
= 397,466 cuft
Inflow hyds.
= 3, 4
Contrib. drain. area
= 24.240 ac
POST POI 1 TOTAL
Q (cfs) Hyd. No. 5 -- 10 Year Q (cfs)
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 360 720 1080 1440 1800 2160 2520 2880 3240 3600 3960
Time (min)
Hyd No. 5 — Hyd No. 3 Hyd No. 4

Hydrograph Summary Report
17
Hydraflow Hydrographs Extension for AUtodeskS Civil 3DO by Autodesk, Inc. v2023
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
151.98
2
732
617,265
------
------
------
PRE POI 1 TOTAL
2
SCS Runoff
124.42
2
730
505,737
------
------
------
POST TO SCM 1
3
SCS Runoff
85.69
2
730
345,506
------
------
------
BYPASS
4
Reservoir
89.98
2
742
441,615
2
354.14
210,893
TO SCM 1
5
Combine
160.78
2
738
787,120
3,4
------
------
POST POI 1 TOTAL
20230319 Carthage.gpw
Return Period: 100 Year
Thursday, 03 / 23 / 2023

Hydrograph Report
18
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 1
PRE POI 1 TOTAL
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Time interval
= 2 min
Drainage area
= 47.400 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 8.04 in
Storm duration
= 24 hrs
Q (cfs)
160.00
140.00
120.00
100.00
40.00
20.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
PRE POI 1 TOTAL
Hyd. No. 1 -- 100 Year
Thursday, 03 / 23 / 2023
= 151.98 cfs
= 732 min
= 617,265 cuft
= 62
= 0 ft
= 28.00 min
= Type II
= 484
Q (cfs)
160.00
140.00
120.00
100.00
40.00
20.00
0.00 ' 1 1 1 -y ' ' ' ' ' ' ' � ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report
19
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Hyd. No. 2
POST TO SCM 1
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Time interval
= 2 min
Drainage area
= 23.160 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 8.04 in
Storm duration
= 24 hrs
Q (cfs)
140.00
120.00
100.00
40.00
20.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
POST TO SCM 1
Hyd. No. 2 -- 100 Year
Thursday, 03 / 23 / 2023
= 124.42 cfs
= 730 min
= 505,737 cuft
= 83
= 0 ft
= 29.70 min
= Type II
= 484
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 ' ' ' ' ' ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 3
BYPASS
Hydrograph type
= SCS Runoff
Peak discharge
= 85.69 cfs
Storm frequency
= 100 yrs
Time to peak
= 730 min
Time interval
= 2 min
Hyd. volume
= 345,506 cuft
Drainage area
= 24.240 ac
Curve number
= 65
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 28.00 min
Total precip.
= 8.04 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
BYPASS
Hyd. No. 3 -- 100 Year
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 3 Time (min)

21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 4
TO SCM 1
Hydrograph type
= Reservoir
Peak discharge
= 89.98 cfs
Storm frequency
= 100 yrs
Time to peak
= 742 min
Time interval
= 2 min
Hyd. volume
= 441,615 cuft
Inflow hyd. No.
= 2 - POST TO SCM 1
Max. Elevation
= 354.14 ft
Reservoir name
= SCM 1
Max. Storage
= 210,893 cuft
Storage Indication method used.
Q (cfs)
140.00
120.00
100.00
.1 ••
40.00
20.00
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 M— 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 4 — Hyd No. 2 Total storage used = 210,893 cult

22
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk@ Civil 3D@ by Autodesk, Inc. v2023
Thursday, 03 / 23 / 2023
Hyd. No. 5
POST POI 1 TOTAL
Hydrograph type
= Combine
Peak discharge
= 160.78 cfs
Storm frequency
= 100 yrs
Time to peak
= 738 min
Time interval
= 2 min
Hyd. volume
= 787,120 cuft
Inflow hyds.
= 3, 4
Contrib. drain. area
= 24.240 ac
Q (cfs)
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0 00
POST POI 1 TOTAL
Hyd. No. 5 -- 100 Year
Q (cfs)
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 5 — Hyd No. 3 Hyd No. 4

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