20161180 Ver 3_404-verification approval (Action ID #SAW-2016-01126)_20210507

Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
COPY
Action Id. SAW-2016-01126 County: Franklin U.S.G.S. Quad: Franklinton
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Gordon Conyers
687 Holden Road
Youngsville, North Carolina 27596
Telephone Number: 919-745-0284
Size (acres) 97 (approximately) Nearest Town Youngsville
Nearest Waterway Little River River Basin Pamlico
USGS HUC 03020101 Coordinates Latitude: 36.031443
Longitude: -78.451046
Location description: The project site is located approximately 0.1 mile south of the Cedar Creek, Hicks Road intersection near
Youngsville, Franklin County, North Carolina and is identified as the Hadleigh at Cedar Creek Subdivision.
Description of projects area and activity: This authorization is for temporary and permanent impacts to jurisdictional streams
and wetlands associated with the construction of a residential subdivision as follows: Crossing #1: Bridge 1 (Map Inset A) 0.04
acre of permanent wetland impact associated with the bridge abutment and 0.013 acre of temporary wetland impact for
construction access. Crossing #2: Culvert 1 (Map Inset B) 69-linear feet of permanent impact for the installation of one (1) 69
if RCP culvert. Crossing #3: Culvert #2 (Map Inset C) 60-linear feet of permanent impact for the installation of one (1) 60 If
RCP culvert and 0.01 acre of permanent wetland impact for roadway fill. Crossing #4 (Map Inset D): Utility Line Crossing
(Map Inset D) 22 linear feet of temporary stream impact and 0.10 acre of temporary wetland impact for the installation of a
new sewer line. Crossing #5 Utility Line Crossing (Map Inset E): 0.016 acre of temporary wetland impact for the installation of
a new sewer line. Crossing #6 Utility Line Crossing (Map Inset F): 0.004 acre of temporary wetland impact for the installation
of a new sewer line. Crossing #7 Utility Line Crossing (Map Inset G): 0.17 acre of temporary wetland impact for the
installation of a new sewer line.
Total Project Impacts are: 1291f of permanent stream impacts, 22 If of temporary stream impacts. 0.05 acre of permanent
wetland impacts and 0.30 acre of temporary wetland impacts.
Applicable Law:
Authorization:
• Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Regional General Permit Number or Nationwide Permit Number: NWP 29 Residential Developments.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 02/15/2017 including additional information
submitted on April 4, 2017, May 16, 2017 and June 6, 2017. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.

For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Elizabeth City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at [phone] or Andrew.E.Williams2na,usace.army.mil.
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Date: June 26 2017
Determination of Jurisdiction:
A. ® There are waters, including wetlands, on the above described project area 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). 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. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area 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 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.
C. ❑ There are waters, including wetlands, within the above described project area that are 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: A preliminary jurisdictional determination for the project site was finalized on August
11, 2016 (SAW-2016-01126). Also, see the attached preliminary jurisdictional determination for the off -site utility impacts
dated June 26, 2017 (SAW-2016-01126).
Remarks: None
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 jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. 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: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
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 form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
der, X
Andrew Williams
Date of JD: 06/26/2017
Expiration Date of JD: Does Not Expire
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 our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0.
Copy furnished:
Sean Clark
Sage Ecological Services, Inc.
3707 Swift Drive
Raleigh, North Carolina 27606

Action ID Number: SAW-2016-01126 County: Franklin
Permittee: Gordon Conyers
Project Name: Conyers Tract/687 Holden Road/Youngsville/Franklin County
Date Verification Issued: June 26, 2017
Project Manager: Andrew Williams
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Andrew Williams
3331 Heritiage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

11
1•
PERMIT DENIAL
11
® PRELIMINARY JURISDICTIONAL DETERMINATION
INITIAL PROFFERED PERMIT (Standard Permit or Letter of .ermission)
PROFFERED PERMIT (Standard Permit or Letter of permission)
APPROVED JURISDICTIONAL DETERMINATION
SECTION I - The following identifies your rights 'and options regarding an administrative appeal of the above decision.
Additional informationmay be found athttp/iwww.iisace.army.mil/Missions/CivilWoiks!RegulatoiyProgramandPermits.aspx
or Corps regulations at 33 CFR Part331.
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 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.
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 II 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 - REQUEST FOR APPEAL'or:OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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
appeal process you may contact:
District Engineer, Wilmington Regulatory Division, Attn:
Andrew Williams
3331 Heritiage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
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 opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: June 26, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Sean Clark, 3707 Swift Drive, NC 27605.
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Conyers Tract/687 Holden
Road/Youngsville/Franklin County, SAW-2016-01126
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is located approximately 0.1
mile south of the Cedar Creek, Hicks Road intersection near Youngsville, Franklin County, North Carolina and is identifii
as the Hadleigh at Cedar Creek Subdivision. This PJD is for 3 offsite wetland areas associated with the proposed utility lii
for this project and includes 1 wetland from the project site Wetland 60-63 that was not included in the PJD that was
finalized on August 11, 2017. This JD only includes the portions of wetlands that are proposed for impacts associated wit]
the June 26, 2017 NWP 29 verification.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Franklin City: Franklinton
Center coordinates of site (lat/long in degree decimal format): Lat.: 36.031443° Long.:-78.451046°
Universal Transverse Mercator:
Name of nearest waterbody: Little River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date:June 24, 2017
['Field Determination. Date(s): NA
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)
W60-63
36.031881,
-78.448056
0.01 acre
Wetland
Section 404
Wetland
100-301
(sewerline
inset G)
36.035431,
-78.437752
0.17 acre
Wetland
Section 404
Wetland
200-213
(sewerline
inset F)
36.035431,
-78.437752
0.004 acre
Wetland
Section 404
Wetland
400-407
(sewerline
inset E)
36.032552,
-78.441921
0.016 acre
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 JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a 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 AJD 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 AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the 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 AJD 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 AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, 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 AJD 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 subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Sage Environmental
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® 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:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24000; Franklinton
® Natural Resources Conservation Service Soil Survey. Citation: USACE ArcView digital Soils Map
® National wetlands inventory map(s). Cite name: USACE ArcView digital NWI map
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: USACE ArcView digital FEMA Firm
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): unnamed and undated; ArcGIS basemap
or ❑Other (Name & Date):
® Previous determination(s). File no. and date of response letter: SAW-2016-01126 from August 11, 2016
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of Regulatory
staff member completing PJD
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)1
I 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.

F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 Impact Maps Onsite.dwg Jan 31, 2017 - 3:22pm BY:User1
JAMEST SS,
PIN: :63-S -8848
11.
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GRAPHIC SCALE
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FLOOD INFORMATION
THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS
DEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720183300J
DATED APRIL 16, 2013.
NOTE:
1. CULVERT BOTTOM TO BE BURIED 1FT BELOW
STREAM BED.
PROPOSED OFF -SITE SANITARY
SEWER LINE EXTENSION
STREAM CROSSING
(SEE INSET D)
EANNETTE B
PIN: 1863-50-1
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DB 945 PG 5
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THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
DATE
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Design Consultants
972 Trinity Road
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
PREPARED FOR :
CROSSWIND DEVELOPMENT
7201 CREEDMOOR RD.
RALEIGH, NC 27613
DATE • 09-08-16
S&N FIRM CERTIFICATION #: C-1875
PROJECT ENGINEER:
TOM SPAULDING
PROJECT CADD DESIGNER: JEB
PROJECT SURVEYOR:
CAWTHORNE, MOSS & PANCIERA, PC
HADLEIGH AT CEDAR CREEK - PHASE 1
FRANKLIN COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
ENVIRONMENTAL IMPACT PLAN
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DRAWING
SHEET
c-IP.1
PROJECT NUMBER
831-15

F:\801 - 850 Projects\831-15 Conyers Property (Hadleigh at Cedar Creek)\Construction Drawings\831-15 IP.2.dwg Jan 31, 2017 - 3:21 pm BY:User1
PERMANENT RIPARIAN BUFFER
IMPACT (SEE INSET I)
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100 - YEAR FLOOD PLAIN (TYP)
50' RIPARIAN BUFFER (TYP)
PROPOSED OFF -SITE SANITARY SEWER EXTENSION
TO TIE-IN AT EXISTNG SEWER MH
' EX. MH / // / / //
/ TOP=316.77' / / / // I
1 INV=303.61 ( I#IFlY) / 1 \\
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GRAPHIC SCALE
200 0 100 200
400
800
( IN FEET )
1 inch = 200 ft.
FLOOD INFORMATION
THE OFFSITE SANITARY SEWER EXTENSION IS LOCATED WITHIN A SPECIAL FLOOD
HAZARD ZONE AS DEFINED BY FEMA F.I.R.M. COMMUNITY PANEL NUMBER 3720186200J
DATED APRIL 16, 2004.
THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
DATE
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REVISION
REV. NCDENR REVIEW COMMENTS
REV. FCPU REVIEW COMMENTS
REV. FCPU AND NCDOT REVIEW COMMENTS
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s dsc SPAULDING &
NORRIS, PA
Design Consultants
972 Trinity Road
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
PREPARED FOR :
CROSSWIND DEVELOPMENT
7201 CREEDMOOR RD.
RALEIGH, NC 27613
DATE : 09-08-16
S&N FIRM CERTIFICATION #: C-1875
PROJECT ENGINEER:
TOM SPAULDING
PROJECT CADD DESIGNER: JEB
PROJECT SURVEYOR:
CAWTHORNE, MOSS & PANCIERA, PC
HADLEIGH AT CEDAR CREEK - PHASE 1
FRANKLIN COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
OFF -SITE SEWER EXTENSION IMPACT MAP
r
DRAWING
SHEET
IP.2
PROJECT
831-15
NUMBER

PORARIf/ZON 1 /71'SF
IAA A A ILAIT 7/IAIC/7 .4
INSET A - BRIDGE 1
INSETA- BRIDGE 1
TEMPORARY IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,497 SF (0.03AC)
ZONE 2 - 1,274 SF (0.03AC)
TEMPORARY WETLAND IMPACTS - 588 SF (0.13AC)
PERMANENT IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 4,048 SF - (0.09AC)
ZONE 2 - 5,091 SF (0.1AC)
PERMANENT WETLAND IMPACT - 1,744 SF (0.04AC)
PERMANENT STREAM IMPACT - 0 LF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET A - BRIDGE 1
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 14
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT
#: C-1875
S&:
ITttt'tr1
, North Rood
Raleigh, 2Trinity Carolina 27607
Phone [phone] Fax [phone]
SPAULDING &
NORRIS, PA
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
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SE
/till1%0
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1-31-2017

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N -570SF
mettimilocaVamazimL
TEMRORA
ZONE • 4
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INSET B - CULVERT 1
INSET B - CULVERT 1
TEMPORARY IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,424SF (0.03)
ZONE 2 - 1,508SF (0.03AC)
TEMPORARY WETLAND IMPACT - N/A
PERMANENT IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 4,989SF - (0.11AC)
ZONE 2 - 4,510 (0.1AC)
PERMANENT WETLAND IMPACT - N/A
PERMANENT STREAM IMPACT - 69LF
9LF
782SF
350SF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET B - CULVERT 1
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
, North Rood
Raleigh, 2Trinity Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
,
11111100
1-31-2017

ZON�F 2-�2ISF�
'- 897SF
INSET C - CULVERT 2
INSET C - CULVERT 2
TEMPORARY IMPACTS
TEMPORARY TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 1,675SF (0.04AC)
ZONE 2 - 1,496SF (0.037AC)
TEMPORARY WETLAND IMPACT - N/A
PERMANENT IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 3,545SF - (0.08AC)
ZONE 2 - 4,552 (0.1AC)
PERMANENT WETLAND IMPACT - 491SF (0.01)
PERMANENT STREAM IMPACT - 6OLF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET C - CULVERT 2
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 14
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
S 84C SPAULDING &
NORRIS, PA
ITttt'tr1
972 Trinity Rood
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
CAR
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SE
1-31-2017

XXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
x x x x x x x x x x /x X x x x
x x x XXXX x x x/ x
X x x XXXX x x XI x
xi x
xxxxxxxxxxxx
X X X X X X X X X X X x
X EEISxTING XTRgAM
x x x x x x x x x xI x
x x x x x x x x x xl x x x x x
x x x` x x x x x x x x aLx x
XXXXX
XXXXX
x``x x x x
x� x
XXXXX
XXXXX
xxx x X
X X
XXXXX XXXX
x x x x x x XXXX x x
x x X X
XXXXX
XXXXX
XXXXX
XXXX
XXXXX
WW9C Y X X
x x
x x x
XXXXX
XXXXXX
XXXX
x X X
X X
X X
X
X
XXXXX
x x x X
x x x
EXISTING WETLANDS
(TYP OF HATCHED AREA
UNBUFFERED CH If#ELX
x x x��fc_x
x x x x x x x x x x
30FT ZONE 1 RIPARIAN
20FT ZONE 2 RIPARIAN x/ x/
x x x x x x x x x x x xxx
x x x x x x x x x X
x X x x x x x•XLX
x x x x x x x x
X X X X/X X X
MANENT ZONE 1 -
NENT ZONE 2
TEMPOR
2•: SF
25SF
TLAND IMPACT - 4
TEMPORARY
UNB FER�D HANNEL
IM' •CT-22LF
EMPORARY WETL
IMPACT - 4,286 S
ANENT ZONE 2 - 4
ERMANENT ZONE
264 SF
ORE AND JACK BE ATH'STRE
INSET D - STREAM AND UNBUFFERED CHANNEL IMPACT
INSET D - STREAM CROSSING 4
TEMPORARY IMPACTS
PERMANENT TAR-PAMLICO BUFFER IMPACT
ZONE 1 - 554 SF (0.01 AC)
ZONE 2 - 846 SF (0.02 AC)
TEMPORARY WETLAND IMPACT - 4,782 SF
TEMPORARY UNBUFFERED CHANNEL IMPACT - 22LF
/
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET D - STREAM AND
UNBUFFERED CHANNEL IMPACT
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
972 Trinity Rood
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
CAR
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SE
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•
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•
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•
1-31-2017

a'
TEXPORARY /ETLAND
)11PACT-7 SF
E>S4G VV�TLANDS
/f YP OFATCHED A
//
/
� J /
C
INSET E - TEMPORARY WETLAND IMPACT
/
/ -/
RIPARIAN BUFFER
/
INSET E - TEMPORARY WETLAND IMPACT
TEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 718 SF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET E -
TEMPORARY WETLAND IMPACT
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
N 972 Trinity Rood
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:

/
ACT/-
IMP P�R4� Y
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//// //z///iV i7//
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// /
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41/,
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/.
/
ARIANPrtIF ER
ING WETLANDS
P OF HATCHED
INSET F - TEMPORARY WETLAND IMPACT
INSET F - TEMPORARY WETLAND IMPACT
TEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 200SF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET F -
TEMPORARY WETLAND IMPACT
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
, North Rood
Raleigh, 2Trinity Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
�qR
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,

-4-- /
I j 1 /
/ I
II
44
/ / I /EMORALAND(
11
/ 7�� �2 5/ I
XIS INC' WE LANDS / /
Y OF HAT HED/AREP,� / / /
/ JJJ /ll //
/1/
//
// / / / /
// // // / / /
/ / // // / /
/
// // 0
/
INSET G - TEMPORARY WETLAND IMPACT
TEMPORARY IMPACTS
TEMPORARY WETLAND IMPACT - 7,211SF
INSET G - TEMPORARY WETLAND IMPACT
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET G -
TEMPORARY WETLAND IMPACT
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
, North Rood
Raleigh, 2Trinity Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
CAR
SE
•
1-31-2017

PERMANENT ZNE 1 RIPARIAN
F
PERMANENT ZONE ? RIPARIAN
IMPACT - 1 840-Sf
•
. d 001
-a/ 1I S
111
��-
20' ZONE 2 RIPARIAN BUFFER
30' ZONE 1 RIPARIAN BUFF
EXISTING STREAM
INSET H - PERMANENT RIPARIAN IMPACT
INSET H - PERMANENT RIPARIAN IMPACT
PERMANENT IMPACTS
PERMANENT ZONE 1 RIPARIAN IMPACT- 53 SF
PERMANENT ZONE 2 RIPARIAN IMPACT- 1,840 SF
SCALE: 1" = 40'
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
INSET H -
PERMANENT RIPARIAN IMPACT
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
972 Trinity Rood
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
.qR
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RCP CULVERT PIPE
WATER LEVEL
STREAM BED
RCP CULVERT PIPE TO BE BURIED IN STREAM
BED TO ALLOW FOR AQUATIC PASSAGE
(SEE NOTES BELOW)
INVERT
STREAM CULVERT DETAIL
NOTES:
1. CULVERTS GREATER THAN 48 INCHES IN DIAMETER SHALL BE BURIED ATLEAST 1' BELOW THE
BED OF THE STREAM.
2. CULVERTS 48 INCHES OR LESS IN DIAMETER SHALL BE BURIED BELOW THE NATURAL STREAM
BOTTOM TO PROVIDE FOR AQUATIC PASSAGE DURING DROUGHT OR LOW FLOW CONDITIONS.
SCALE: NTS
HADLEIGH AT CEDAR CREEK
FRANLN COUNTY, NC
STREAM CULVERT DETAIL
PREPARED FOR:
CROSSWIND DEVELOPMENT
7201 CREEDMORE RD., STE. 147
RALEIGH, NC 27613
DATE : 09/08/2016
S&N FIRM CERT. #: C-1875
Sp SPAULDING &
�X. NORRIS, PA
ITttt'tr1
972 Trinity Rood
Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
Design Consultants
PROJECT ENGINEER:
TOM SPAULDING, PE
PROJECT CADD DESIGNER:
JUSTIN ROHDE, PE
PROJECT SURVEYOR:
SEAL:
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